Loading...
The URL can be used to link to this page
Your browser does not support the video tag.
Home
My WebLink
About
0156 IYANNOUGH ROAD/RTE 28 - Health
R5-6 Iyannough Rd' Hya ,is Mobil Service E I c. i� r h J TOWN OF BARNS TABLE " ' LOCATION SEAGE VILLAGE lt,T n o n ASSESSOR'S MAP&PARCEL 3 Z2 1$) i INSTALLER'S NAME&PHONE NO. SEPTIC TANK CAPACITY Z000 wGIJ LEACHING FACILITY:/ i (type) ��� ��� S�� i�-1A (size) 1(3 X � NO.OF BEDROOMS 6►ti t ✓4VA. OWNER ely's W PERMIT DATE: i2,-3o-- Z xX COMPLIANCE DATE: 1- 21-2-00'1 Separation Distance Between the: r Maximum Adjusted Groundwater Table to the Bottom of Leaching Facility Feet Private Water Supply Well and Leaching Facility(If any wells exist on site or within 200 feet of leaching facility) Feet Edge of Wetland and Leaching Facility(If any wetlands exist within 300 feet of leaching facility) Feet FURNISHED BY ( De�s �—t/��•,� c.� -j uA e Sc; •1 Q ns •� -C t= ®ra r vi v7 p` C Q N Jzx vv N ® .6 O 0 N 0 i� // TOWN OF BARNS STABLE QA LOCATION ��(O �yQ f?D(l�i`i �C SEWAGE # Z3S—ZOO VIL AGE /7 yQ.h L/ S ASSESSOR'S MAP & LOT INSTALLER'S NAME&PHONE NO. / a fot. M, L17 _ SEPTIC TANK CAPACITY /.J 0D gallOn LEACHING FACILITY: (type) h ea (size) 100D /cCc�lO/�G�G_�j NO. OF BEDROOMS BUILDER OR OWNER COZ r PERMITDATE: COMPLIANCE DATE: Separation Distance Between the: Maximum Adjusted Groundwater Table to the Bottom of Leaching Facility A& Feet Private Water Supply Well and Leaching Facility (If any wells exist on site or within 200 feet of leaching facility) /V I# Feet Edge of Wetland and Leaching Facility(If any wetlands exist within 300 feet of leaching facility) Feet Furnished by - `'`� �4 � /' �c- 4 • �6 0 , . � ��, � I� �, or � � ' �, � � a� 0 .� � � 6 �' � � � � ro r � � /�� � N 1 + y _aQ� 1' i n r V I � � J CDM One Cambridge Place,50 Hampshire Street Cambridge,Massachusetts 02139 tel: 617 452-6000 fax: 617 452-8000 August 18, 2004 Town of Barnstable Public Health Divsion Thomas A. McKean, Director 200 Main Street Hyannis, MA 02601 Subject: Mobil Station#11636- 156 Iyannough Road Hyannis, Massachusetts Release Abatement Measure Plan Dear Mr. McKean: This letter will serve as notice that a Release Abatement Measure (RAM)Plan related to removal of underground storage tanks for the above referenced site was submitted to the Massachusetts Department of Environmental Protection (MADEP) on August 18, 2004. For information regarding obtaining a copy of the RAM Plan,please contact Robert Dangel at Camp Dresser&McKee Inc., One Cambridge Place, 50 Hampshire Street, Cambridge, Massachusetts 02139. If you have any questions,please contact the undersigned at (617) 452-6267. Very truly yours, (J-A Robert Dangel Project Manager Camp Dresser &McKee, Inc. cc: K. Molloy, CDM J. Welch, CDM file consulting•engineering•construction•operations QGroundwater ® & Environmental Services, Inc. 364 Littleton Road•Suite 4•Westford, Massachusetts 01886•(978)392-0090•Fax(978)392-8583 September 8, 2005 Certified Mail No. 7003 1010 0004 7662 4724 Mr. Thomas McKean Barnstable Board of Health 200 Main Street Hyannis, Massachusetts 02601 RTN 4-19209 Re: Immediate Response Action Completion Report Former Mobil Service Station No. 11636 (01-QJH) 156 Iyanough Road Hyannis, Massachusetts Dear Mr. McKean: I This letter is sent to you to fulfill the public involvement provisions of the Massachusetts Contingency Plan (MCP) for the above-referenced site. The public involvement provisions [310 CMR. 40.1403],frequire that the Chief Municipal Officer and the Board of Health, in the community m which a disposal site is located; be notified that an Immediate Response Action Completion Report has been completed for the property noted above. The Immediate Response Action Completion Report will-be submitted to the Massachusetts Department;,of.Environmental Protection (MADEP) Southeast Regional,Office (SERO), located at 20 Riverside Drive,in Lakeville, Massachusetts, on or before September 8, 2005. Should you wish to.review this document, the MADEP SERO can be contacted at (508)946-2700. If you have any questions regarding this submittal, please contact the undersigned at (978) 390- 0090. Sincerely, a ,' GROUNDWATER&ENVIRONMENTAL SERVICES, INC. Aff 7 ca Jes ica Dameli Toros Maksoudian Staff Geologist 4 ,, { t ,,., Project Managed «r, f_r��.�t..13>{....J .?..+.: r .! i; ..fY.,3.a •li _. Steven D.,Charron P.G LSP ci .l[i Tu t f y , r fir; Ff Ft i ." y Senior Project Maner ag . ,i x cc: MADEP -SERO GES Document No.E10516 Environmental Solutions and Liability Management p Groundwater ®® & Environmental Services, Inc, 364 Littleton Road•Suite 4•Westford,Massachusetts 01886•(978)392-0090•Fax(978)392-8583 r September 1,2005 . Certified Mail No.7003 1010 0004 7662 2393 Mr.Thomas McKean Barnstable Board of Health 200 Main Street Hyannis,Massachusetts 02601 Re: Post Class C Response Action Outcome Phase V Monitoring Report March 2005 through Augdist 2005 Former Mobil Service Station No. 11636(01-QJH) 156 Iyanough Road Hyannis,Massachusetts MADEP Site No.4-13422 Linked RTN 4-15997 Dear Mr.McKean:. On'behalf<of Mobil:-Business Resources Corporation (Mobil), Groundwater & Environmental Services `Inc.,,(GES)" s'informing you that a Post Class C Response Action Outcome (RAO) Phase V Monitoring Report has been completed for the former Mobil Station No. 11636 (formerly 01-QJH) located at' 156 Iyanough Road in Hyannis, Massachusetts. The report will be submitted on or before September 5, 2005 to the Southeast Regional Office of the Massachusetts Department of Environmental Protection (MADEP), located at 20 Riverside Drive, Lakeville Massachusetts,and will be available for review. v If you have any questions regarding this submittal, please_ contact the undersigned at (978)392-0090. Sincerely, GROUNDWATER&ENVIRONMENTAL SERVICES, INC. essica Danieli Toros Maksoudian taff Geologist Project Manager .. .. �•.. _ -.S �Lary s- tE' y ..t.�{: �.,. i,. �..r' .i:. t• ,r.�'>.;�xg•;� . Fi . . f•s.. .. .._Ci } 3 '?• is . T. `t `� ,. r ..i`,;. C'r•f:: a� .:�1�t6. ] 7� _ x .��.e.t. .�t,yw�t �" � r3.,rk-.: � 4.`r 5 typ Steven-D. Charron ,.-P,L SP �:. .,,, - F . Senior PTOjectManager, .r :..> cc: MADEP .Southeast Region GES Document No. E10480 Environmental Solutions and Liability Management -THE Tp�� &ARNMB The 'T:own =of Barnstable �ArED Mp:l A`� `Ofrice-of Town Manager 367 Main Street,Hyannis MA.0.2601 www.town.barnstable.ma.us Office: 508-862-4610 John C.,Klimm, Town Manager Fax: 508-790-6226 Email: john.klimm@town.bamstable.ma.us MEMORANDUM TO: Robert D. Smith, Town Attorney N Tom McKean,Health Director Tom Geiler,Director of Regulatory Services FR: John C. Klimm, Town Manager DT: 8/8/2005 RE: BARNSTABLE—BWSC Notice of Responsibility Mobile Service Station 156 Iyanough Road RTN#-4-18891 I For your information I am sending a copy of a packet from the DEP on the above referenced matter. Thank you. JCK: smo Attachments I �\ COMMONWEALTH OF MASSACHUSETTS EXECUTIVE OFFICE OF ENVIRONMENTAL AE A DEPARTMENT OF ENVIRONMENTAL PRO SOUTHEAST REGIONAL OFFICE -20 RIVERSIDE DRIVE, LAKEVILLE, MA 02347 508-946 MITT ROMNEY ELLEN ROY HERZFELDER Governor Secretary KERRY HEALEY ROBERT W.GOLLEDGE,Jr. Lieutenant Governor Commissioner 5 1 c= w t � - URGENT LEGAL'MATTER:PROMPT ACTION NECESSARY t . June 23,.2005 -- _ Exxon Mobil Corporation RE: BARNSTABLE-BWSCZ 52 Beacham Street Mobil Service Station W Everett,MA 02149 156 Iyanough Road RTN#4-18891 rr' NOTICE OF RESPONSIBILITY M.G.L.c.21E,310 CMR•40.0000 ATTENTION:Elizabeth Zinkevicz: On January 21, 2005 the Department of Environmental Protection (the "Department") received a Release Notification Form ("RNF") which indicates that a release of oil and/or hazardous material has occurred at the location referenced above. A soil sample, collected from the grave of a waste oil UST, contained petroleum constituents -at concentrations that exceeded the Reportable Concentrations for Soil Category 1. This area of contamination is distinct from existing Release Tracking Numbers:4-13422 and 4- 15997,issued for gasoline UST release and a surface gasoline release,respectively. The Massachusetts Oil and Hazardous Material Release Prevention and Response Act, M.G.L. c.21E;and the Massachusetts Contingency Plan(the "MCP"), 310 CMR 40.0000,require the performance of response actions to prevent harm to health,safety,public welfare and the environment which may result from this release and/or threat of release and govern the conduct of such actions. The purpose of this notice is to inform you of your legal responsibilities under State law for assessing and/or remediating the release at this property. For purposes of this Notice of Responsibility, the terms and phrases used herein shall have the meaning ascribed to such terms and phrases by the MCP unless the context clearly indicates otherwise. The Department has reason to believe that the release .and/or threat of release which has been reported is or may be a disposal site as defined by the M.C.P. The Department also has reason to believe that you (as used in this letter, "you" refers to Exxon Mobil Corporation) are a Potentially Responsible Party (a "PRP")with liability under M.G.L.c.21E§5,for response action costs. This liability is"strict",meaning that it is not based on fault,but solely on your status as owner, operator, generator,transporter, disposer or other person specified in M.G.L.c.21E§5. This liability is also"joint and several',meaning that you may be liable for all response action costs incurred at a disposal site regardless of the existence of any other liable parties. This information is available in alternate format.Call Donald M.Gomes,ADA Coordinator at 617-556-1057.TDD Service-1-800-298-2207. DEP on the World Wide Web: http://www.mass.gov/dep �� Printed on Recycled Paper 2 The Department encourages parties with liabilities under M.G.L. c.21E to take prompt and appropriate actions in response to releases and threats of release of oil and/or hazardous materials.By taking prompt action,you may significantly lower your assessment and cleanup costs and/or avoid liability for costs incurred by the Department in taking such actions. You may also avoid the imposition of,the amount of or reduce certain permit and/or annual compliance assurance fees payable under 310 CMR 4.00. Please refer to M.G.L. c.21E for a complete description of potential liability. For your convenience,a summary of liability under M.G.L.c.21E is attached to this notice. You-should be aware that you may have claims against third parties for-damages, including claims for contribution or reimbursement for the costs of cleanup. Such claims do not exist indefinitely but are governed by laws which establish the time.allowed for bringing litigation. The Department encourages you to take any action necessary to protect any such claims you may have against third parties. SITE INFORMATION Information on file with the Department indicates the following contaminant(s) were detected in a soil sample collected from the site at a concentration which exceeded the Reportable Concentrations for Soil Category l per.310 CMR 40.1600. CHEMICAL CONCENTRATION RCS-1 C19-C36 Aliphatic Hydrocarbons 15,400 mg/kg 2,500 mg/kg C 11-C22 Aromatic Hydrocarbons 569 mg/kg 200 mg/kg Specific approval is required from the Department for the implementation of all Immediate Response Actions("IRA")pursuant to 310 CMR 40.0420. Assessment activities,the construction of a fence and/or the posting of signs are actions that are exempt from this approval-requirement. This site shall not be deemed to have had all the necessary and required response actions taken unless and until all substantial hazards presented by the release and/or threat of release have been eliminated and a level of No Significant Risk exists or has been achieved in compliance with M.G.L.c.21E and the MCP. Unless otherwise provided by the Department,potentially responsible parties ("PRP's") have one year from the initial date of notification to the Department of a release or threat of a release,pursuant to 310 CMR 40.0300, or from the date the Department issues a Notice of Responsibility,whichever occurs earlier, to file with the Department one of the following submittals: (1)a completed Tier Classification Submittal;(2) a Response Action Outcome Statement or, if applicable, (3) a Downgradient Property Status. The deadline for either of the first two submittals for this disposal site is January 21,2006. The MCP requires that.a fee of$1,200 be submitted to the Department when:a RAO statement is filed greater than 120 days from the date of initial notification. You must employ or engage a Licensed Site Professional ("LSP") to manage, supervise or actually perform the necessary response actions at this site. The Department has Steven D. Charron of Groundwater &.Environmental Services,Inc.listed as the LSP of Record. 3 If you.have.any questions relative to this Notice, please contact Lori Williamson at the letterhead address or at(508)946-2794. All future communications regarding this release must reference the following Release Tracking Number:4-18891. Very truly yours, (� Richard F.Packard,Chief Emergency-Response/Release Notification Section P/LW/re 4-18891 nor Attachments: Summary of Liability under M.G.L.c.21E cc: " Board of Selectmen 200 Main St. Hyannis,MA 02601 Board of Health 200 Main St. Hyannis,MA 02601 Fire Dept. 95 High School Road Ext: Hyannis,MA 02601 Groundwater&Environmental Services,Inc, 364.Littleton Road,Suite 4 Westford,MA 01886 Attn: Steven D.Charron,LSP I I THE t The Town of Barnstable sAMsrnste Office of Town Manager 9 Mnss: g 367 Main Street, Y Hyannis MA 02601 rFD MA'S A www.town.barnstable.ma.us J Office: 508-862-4610 Fax: 508-790-6226 email: John.klinnn Lqtown.bamstable.ma.us John C. Klimm, Town Manager INTEROFFICE MEMORANDUM TO: Thomas Geiler, Regulatory Services Director Thomas McKean, Health Dept. Robert Smith, Town Attorney FR: John C. Klimm, Town Manager DT: June 30, 2005 RE: Barnstable—BWSC, Mobile Service Station, 156 Iyanough Rd, RTN#4-18891 For your information and follow-up,please refer to attached"Urgent Legal Matter: Prompt Action Necessary"Notice of Responsibility from the Department of Environmental Protection. Thank you. JCK: Irw Attachment ® E C E W' E JUL - 5 2005 TOWN OF BARNSTABLE CAM M/LICENSUPARVO RD-VIOL 1. ' COMMONWEALTH OF MASSACHUSETTS EXECUTIVE OFFICE OF ENVIRONMENTAL AF q um DEPARTMENT OF ENVIRONMENTAL PRO twy SOUTHEAST REGIONAL OFFICE 20 RIVERSIDE DRIVE, LAKEVILLE, MA 02347 508-946- MITT ROMNEY ELLEN ROY HERZFELDER . Governor. Secretary . KERRY HEALEY ROBERT W.GOLLEDGE,Jr. Lieutenant Governor Commissioner' URGENT LEGAL MATTER:PROMPT ACTION NECESSARY June 23,2005 r - :2a Exxon Mobil Corporation RE: BARNSTABLE-BWSC 52 Beacham Street Mobil Service Station Everett,MA 02149 156 Iyanough Road _ =" RTN#4-18891 ` NOTICE OF RESPONSIBILITY M.G.L. a 21E,310 CMR 40.0000 ATTENTION: Elizabeth Zinkevicz:_ On January 21, 2005 the.Department of Environmental Protection (the "Department") received a Release Notification Form ("RNF") which indicates that a release of oil and/or hazardous material has . occurred at the location referenced above. A soil sample, collected from the grave of a waste oil UST, contained petroleum constituents. at concentrations that exceeded the.Reportable Concentrations for Soil Category 1. This area of contamination is distinct from existing.Release Tracking Numbers:4-13422.and 4 15997,issued for a gasoline UST release and a.surface gasoline release,respectively. The Massachusetts Oil and.Hazardous Material Release Prevention and.Response Act, M.G.L. c.21E;and the Massachusetts Contingency Plan(the"MCP"), 310 CMR 40.0000,require the performance of response actions to prevent harm to health;safety,public welfare and the environment which may result from this release and/or threat of release-and govern the conduct of such actions. The purpose of this notice is to inform you of your legal responsibilities under State law for-assessing and/or remediating the release at this property. For purposes of this Notice of Responsibility,.the terms and phrases used herein shall have the meaning ascribed to such terms andphrases by the MCP unless the context clearly indicates otherwise. The Department has reason to believe that the release: and/or threat of release which has been reported is or may be a disposal site as defined by the M.C.P. The Department also has-reason to believe that you(as used in this letter; "you" refers to Exxon Mobil Corporation) are a Potentially Responsible Party (a . "PRP")with liability under M.G.L.c.21E §5,for response action costs. This liability is"strict",meaning that it is not based on fault,but solely on your status as owner,operator, generator,transporter, disposer or other- person specified in M.G.L.c.21E§5. This liability is also"joint and several",meaning that.you.may be liable for all response action costs incurred at a_disposal site regardless of the existence of any other liable parties. This information is available in alternate format.Call Donald M.Gomes,ADA Coordinator at 617-556-1057.TDD Service-1-800-298-2207. DEP on the World Wide Web: http://www.mass.gov/dep L� Printed on Recycled Paper Jr k 2 The Department encourages parties with liabilities under M.G.L. c.21E to take prompt and appropriate actions in response to releases and threats of release of oil and/or hazardous materials.By taking prompt action,you may significantly lower your assessment and cleanup costs and/or avoid liability for costs incurred by the Department in taking such actions. You may also avoid the imposition of,the amount of or reduce certain permit and/or annual compliance assurance fees payable under 310 CMR 4.00. Please refer to M.G.L. c.21E for a complete description of potential liability. For your convenience; a summary of liability under M.G.L.c.21E is attached to this notice. You should be aware that you may have claims against third parties for damages, including claims for contribution or reimbursement for the costs of cleanup. Such claims do not exist indefinitely but are governed by laws which establish the time allowed for bringing litigation:. The Department encourages you to take any action necessary to protect any such claims you may have against third parties. SITE INFORMATION Information on file with the Department indicates the following contaminant(s) were detected in a soil sample collected from the site at a concentration which exceeded the Reportable Concentrations for Soil Category 1 per 310 CMR 40.1600. CD E MCAL CONCENTRATION RCS4 C19-C36 Aliphatic Hydrocarbons 15,400 mg/kg 2,500 mg/kg C11-C22 Aromatic Hydrocarbons 569 mg/kg 200 mg/kg Specific approval is required from the Department for the implementation of all Immediate.Response Actions("IRA")pursuant to 310 CMR 40.0420. Assessment activities,the construction of a.fence and/or the posting of signs are actions that are exempt from this approval requirement. This site shall not deemed to have had all the necessary and required response actions taken unless and until all substantial hazards presented by the release and/or threat of release have been eliminated and a level of No Significant Risk exists or has been achieved.in compliance-with M.G.L.c.21E and the MCP. Unless otherwise provided by the Department, potentially responsible parties ("PRP's") have one year from the initial date of notification to the Department of a release or threat of a.release' pursuant to 310 CMR 40.0300, or-from the date the Department issues a Notice of Responsibility,whichever occurs earlier, to file with the Department one of the following submittals: (1)a completed Tier Classification Submittal; (2) a Response Action Outcome.Statement or, if applicable, (3)a-Downgradient Property.Status. The deadline for either of the first two submittals for this disposal site is January 21,2006. The MCP requires that a fee of$1,200 be submitted to the Department.when a.RAO statement:is Sled.greater than 120 days from the date of initial notification.. You must employ or engage a Licensed Site Professional ("LSP") to manage, supervise or actually perform the necessary response actions at this site. The Department has Steven D. Charron of Groundwater- Environmental Services,Inc.listed as the LSP of Record.. If you have any questions relative to.this Notice, please contact Lori Williamson at the letterhead address or at(508)946-2794. All future communications regarding this release must reference the following Release Tracking Number:4-18891. Very truly yours, Richard F.Packard,Chief Emergency Response/Release Notification Section P/LW/re 4-18891-nor Attachments: Summary of Liability under M.G.L.c.21E cc: Board of Selectmen 200 Main St. Hyannis,MA 02601 Board of Health 200 Main St. Hyannis,MA 02601 Fire Dept. 95 High School Road Ext. Hyannis,MA 02601 Groundwater&Environmental Services,Inc. 364.Littleton Road,Suite 4 Westford,MA.0.1886 Attn: Steven D.Charron,LSP al COMMONWEALTH OF MASSACHUSETTS EXECUTIVE OFFICE OF ENVIRONMENTAL AF AMR DEPARTMENT OF ENVIRONMENTAL PRO twy SOUTHEAST REGIONAL OFFICE 20 RIVERSIDE DRIVE, LAKEVILLE, MA 02347 608-946- MITT ROMNEY ELLEN ROY HERZFELDER Governor Secretary KERRY HEALEY ROBERT W.GOLLEDGE,Jr. Lieutenant Governor • Commissioner w URGENT LEGAL MATTER:PROMPT ACTION NECESSARY _1 CV Cn tS Mis 7 June 23,2005 r Exxon 11�obi1 Co1p"oration RE: BARNSTABLE'-BWSC Ni 52 Beabham Stred-, Mobil Service Station Everett AMA 02111,49 156 Iyanough Road RTN#4-18891 � g j NOTICE OF RESPONSIB= M.G.L.G 21E,310 CMR 40.0000 ATTENTION: Elizabeth Zinkevicz: On January 21., 2005 the Department of Environmental Protection (the "Department") received a Release Notification Form ("RNF") which indicates that a release of oil and/or hazardous material has occurred at the location referenced above. A soil sample, collected from the grave of a waste oil UST, contained petroleum constituents at concentrations that exceeded the Reportable Concentrations for Soil Category 1 This area.of contamination is distinct from existing Release Tracking Numbers: 4-13422 and 4- 15997,issued for a gasoline UST release and a surface gasoline release,respectively. The Massachusetts Oil and. Hazardous Material Release Prevention and Response Act, M.G.L. c.21E;and the Massachusetts Contingency Plan(the"MCP"),310 CMR 40.0000,require the performance of response actions to prevent harm to health,safety,public welfare and the environment which may result from this release and/or threat of release and govern the conduct of such actions. The purpose of this notice is to inform you of your legal responsibilities under State law for assessing and/or remediating the release at this property. For purposes of this Notice of Responsibility, the terms and phrases used herein shall have the meaning ascribed to such terms and phrases by the MCP unless the context clearly indicates otherwise. The Department has reason to believe that the release and/or threat of release which has been reported is or may a disposal site as defined by the M.C.P. The Department also has reason to believe that you(as used in this letter, "you"refers to Exxon Mobil Corporation) are a Potentially Responsible Party (a "PRP")with liability under M.G.L.c.21E §5,for response action costs. This liability is"strict",meaning that it is not based on fault,but solely on your status as owner, operator, generator;transporter, disposer or other- person specified in M.G.L.c.21E§5. This liability is also"joint and several',meaning that you-may be liable for all response action costs incurred at a disposal site regardless of the existence of any other liable parties. This information is available in alternate format.Call Donald M.Gomes,ADA Coordinator at 617-556-1057.TDD Service-1-800-298-2207. DEP on the Wodd Wide Web: http://www.mass.gov/dep �,� Pdnted on Recycled Paper .� 2 The Department encourages parties with liabilities under M.G.L. c.21E to take prompt and appropriate actions in response to releases and threats of release of oil and/or hazardous materials.By taking prompt action,you may significantly lower your assessment and cleanup costs and/or avoid liability for costs incurred by the Department in taking such actions. You may also avoid the imposition of,the amount of or- reduce certain permit and/or annual compliance assurance fees payable under 310 CMR 4.00. Please refer to M.G.L. c.21E fora complete description of potential liability. For your convenience, a summary of liability under M.G.L.c.21E is attached to this notice. You should be aware that you may have claims against third parties for damages, including claims for contribution or reimbursement for the costs of cleanup. Such claims do not exist indefinitely but are governed by laws which establish the time allowed for bringing litigation. The Department encourages you to take any action necessary to protect any such claims you may have against third parties. SITE INFORMATION Information on file with the Department indicates the following contaminant(s) were detected in a soil sample collected from the site at a concentration which exceeded the Reportable Concentrations for Soil Category 1 per 310 CMR 40.1600. CBEMCAL CONCENTRATION RCS-1 C19-C36 Aliphatic Hydrocarbons 15,400 mg/kg 2,500 mg/kg C11-C22 Aromatic Hydrocarbons 569 mg/kg 200 mg/kg Specific approval is required from the Department for the implementation of all Immediate Response Actions("IRA")pursuant to 3 10 CMR 40.0420. Assessment activities,the construction of a fence and/or the posting of signs are actions that are exempt from this approval requirement. This site shall not be deemed to have had all the necessary and required response actions taken unless and until all substantial hazards presented by the release and/or threat of release have been eliminated and a. level of No Significant Risk exists or has been.achieved in compliance with M.G.L.e.21E and.the MCP. Unless otherwise provided by the Department, potentially responsible parties ("PRP's") have one year from the initial date of notification to the Department of a.release or,threat of a release,pursuant to 310 CMR 40.0300, or from the date the Department issues a Notice of Responsibility, whichever.occurs earlier, to file-with the Department one of the following submittals: (1)a.completed.Tier Classification Submittal;(2) a Response Action Outcome Statement or, if applicable, (3) a.Downgradient Property Status. The deadline. for either of the first two submittals forthis disposal site is January 21,2006. The MCP requires that a fee of$1,200 be submitted to the Department:when a.RAO statement is filed.greater•than 120 days from the date of initial notification: You must-employ or engage a.Licensed Site Professional ("LSP")to manage, supervise-or actually perform the necessary response actions at this site. The Department has Steven D. Charron of Groundwater- &Environmental Services,Inc.listed as the LSP of Record.. IJ 3 If you have any questions relative to this Notice, please contact Lori Williamson at the letterhead address or at(508)946-2794. All future communications regarding this release must reference the following Release Tracking Number:4-18891. Very truly yours, Richard F.Packard,Chief .Emergency Response/Release Notification Section P/LW/re 4-18891-nor Attachments: Summary of Liability under M.G.L.c.21E cc: Board of Selectmen 200 Main St. Hyannis,MA 02601 Board of Health 200 Main St. Hyannis,MA 02601 Fire Dept. 95 High School Road Ext. Hyannis,MA 02601 Groundwater&Environmental Services,Inc: 364 Littleton Road,Suite 4 Westford,MA 0.1886 Attn: Steven D.Charron,LSP 05/16/2005 07:33 9783928583 GES_INC PAGE 02 F -4 .1 J Groundwater Environmental Services, Inc. 364 Littleton Road Suite 4 • Westford, MA 01886 • (978)392-0090 • FAX(978)392-8583 May 16, 2005 VIA FACSIMILE (508/790-6304) and Certified Mail No. 7004 2890 003 8384 1829 Mr.Thomas McKean Barnstable Board of Health. 200 Main Street Hyannis,Massachusetts 02601 Re: Release Abatement Measure Plan Former Mobil Service Station No_ 11636 (Ol-QJI-I) 156 Iyanough Road Hyannis, Massachusetts MADEP Site No.4-1.3422 and RTN 4-18891 Linked RTN 4-15997 Dear Mr.McKean: On behalf of Mobil Business Resources Corporation (Mobil) and Exxon. Mobil Corporation (ExxonMobil), Groundwater & Environmental Services, Inc. (GES) is informing you that a Release Abatement Measure (RAM)is planned for the former Mobil Station No. 11636(.formerly O1-Q.TH) located at 156 Iyanough Road in Hyannis,Massachusetts.The purpose of this RAM will be to address through, excavation any petroleum.-irnpacted soil encountered during the planned reconstruction of the site by the current property owner. The proposed RAM activities will tvn concurrently with the subsurface phase of the construction project and are estimated to be approximately 2-6 weeks in duration. GES anticipates that RAM activities will commence on or after May 23,2005. A RAM Plan outlining the proposed field activities is anticipated to be submitted on or before May 20, 2005 to the Southeast Regional Office of the Massachusetts Department of Environmental Protection (MADEP), located at 20 Riverside Drive, Lakeville Massachusetts_ You may contact the MADEP at(508)946-6557.if you wish to review this document. If you have any questions regarding this submittal, please contact the undersigned at (978)392-0090. Sincerely, ;. t GROUNDWATER&ENVIRONMENTAL SERVICES,INC. e II' leli Steven D. Charron,P.G.,LSP Staff Geologist Senior Projcct Manager Cc; MADEP, Southeast Region GF..S Document No.E•10107 "An Equal 0pportunity Employer" Groundwater & Environmental Services, Inc. 364 Littleton Road Suite 4 . Westford, MA 01886 . (978)392-0090 . FAX(978)392-8583 March 3, 2005 Certified Mail No.7003 1010 0004 7661 7702 Mr.Thomas McKean Barnstable Board of Health 200 Main Street Hyannis,Massachusetts 02601 Re: Class C Response Action Outcome Submittal&Phase IV Final Inspection Report Former Mobil Service Station No. 11636(01-QJH) 156 Iyanough Road Hyannis, Massachusetts MADEP Site No. 4-13422 Linked RTN 4-15997 Dear Mr.McKean: On 'behalf:of Mobil'Business Resources Corporation (Mobil), Groundwater & Environmental Services; Inc'."(GES)'is informing you that a Class C Response .Action Outcome (RAO) and a Phase IV Final Inspection Report (FIR) and Completion Statement have been completed for the former Mobil Station No. 11636 (formerly O1-QJH) located at 156 Iyanough Road in Hyannis, Massachusetts. These reports were submitted on March 3, 2005 to the Southeast Regional Office of the Massachusetts Department of Environmental Protection (MADEP), located at 20 Riverside Drive,Lakeville Massachusetts, and are available for review. If you have any questions regarding this *submittal, please contact the undersigned at (978) 392-0090. Sincerely, GROUNDWATER&ENVIRONMENTAL SERVICES,INC. J ssica Dameli Toros Maksoudian Staff Geologist '. Project Manager Stdven D.Charron,_P.G.,`LSP_Y.41 . Senior.Project Managre ` _ c:` MADEP, Southeast Region GES Document No. E9732 An Equal Opportunity Employer" f f r Make application to local Fire Department. -- - DO NOT make application to Department of Fire Services or State Fire Marshal ���ie �pa�n�tc�ea��i o�C���ad��zc�,c�1•e��i1. �`-' d/c�q,, C lei&Vcced. APPLICATION FOR PERMIT To Maintain an Existing/New Storage Tank Facility Reclulated under 527 CMR 9.00 To: Head of Fire Department City, town or district:_ O111n�S Date: / Application is hereby made for a permit to maintain an existing/new storage tank facility as required by 527 CMR 9.00: Location of property: kss a G j(p 1 Y-\ 0 tti1At� nt�aapf�9$— Street ad ress Owner of property: Hess Corp. Hess P\wza/S F1w1wk-1 4)CC db0wdge, n-r 0-10CLs Full name of person,firm or corporation Number of storage tanks: aboveground undergrou`d Signature of owner or authorized representative: —� Fee paid: $ (M.G.L. Chapter 148, section 10A) (Fire Department's copy:-To be filed with FP-290) ————————— (Fire Department's copy-To be filed with FP-290) ------------------------------------------ _ -_ V 92P CriGGYG Q Cegcvt � j :ro PERMIT' To Maintain an Existing/New Storage Tank Facility for Storage Tanks Regulated under 527 CMR 9.00 In accordance with the provisions of 527 CMR 9.00 this permit to maintain an existing/new storage tank facility is granted to: Location of property: Jlo ni2A Streetaddress Owner of property: _ - VkeS5 C.Ot p 1es.a o Full name of person,firm or corporation Number of storage tanks: aboveground _.underground Facility to be maintained in accordance with the restrictions described below: DO O 6ti4c_ cl`r- Aso nc E —ram t� i $ e3UR Iy NPy! +3E Ft Fr i"Orgy," 95 Nl!" S,H0101 r'g. EX7 Fee paid- $ 14YAOdlS, ,vii� 0,2601 (M.G.L. Chapter 148, section 10A) This permit will expire /Al / � •, �a�in2oa2taeu�a�C?/�pp,���ac1u�.,e� - JJ�iiair�e%m,��ryt .:=���e��rc� a Notification for Removal or Closure of In Place Storage Tanks Regulatednder 527 CMR 9.00 Forward completed form,signed by local fire department,to:Mass.UST Compli ncj, fit, Dept. of Fire Services P.O. Box 1025-State Road Stow MA 017 W vo; Date Received: `"� (0 10 S Telephone(978)567-3710 Fire Dept. ID# e tci LZ Fire Department retains one copy of FP-29.OR) .t° ��' Fire Dept. Sig. ` -71 This form is to be used for notification for removal of Underground Storage Tanks/ State Use Only Piping. If a storage facility has UST's which are to remain in use, an entire amended FP-290 A. Facility Number (long form)must be filed. B. Date Entered Note: "Facility street address" must include both a street number and a street name. C. Clerk's Initials Post office box numbers are not acceptable, and will cause a registration to be D. Comments returned. If geographic location of facility is not provided, please indicate distance and direction from closest intersection, e.g., (facili.ty at 199 North Street is located) 400 yards southeast of Commons Road (intersection). I. OWNERSHIP OF TANK(S) II. LOCATION OF TANK(S) Owner Name(Corporation, Individual,Public Agency,or Other Entity) If known,give the geographic location of tanks by degrees,minutes,and L\ S A 0b 1 j Oil l /t� seconds.Example:Lat.42,36,12 N Long.85,24, 17W c`a ���110V� l• Latitude Longitude street Address Uw' ►�.1Distance and direction rom c osest intersection see note above Facility Name or Company Site identifier,as applicable az'�22� 156 MWIQM A POUCIFY . p Street Address(P.O.Box not accept I -see note above) �� �°� State i oe fWaA fs 91D�1 ODOM oun city State Zp Code 3133- �c� - tk ! arnS �l� Phone Number(Include Area Code) Owner's Employer Federal ID# County Ill. TANKS/PlPlliiildcREMOVED FILLED IN PLACE Tank Number Tank No. ( Tank No. 2-- Tank No. Tank No. Tank No. 1.Tank/Piping removed or filled in place (mark all that apply) .�nc A. Substance last stored Wit 01 B. Tank capacity gallons' C. Estimated date last used (mo./day/yr.) �� (�� R 1—2-A — Q. Estimated date of removal . (mo./day/yr.) ——— ————— ———— ————— ———— ————— E.Tank was removed from ground F. Tank was not removed from ground —� Tank was filled with inert material Describe material used: ————— ————— ———— ————— ———— G.Piping was removed from groundl H. Piping was not removed from ground I. Other, please specify FP-290R(revised 5/98) OVER { f {{ ,x Tank'f�Jmber(cont.) Tank No. 1 Tank No. Z Tank No. Tank No. Tank No, 2.Tank closed in accordance �'" with 527 CMR 9.00 -y" ❑ No P.�❑ No [ �e� ❑ No �es ❑ No ❑Yes ❑No A. Evidence of leak detected ❑Yes ❑ No ❑Yes ❑ No ❑Yes ❑ No ❑Yes ❑ No ❑Yes ❑ No B. Mass. DEP notified ❑Yes ❑No ❑Yes ❑ No ❑Yes ❑ No ❑Yes ❑ No ❑Yes ❑ No 1. Mass. DEP tracking number 2.Agency or company performing contamination assessment" "527 CMR 9.07(J),see"Commonwealth of Massachusetts,Underground Storage Tank Closure Assessment Manual"April 9, 1996 DEP Policy#WSC-402-96 I declare under penalty of perjury that I have personally examined and am familiar with the information submitted in this and all attached documents, and that based on.my inquiry of those individuals immediately responsible for obtaining the informa- tion, I believe that the submitted information is true, accurate, and complete. Name and official title of owner or owner's Signature: Date: authorized representative (Print) h C1iIn� J aete�k f 1r-2�0� FP-290R(revised 5/98) snake applicaiton to focal rare uepartment. Fire Department retains original application and issues duplicate as Permit " r �:haixdnrenta�CJTi�s Vuicert— ✓7i aaa�Caxe � einG;a�L APPLICATION and PERMIT I Fee': for storage tank removal and transportation to approved tank disposal yard in accordance with the provisions of M.G.L. Chapter 148, Section 38A, 527 CMR 9.00, application is hereby made by: _ (p print) r �j,y blJ(C Tank Owner Name lease rint ,f� � X _ g pemie I UIV Address !����� � �% ( (,�y f (, -- n,3,,q S&eet caY state Zip • . • • • WA Company Name �<(�� .� Co.or Individual � _ ' P"Z, _ 1 Address _� ^ �/�L� L' Address ��D 1�, W" f�l`Z2 6 pace ture I in f ; . i'ril/J ,A t pt.i/3 0y- Sign- �PP 0 Y .� Signature(if applying for permit) f Cam• /��--'===�" ❑ IFCI'Certified Other ❑ IFCI'Certified ❑ LSP# Other Tank Location r_�( ,�'� �-- �c. , �-�� S 2 2 2- shW Addms CJY Tank Capacity(gallons) /";p CO Substance Last Stored Tank Dimensions(diameter x length) Remarks: � f:-t I1 %S �� ._•_�:c.c=; C� iC/�j DLsrc'S =-ram 6t=-' <<� Firm transporting waste �A/V I�t �✓� State Uc.# I`�y i �. Z— Hazardous waste manifest# //'G/�t f /(���y� E.P.A.# Approved tank disposal yard- l�-� Tank yard# Type of inert gas� � n Tank yard address 70ateof /� �/i� FDID# //A� Perr lit# 04908 mil/ Date of expiration Dies/aCap�roval number. S Dig Safe Toll Free Tel.Number-800-322-4844 Signature/Title of Officer grantil�s s�IRE p nt tyKUVr- R�S�,h p\1 nr\.4ar+\ l i NNO'si After removal(s) (Consumptive Use'fuel oil tanktYkvnd Form FP-29OR signed by Local Fire De artm nt to Office of the State Fire Marshal,UST Regulatory Compli a Uni „1025, Slow,MA 01775. Intemational..Fire Code Institute :P-292(revised 4197) f!f✓i�"' ✓ l� Make appucauon to focal t-ire uepartmenL Fire Department rP*ains original application and issues duplicate as Permit ' �E'��Z�w�m6�ZtO�U"UXS V IxW.Cet1— ✓C�aQ/X(L O��(/J�6 �943218i1L�l.G•'!L APPLICATION and PERMIT Fee: for storage tank removal and transportation to approved tank disposal yard in accordance with the provisions of M.G.L. Chapter 148, Section 38A, 527 CMR 9.00, application is hereby made by: Tank Owner Name(please print) �.' ,� ;• X Address Viz- (./ �'�/l.�} � stare zip Company Name �;D P� Co. or Individualprkw 9 -� �+V �(P t 7-2- I ^I`� `-' 1l�b tt a�:,r Address _ Address "7� 1���'Vy'y�(`2� Si n ture I in f �L �� CtX,� 9 gffff��tP'P•y Signature(if applying for permit) f ❑ IFCI'Certified Other ❑ IFCI'Certified ❑ LSP# Other Tank Location "—` SWWAdmess cryel - Tank Capacity(gallons) Substance Last Stored Tank Dimensions(diameter x length) Remarks: y� � Firm transporting waste C AI/V I�t��� !�� State Lic.# . A nY �t Hazardous waste manifest# X /()LtOAY/ E.P.A.# Approved tank disposal yard 1�-� _�.— Tank yard# Type of inert gas � 45 Tank yard address 04907 City or Town FDID# Permit# Date of issue Date of expiration &�Ize Dig�Sa aproval number �__ REAW Dig Safe Toll Free Tel. Number-800-322-4844 Signature/Title of Officer gip PR. t'A�S�Ed� After removal(s) ("Consumptive Use"fuel 011 taf ;> t se d FP-290R signi by Local Fire Depaftmept to Office of the State Fire Marshal,UST Regulatory Co I' nce Unit,�.O. d xd25, Stow, MA 01775. 'IntemationalFire Code Institu)gy p t✓ 1 j - i� -P-292(revised 4/97) �^�tq C G� � Make application to local Fire Department. Fire Department re!�tns original application and issues duplicate as Permit ��ha��%merato��rixs C�ixuicea— ✓c7aaixc�o�C�rixe �xev APPLICATION and PERMIT Fee: !� for storage tank removal and transportation to approved tank disposal yard in accordance with the provisions of M.G.L. Chapter 148, Section 38A, 527 CMR 9.GO, application is hereby made by: • j Tank Owner Name(please print) l ,f;��� G'Lf t X ,iVMtune appwg or petma Address _2— •uva ray state Tip . , Pe e II I Company Name l ��Y / 1 Co. or Individual �, p6w _ t Address _ Print Address "`G� +il" � OG Signkure,,(i pplyin f perm Signature(if applying for permit) �� k"r CAI dig 2- ❑ IFCI'Certified Other ❑ IFCI'Certified ❑ LSO# Other y ,.,l.-, Tank Location /i�~ C l ;�,�yI)I D000 1 f /�/� ' l5 � /✓' SleetAddtau �, ,gyp Tank Capacity(gallons) 1 26 a Substance Last Stored Tank Dimensions(diameter x lengthy), Remarks: /Aj ■ . . Firm transporting waste v—:2 State Lic. Hazardous waste manifest# f`l/ � W 10 E.P.A.# 1' Approved tank disposal yard { �_�. Tank yard# Type of inert gas, � Tank yard address City or Town FDID# Permit# n q Date of issue t Date of expiration Di sa a proval number. � 10 Z��-- Dig Safe Toll Free Tel. Number-800-322-4844 Diesla Signature/Title of Officer gram' 1RE PREVE T40� BUREAU Q.a �w• Ft t Cr MP w� h After removal(s) ("Consumptive se'fuel 0 gi ) ( Form FP-29OR signed by Local Fire Depa t to Office of the State Fire,Marshal,UST Regul t ot,Fi`plianc � ,,_?� Box 1025,Stow,MA 01775. 1 'Intemational_Fire Code_ Institute , ID P-292(revised 41" /,� �� Make application to local t-ire uepartment. Fire Department("ains original application and issues duplicate as Permit —119 �lJe'�LILO�+�!1L09ZrO�V'UXS V rX?ll.Cel1— ��Q/X�dL�(/l�S ✓9432ie'�.649L- APPLICATION and PERMIT Fee: for storage tank removal and transportation to approved tank disposal yard in accordance with the provisions of M.G.L. Chapter 148, Section 38A, 527 CMR 9.00, application is hereby made by: Tank Owner Name(please print) ,. X app#'-g p--# Address � � ! 7 �.����s`'Y"1. �/ ��y��--� , -- Shaat cay Stara zip ' Company Name CPfk* o. or Indnridual Address e�� �f�(;� 1L �+J v Address c Sign'ture!(if�pplyin f Signature(if applying for permit) j ❑ IFCI'Certified Other ❑ IFCI'Certified ❑ LSP# Oth Tank Location �.. N 00co c f SteWAd*ws Gy el Tank Capacity(gallons) Ae:�;�� Substance Last Stored Tank Dimensions(diameter x length) Remarks: e /AJ t�l.`r=C'S 5='0 Frm transporting waste ��� a,A(40--�— State Lic.# A Y V 2-- Hazardous waste manifest# ������('��/�;IAII E.P.A. # Approved tank disposal yard Tank yard# Type of inert gas Tank yard address RIO . , G 04909 City or Towne FDID# Permit# Date of issue _ �C1 Date of expiration D VaMap�royal number Dig Safe Toll Free Tel. Number-800-322.4844 Signature/Title of Officer granting pemaAr, � �' � 0. kj .e ® o.) A-mtRl 1;t After removal(s) ("Consumptive Use"fuel oil t dA send Form FP-296R signed by Local Fire Depa ent to Office of the State Fire Marshal,UST Regulatory Co, plia i5e nit,P.0 Box 1025, Stow,MA 01 5. Intemational..Fire Code Institute 0 ;P-292(revised ai" a .., ..,.+ems•-.. -•,, ay..•.r•Nq .- .,s,.- 3s� �""�* "`" .�„� ...r;...>,.,•- x Y '.yy .+ s r g g, ,p'i,� s i :zay .t ##r.y S fu. •,r.,F t r: µ 1 ..;£.. 4 fs l X�+h � TI ., ,' t �s a `, :,t a te"• . > TM s r 4> r IDID baddaW -7 ,, r E.t t i, 1{ • •3...E :j.�d >. 1 %pY Y g �. � F7 < -� 4 d j " i yq F k Dee�aat. o��vu5au�ce�reee o�rlreStaie �vre, 4, �, s a iw d r -• _ ,, ; s. ,RECEIPT OF DISPOSAL or UNDERGROUND STEEVSTORAGE TANK Fern FT�29117 e �'` wF•.� � � ,�, � rr°.} c t s.�. a � �` �-.- 4 � ` ; „•a f'--.*k � _..�..r x, 7t.y-'Ta t .�rvxu'• a -"�kii r.} n y.+p�`fa+ ", NAME I►ND ADDRESS OF APPROVED' YARD ' + „,s� g�I F,�.. 112I CITY Sc a Iz ne -s p a� Y' .. n"K•'xzw ,.k [ max.-l.,. .L � � { z-`3'Nric3�a zc'� 545 S�ate'I�€� d, 1%J,giY �,"Y—zr�� -� �?r �,. f t� r' � r s v. t t... k ,' f` 1p +` ,�', ,t^ 4 -( fc'�� x a} ,r,. ( 1: 'At . ?p ,. t; '' :; I� yd :APPROVED TANI(iYARD NOS' $ 8 Wink, Yard LedQer502 CMR 3.03 o5 A 9�r € s.. 1 „: e s y3sg `rP tl a r .« HaFher I certify,under penalty of law I have,personally examined the underground steel storage tank&Wiled to this{approved^tank yard by firm corpardtion or y i`�'s'3'Sp "• ,'a",'tit r i.'s 5i.?: .7p+' '"k ^fl"`"rf',, _ o- ` 3 - a.,;•. ;partnerstilp' bra;��"'� r" .��ati S°•• s7 =.and accepted same In conformance with Massachusetts Flre Prevention Regulation 502r' r .� �,.,p , sy"..;.�.;- .,;. ; :a.._. ,..: ;.�...,.'��'�.•'S J k .-;� •x�. .�?$'� � _. ,. .�...}, s..,,0.•"4 - - CMR 3.00 Provtsiovn�s�for.Approving Underground,Steel Storage Tank dismantling yardsA.valid permit was issued by,LOCALrHead ofa=ire Department a {.;"ra f� 3 'e:. i4 ] z ?6 d Zr y ;4' FDID# ,�r , ! „2—to transport this tank to this y mil �§ $ _ t p; ,. wa k y ;. . a"k�T.'1'!'"S f''.`�-.t.,'�,'� �-.r•��»'.. _,'TM. r .1'�'E�'��..' �'�`, "Lk� k°Jrki` rt--e,� a gr�'r�+,S �£y"A0.3• �h-'y '� ,z,��' Name a d cial bUe of ap d tank yard owner or owners authonzed representative a �`��'�{ � �� �.� +=a. a d�yyy•'��`'5=�e ,:.�,�, rt• os j'S r��, �-r .s- "�' ac- � a -: k !g ft z s •• �t l ' x A.ry: 5 s .x'TITLE s a 3 ah ys DATE SIGNED r r Sh«SIGNATURE + �3;idc•fin:# �s.- f r:M a - -.r v '�'•' Y r<3 tea, as,z•: � �;" r i '�"r<',,.�' ��...- x e-..•s 5..?,.. <� $ a,•, :.c } i� � � .� w � �• �k (q]/, �.,.,g�` Ty � This signed receipt of disposal must be returned to the local head of the fire department)FDID3t _ .2.pursuant to 502 CMR.3 00 -z3, •'-'i. +nslrm,.s.,v�.».xx .,{,"..tR .y ! f Z -.-' a ,,,mow save a ^i- -:uL ''a� _ VT, •Y -ak'' �:EACH TANK MUST HAVE;A RECEIPT OF.DISPOSAL� .�,.jam �,,_,�• �t���`�°,;fi;h r I*� ;^„er ���;�� �>z����x ��g �'F�' yy °` �� � �s'r v.; ,�'a•. _ �.°'� � �_?_:-r.�;• r�., _ :.:;�3 k�' ,�_�- t '�-i-;_ r r..��t c t� tad` }�,Ld e h v., a�`a ,�i r.+ r `p`�� Y r i ,..1, "! y, a, ;arM' ;#, # 33 .q "•k 'r , ,a` v`$ �# as al 'r•:.sp a �I':K a St:.' .tsg z...P. �•"; z�+'ft•f :t r rt fe`3r*""r f� 7i" fi �'`3h. •�x'k. ..� is; 0. +„ z '0.e�'$' '3'.* s^,.: ai. I �r';r ;' •{y" �"•"'-"ry :'"Y,a get - C "".'i. � ..x.:F? X �n'I� `5'�A Ef,A'"i'FP?n � , 5 £ t�'..3 s t.,.'::i .1?."'; .' r :a+.'St aY '% €�>rt6. + „yp`; y k•p a4 ,� +,,e' : J+ }x MJ. 'k � � s'' * ��.r.^w���k.ha i�'��s z; 4 x�• :,. � ,rr t.4 r. �' � t�~4� ���� A ��.>a �-..��4 , �'w�a��� zr f. TANK REMOVED FROM x' ,rr;' TANK DATA,T 4 .` F P 9 `t.''€ ". r• ro;_�,. xa. r-K=�'�r `��.'`.~i'" '`' k $.�:ev�5� mot '.:tWN q " ��'� ^' e �' a f ..4:"n•�a ,�,.* ,. r't. Ems. } s<,,. '`% '•` t f '� €:�r W)c:v`: g� zx�tri, 8'• s .z��' .t '� �5 a --.3 � V `s sF •�a r �:4 a �� •'S.,�a ;'}Rv `2". ` •s�""'s ? P�'/' ` � p yp�✓f�G•�iQ�.� �� �.� w �0����,�,��� 1"•`�� l;, ss �-�����! 1C��°..� s�:/%1....F..;�.... �' •9,`$r `` 'p� ��::� rt��� �]] n ' t '• :-,;' '.• s�•s _i.� _`'-" •t;li ,, 7"x :y .r ,••F ;T.-(HO:aid Strtet)' ..., :• f, � .. • a- i9 flee Gi Pcevioua Conte to ,cJ p . + a y'ir;..� � t 'I`'•3 b yi�.e;n ,•-K' -dy...l"' �.�yr�Y'zy9+eda'' #'...,�,-t '..-�� � '°'� '� :r ,i.. �::k� 9 a ;7�'ti w s .� � �...: 3 _ c i �.'_ � r,� a� s A �, .� y�x y^•/s-,•rr�, �'.,�;�e a. e ,y�'v �3•%��t � t *a��r•s.� :`.3 a-` a '�Tl F�tV"r � r� •��. „k `V',��� p R t Diatnitit 1.tngth v r xa.,4 s ,. t(Clry orlTowa)- 3. s }nr mt y e�r9'.: j��4'� roc•-:ss. �.M Mtn a _r�,F ya ��'.• t P a�-.�� ' a S*'a�ti�a�`' �!.��: t; c �{�, is €` �{`I I�•t a°j�:^r f� ..��y '-. 4-7Z .t Ysy p `e '"'-r fxfn' >Fire Deplrtment Pert# „::.4'n -Y .1`sf pr? h: i f•. ro T 4 2 U�...a•x ,� �'4 alp k vp• d a r Serial# if available [ +aFi s c y�. t t f _ _ .iF.-.,af s � - av � ,s a( tff5 •� �..i 3�3 1-, .s '.zxrt. � 'p ta,. :h ti•a 4'I<'fb { 2 t�+up �1Mnt; `, #; F i 3 h Av s`,+ 'rk',5 r�a' •�..; _ #, t 3 Yni�a ,t. : Tank I.D.W(Foilifili i7V)a " ."- Owner/Operator to mail revised copy,of Nlotificahon�Form(FP290;oc FP290R}fto` ,UST Compliance; fi { t•�:ri c P „"r� �xxJ' .. 'Uffce of t�h` e State Fire`Marshal,P.O Boz 1025'�Mate Road,Stow, .MAC 01775 b � �� , 'I �' ��y', s0.t`F� �.�2 *�� ; '}` +{ z �d �•y. ��': r c � ��� _ a'a �� �+ ��1� I ( �• ky,. ......rev ._ £ _...�, '* tx r< x f t .' , .r a ''... } ,i„ i_s c Make application to local Fire Departmf,--` Fire Departm'F •etains original application and issues f jlicate as Permit. ��k%���rcG"t����e�i�ccP.a— ✓c�a��o� J'rixe ✓��e2��utcon APPLICATION and PERMIT Fee: . o0 for storage tank removal and transportation to approved tank disposal yard in accordance with the provisions of M.G.L. Chapter-148, Section 38A, 527 CMR 9.00, application is hereby made by: Tank Owner Name(please print) G7 RO-37'y or- G,4Pt6 C o p X Address QtJ L.5/ 5'AN`l'" c� 9naroie r ep g apemen street. City �J ©��v / scare Zp Company Name $' Cd'il[SrY" � -� Prat Co.or Individual ��,Y Address -31 Z- "©CO C_C 3 F /Y/ Ct1 ED FC�I�p arh7t ---- -- PM Address, �{� T®11G ��G'l �¢=4Ti�® L7 . Signature if ying for pe ) P`O Signature(if applying for permit) ❑ IFCI Certified Other ❑ IFCI Certifiedfell LSP# 3 Other Tank Location 'tt: fa A f 11 i J&- :q f?Cj,,,f p _ sleet Address Tank Capacity(gallons) city Substance Last Stored WA sT t P/4, Tank Dimensions(diameter x length) Remarks: ^ r` Firm transporting waste : ' � f¢ � `3 State Lic. # d® r Hazardous waste manifest# Kk)//1; E.P.A. # Approved tank disposal yard M l p C LE Y S R14 P Tank yard# Type of inert gas Al R 611 R Tank yard address 5 Lfe -�-(,4kT e po,q y CAS Q �1 City or Town FDID# Permit# Date of issue �LK aQ�j� 000. ,of expiration " Dig safe approval number: ,r ' Dig Safe Toll Free Tel.Number-800-322-4844 Signature/Title of Officer grdltg pe��rA � After removal(s)send Form FP-29OR signed b cal Fi ept. to UST Regulatory Compliance Unit, One Ashburton Place, Room 1310, Boston, MA 02108-1618. 'P-292(revisari qmri Make appucauon to tocai rare Uepartment Fire Department retains original application and issues duplicate as Permit �P��aiSi�4%ln�lll O��!/X8 V1xW.Cs1— ✓VQQ/X�O��J f/J�6 ✓ 5Me3j4r,E%7Z�.dltj 'I APPLICATION and PERMIT Fee': for storage tank removal and transportation to approved tank disposal yard'in accordance with the provisions of M.G.L. Chapter 148, Section 38A, 527 CMR 9.00, application is hereby made by: Tank Owner Name(please print) Y % ; N 1'"'-'(�l�tj� x _ rwe 9 tor perms Address 52, she �% �y er slats zip Company Name !s , (�Y� Co.or Individual prim,� 1 � _ -6�c i Address 5^ o V J D(���-(IK^J V `Lf Address � lA A-Vt, _,f4 i`2 'Sign 'tore pplyin f ` ` Signature.(if applying for permit) (-?...A 04.V3 0t—� ZZ . dig z ❑ IFCI'Certified Other ❑ IFCI'Certified ❑ LSP# Other Tank Location v N tni('Cg cO f % sre.raddress - C;ry el Tank Capacity(gallons) Substance Last Stored Lye- Tank Dimensions(diameter x length) l Remarks: Jul ,i, Firm transporting waste C �,*nj gAgo-)n Y✓� State Uc.# "/Y Y 17 Hazardous waste manifest# %0 ?A// E.P.A.# Approved tank disposal yard _ - Tank yard# Type of inert gas _Tank yard address 0491 City or Town FDD 11 Permit# Date of issue ,a O gate of expiration a a 1 number Di sa a royal number. c* t�, � Di Safe T I F e Tel. umb r-800-322-4844 Signature/Title of Officer granting permit After removal(s) ("Consumptive Use'fuel oil tanks exempted)send Form FP-29OR signed by Local Fire Department to Office of the. State Fire Marshal, UST Regulatory Compliance Unit, P.O.Box 1025, Stow, MA 01775. Intemational.Fire Code Institute :P-M2(revised 4)" k � ` ` V Groundwater & Environmental Services, Inc. 364 Littleton Road• Suite 4•Westford, MA 01886•(978)392-0090• FAX(978)392-8583 June 20, 2002. JUN � 4 ?00? Mr. Thomas McKean rowN of BARN sr Barnstable Board of Health HEA�Tr f RNSrAaiE 200 Main Street Hyannis, Massachusetts 02601 Re: Public Notice Requirement Phase IV Remedy Implementation Plan il Ser=ice.Stwt;on 1:1636 (-o--rnerly 01-QJH) `156 Iyanough Road Hyannis, Massachusetts MADEP Site No. 4-13422 Dear Mr. McKean: On behalf of Mobil Business Resources Corporation (Mobil), Groundwater & Environmental Services, Inc. (GES) is informing you that a Phase IV Remedy Implementation Plan (RIP) has been completed for the Mobil Service Station property located'at 156'Iyanough Road"iii'Hyannis,Massachusetts. The Phase IV RIP was submitted on June 20, 2002 to the Massachusetts'Department of Environmental Protection (MADEP) Southeast Regional Office'located at 20 Riverside Drive in Lakeville, Massachusetts. Please contact MADEP at (508) 946-2700 if you wish to review these documents. If you have any questions regarding this submittal,please contact the undersigned at (978) 392-0090 extension 125. Sincerely, GROUNDWATER&ENVIRONMENTAL SERVICES, INC. ` 1 �L Keri.A. Fitzpa rick Brian A. Emery, LSP Project Manager.' -Senior Project Manager e MADEP Southeast Region " E5763 COMMONWEALTH OF MASSACHUSETTS EXECUTIVE OFFICE OF ENVIRONMENTAL AFFAIRS F DEPARTMENT OF ENVIRONMENTAL PROTECTION h -,SOUTHEAST REGIONAL, OFFICE O,' SJ Ov ,r ARGEO PAUL CELLUCCI . D Governor'. i Secretary JANE SWIFT``' DAVID B.rSTRUHS Lieutenant Governor: om issi ... � 'one February 4, 1999 Mr. Jeff Johnson, Project Engineer RE: BARNSTABLE--WSC #4-13422 Mobil Business Resources Corporation Mobil Station #01-QJH 464 Doughty Boulevard 156 Iyanough Road Second Floor PERMIT APPLICATION Inwood, New York 11097 TRANSMITTAL #W003021, M.G.L. c.21E and 310 CMR 40 . 0000 Dear Mr. Johnson: The Department of Environmental Protection (the Department) , , Bureau of Waste Site Cleanup has completed its Initial Review Period (T-1) and has determined that the permit application is administratively and technically deficient . The following deficiencies are noted: 1 . A statement affirming publication of the legal notice pursuant to 310 CMR 40 . 0703 (8-) (a) 1 and a copy of such notice were not included in the Permit Application. 2 . A copy of the cover letter and notices submitted to the Chief Municipal Offices and the Board of Health required pursuant to 310 CMR 40 . 0703 (8) (a) 2 were not included in the Permit Application. 3 . According to- the Phase I Investigation Report ,.dated October 15, 1998 . and prepared by Groundwater Environmental Services, Incorporated, the site is located within the Zone II established for the Maher Municipal Wellfield. (the site is 0 . 2 miles south of the Wellfield) . Benzene, toluene, ethylbenzene and xylene, (BTEX) and methyl tert butyl ether (MTBE) were identified in the groundwater at monitoring well MW-14 at concentrations of 1, 162 parts per billion (ppb) and 10 ppb, respectively. A review of the volatile organic data submitted to the Department by the Barnstable Water .Company for the Maher Wellfield indicated that MTBE was identified in the groundwater in Municipal 20 Riverside Drive•Lakeville,Massachusetts 02347• FAX(508)947-6557•Telephone(508)946-2700 This information is available in alternate format by calling our ADA Coordinator at(617)574-6872. DEP on the World Wide Web: http://www.ma-,net.state.ma.us/dep ��Printed on Recycled Paper 2 Well Numbers 2 and 3 in February 1998 at - concentrations up. to 3 . 1 ppb. . r Based on the above _informati.on_, the_:;Tier- _Class if,ication Package should be reviewed and modified as necessary to address the drinking water exposure pathway. ,Additional, ,resppnsp,,act ions must also be conducted at the site to delineate the ,full extent of groundwater contamination at the sitet ncluding any;-impacts to the Maher Municipal. Wellfield Pursuant to 310 CMR 40 . 0722, the applicant shall have thirty (30) days from the date of the issuance of a Statement of Technical Deficiencies, to address the deficiencies specified herein. An applicant has the option of ` proceeding on the record, as it stands (in accordance with 310 CMR 4'0 . 0722, and 310 CMR 4 . 04) at the time, by notifying the Department in writing within thirty (30) days of issuance of the - Statement of- Technical Deficiencies . An applicant so electing to proceed on . the record may not, in any manner, amend, revise, replace, or supplement the application or supporting material . . If the applicant fails to respond to the Statement of Technical "Deficiencies within the thirty (30) day time frame, the application shall be reviewed. on the- record. Upon receipt of a response to the Statement of Technical Deficiencies or the. applicant ' s notice to proceed on the record, on in the event of failure by the applicant :to respond, the Department shall have forty-five (45) days, subject to adjustment in schedule pursuant to 310 CMR 4 . 04, to perform a. Supplemental Technical Review Period (T-2) . In accordance with 310 CMR 4 . 04 (2) and 310 CMR 40 . 0720 (3) , the applicant and the Department mayp, by written agreement, extend any schedule for timely action or any portion thereof . Should you have questions regarding this letter, please contact Mark Jablonski at the letterhead address or at (508) 946- 2819 . The Department appreciates your anticipated cooperation, in this matter. , Sin ely, Ct Gerard M.R. Martin, Chief Site Management & Permit Section M\MJ\cb CERTIFIED MAIL NO. Z 539 134` 398 RETURN RECEIPT REQUESTED CC : Barnstable Board of Health P.O. Box 534 Hyannis, Massachusetts 02601 ATTN: Tom McKearn, Hazardous Waste Coordinator 3 cc : Town of Barnstable 367 Main Street _ Hyannis, Massachusetts 02601 j ATTN James -Tinsley, Town-.Manager s. =.. .BtLrnbtable- r:-Wat0 =Company P.O Box 326: Hyannis Massachusetts- 026O1 _ ATTN: George Wadsworth _ } _ Groundwater and Environmental Services 364 Littleton Road Suite 4 Westford, Massachusetts 01886 ATTN: James Young, LSP DEP-SERO ATTN: Mark Jablonski Data Entry - v - _ ' CERTIFICATE OF UNDERGROUND STORAGE TANK SYSTEM TESTING TANKNOLOGY-NDE T�QNIi(NOLOGY-NDE 8900 SHOAL CREEK, BUILDING 200 V I AUSTIN,TEXAS 78757 (512)451-6334 FAX (512)459-1459 TEST RESULT SITE SUMMARY REPORT TEST TYPE: PTK-88 PURPOSE: COMPLIANCE TEST DATE: 06/09/98 CUSTOMER PO: COMPLIANCE WORK ORDER NUMBER: 7112038 CLIENT: MOBIL OIL CORPORATION SITE: MOBIL 01—QJH 3225 GALLOWS ROAD 1, (156 IYANOUGH ROAD FAIRFAX, VA 22037 �/ HYANNIS, MA 02-601 ATTN: �V STEVE ANASTOS The following test(s)were conducted at the site above in accordance with all applicable portions of Federal,NFPA and local regulations 'Hy"N'S FIRE PR' VE HYANNIS FIRE.D , R11 p'E.t.cr, 95 HIGH SCHOOL HYANNIS, 026'EXT Line and Leak Detector Tests ,.... ..vh J.....,.rr:........ ...:. .\....,::.... .. :. £ �_< a.F9k ..: �M.....:.: Hfi' N<<........ .... .. �...,. ... .:.•....I,,3.;E..:.+.y�. f....�r ,..�h°� �:::> ;_,°>z;sjy,(��5:`�:. -,c:„x waste of 1 WASTE OIL 2 REGULAR 0.000 P y P 3 SPECIAL 0.000 P y P 4 SUPER 0.000 P y P Tanknology-NDE appreciates the opportunity to serve you,and looks forward to working with you in the future.Please call any time,day or night,when you need us. TANKNOLOGY-NDE Representative: Services conducted by: TOM PRESNAL SHAWN P. CONRAD Reviewed: Technician Certification Number: 5019 Printed 06/19/98 08:16 KOHLMEYER Y INDIVIDUAL TANK/LINE/LEAK DETECTOR TEST REPORT TEST DATE: 06/09/98 TANKNOLOGY ND WORK ORDER NUMBER: 7112038 CLIENT: MOBIL OIL CORPORATION SITE: MOBIL 01-QTH .... ............a..... :.r:.r:.rr:.:br....y.,xx.x:i ix::8.t:#:.:x. Tank ID: 2 Material: Dw FIBERG Bottom to top fill in inches: 142.0 Product REGULAR Tank manifolded: No Bottom to grade fill in inches: 150.0 Capacity in gallons: 11,627 Vent manifolded:No Fill pipe length in inches: 50.0 Diameter in inches: 92.00 Vapor recovery manifolded:yES Fill pipe diameter in inches: 4.0 Length in inches: 409 Impact Valves Operational: Stage I vapor recovery: DUAL Tank age(years): Overfill protection: Stage II vapor recovery: ASSIST Fuel pure rating: Overspill protection: Installed: COMMENTS CP installed on: .... . .. ._ .... .,.r... { ,.a..e...:....r........,........a.....<....., ..: ,. ... ....n.,. ...t..Y...:... :.,,.a..r:r..,...........:�...,�..».....>r......-....�.::i:.:..i;;.:.yr':: ,r�..�:.r PSI at tank bottom: New/passed Failed/replaced New/passed Failed/replaced Fluid level in inches: L.D.#1 L.D.#1 L.D.#2 L.D.#2 UFT/OFT: Make:RED JACKET Fluid volume in gallons: Model:X.L.P. Tank water level in inches: S/N: 20391-1313 Test time: Open time in sec: 2.00 Number of thermisters: Holding psi: 15 Specific gravity: Resiliancy cc: 380 Water table depth in inches: Test leak rate mVm: 378.0 Determined by(method): Metering psi: 17 Leak rate in gph: Calib. leak in gph: 6.00 Result Results: PASS COMMENTS COMMENTS .r:..�t;.:...A,......,..........».. .....................�..�.o...<:..... ...,H. ... ....... .... ........... ,...r.v.....E:.rr.:. ..is �w>; Test time: Material: FIBERGLASS Ullage volume: Diameter(in): 2.0 Ullage pressure: Length(ft): 75.0 Results: Test psi: 50 Bleedback cc: 160 DATA FOR UTS-4T ONLY: Test time(min): 30 Test 1:Start time: 14:31 Time of test 1: Finish psi: so Temperature: Vol change cc: 0 Test 2:Start time: 14:41 Flow rate(cfh): Finish psi: so Time of test 2: Vol change cc: 0 Test 3:Start time: 14:51 Temperature: Finish psi: 50 Flow rate(cfh): Vol change cc: 0 Time of test 3: Final gph: 0.000 Temperature: Result: PASS Flow rate(cfh): Pump type: PRESSURE COMMENTS Pump make: RED JACKET COMMENTS Printed 06/19/98 08:16 KOHLMEYER 8900 SHOAL CREEK,BUILDING 200,AUSTIN,TEXAS 78757(512)451-6334 INDIVIDUAL TANK/LINE/LEAK DETECTOR TEST REPORT TEST DATE: 06/09/98 WORK ORDER NUMBER: 7112038 CLIENT: MOBIL OIL CORPORATION SITE: MOBIL 01-QTH .ems...u:.s.. ».... �!C..c.....»-:::... .4 ..,u.... .. R 1 :.. ..............._,........._........................>._..__,..,..,:.,,,,w»:.......3>::..::»:;,.;<c>:;.tsx^stasis:rf:s>>.,a:i:,>:,:»...>:;>r:... Tank ID: 3 Material: DW FIBERG Bottom to top fill in inches: Product SPECIAL Tank manifolded:No Bottom to grade fill in inches: Capacity in gallons: 9,728 Vent manifolded:No Fill pipe length in inches: Diameter in inches: 92.00 Vapor recovery manifolded:yES Fill pipe diameter in inches: 4.0 Length in inches: 342 Impact Valves Operational: Stage I vapor recovery: DUAL Tank age(years): Overfill protection: Stage 11 vapor recovery: ASSIST Fuel pure rating: Overspill protection: Installed: COMMENTS CP installed on: _...... ....... 1 . . . PSI at tank bottom: New/passed Failed/replaced New/passed Failed/replaced Fluid level in inches: L.D.#1 L.D.#1 L.D.#2 L.D.#2 LIFT/OFT.- Make:Rm JACKET Fluid volume in gallons: Model:X.L.P. Tank water level in inches: S/N: 20391-1314 Test time: Open time in sec: 2.00 Number of thermisters: Holding psi: 12 Specific gravity: Resiliancy cc: 370 Water table depth in inches: Test leak rate mVm: 379.0 Determined by(method): Metering psi: 1e Leak rate in gph: Calib. leak in gph: 6.00 Result Results: PASS COMMENTS COMMENTS tom' ...<..;... ....»....................n .............. .. .... ... .:.................. .::..:. ......:.:.:;:><:s,-;':'c>Yrrxai?:>�':F..x>i'g:,:r::<..;::::::;iG::t:%' Test time: Material: FIBERGLASS Ullage volume: Diameter(in): 2.0 Ullage pressure: Length(ft): 75.0 Results: Test psi: 5o Bleedback cc: 180 DATA FOR UTS4T ONLY: Test time(min): 30 Test 1:Start time: 14:33 Time of test 1: Finish psi: so Temperature: Vol change cc: o Test 2:Start time: 14:43 Flow rate(cfh): Finish psi: so Time of test 2: Vol change cc: U Test 3:Start time: 14,:53 Temperature: Finish psi: so Flow rate(cfh): Vol change cc: o Time of test 3: Final gph: 0.000 Temperature: Result: PASS Flow rate(cfh): Pump type: PRESSURE COMMENTS Pump make: RED JACKET COMMENTS Printed 06/19/98 08:16 KOHLMEYER 8900 SHOAL CREEK, BUILDING 200,AUSTIN,TEXAS 78757(512)451-6334 INDIVIDUAL TANK/LINE/LEAK DETECTOR TEST REPORT TEST DATE: 06/09/98 iWORK ORDER NUMBER: 7112038 CLIENT: MOBIL OIL CORPORATION SITE: MOBIL 01-QJH 1...._. Tank ID: 4 Material:Dw FIBERG Bottom to top fill in inches: 140.0 Product: SUPER Tank manifolded:No Bottom to grade fill in inches: 148.0 Capacity in gallons: 9,728 Vent manifolded:No Fill pipe length in inches: 48.0 Diameter in inches: 92.00 Vapor recovery manifolded:yES Fill pipe diameter in inches: 4.0 Length in inches: 342 Impact Valves Operational: Stage I vapor recovery: DUAL Tank age(years): Overfill protection: Stage II vapor recovery: ASSIST Fuel pure rating: Overspill protection: Installed: COMMENTS CP installed on: >.. i �>. .... .>...:::tux......x.........:::+^�'y.>^.: PSI at tank bottom: New/passed Failed/replaced New/passed Failed/replaced Fluid level in inches: L.D.#1 L.D.#1 L.D.#2 L.D.#2 LIFT/OFT: Make:Rw JACKET Fluid volume in gallons: Model: Fx1 Tank water level in inches: S/N: 30797-1810 Test time: Open time in sec: 1.00 Number of thermisters: Holding psi: 12 Specific gravity: Resiliancy cc: 110 Water table depth in inches: Test leak rate mVm: 378.0 Determined by(method): Metering psi: 10 Leak rate in gph: Calib. leak in gph: 6.00 Result: Results: PASS COMMENTS COMMENTS ................ Test time: Material: FIBERGLASS Ullage volume: Diameter(in): 2.0 Ullage pressure: Length(ft): 75.0 Results: Test psi: 50 Bleedback cc: 180 DATA FOR UTS4T ONLY: Test time(min): 30 Test 1:Start time: 14:30 Time of test 1: Finish psi: so Temperature: Vol change cc: 0 Test 2:Start time: 14:40 Flow rate(cfh): Finish psi: so Time of test 2: Vol change cc: 0 Test 3:Start time: 14:50 Temperature: Finish psi: 50 Flow rate(cfh): Vol change cc: 0 Time of test 3: Final gph: 0.000 Temperature: Result: PASS Flow rate(cfh): Pump type: PRESSURE COMMENTS Pump make: RED JACKET COMMENTS Printed 06/19/98 08:16 KOHLMEYER 8900 SHOAL CREEK,BUILDING 200,AUSTIN,TEXAS 78757(512)451-6334 •T NimozOGY-NDE TANKNOLOGY-NDE 8900 SHOAL CREEK, BUILDING 200 AUSTIN,TEXAS 78757 (512)451-6334 FAX(512) 459-1459 TEST DATE: 06/09/98 WORK ORDER NUMBER: 7112038 CLIENT: MOBIL OIL CORPORATION SITE: MOBIL O1—QJH WASTE OIL SXP 12K � I U) x REG Z x > I CANOPY x 464 dvC� �7C7d x vla - 1 - Printed 06/19/98 08:16 KOHLMEYER Health Complaints 09-Jan-98 Time: 9:52:00 AM Date: 1/2/98 Complaint Number: 1153 Referred To: GLEN HARRINGTON Taken By: THOMAS MCKEAN Complaint Type: ARTICLE XXXIX HAZARDOUS WASTE Article X Detail: Business Name: Airport Mobil Number: 156 Street: lyanough Road Village: HYANNIS Assessors Map-Parcel: Actions Taken/Results: gh inspected 1:00 pm. Pumps inspected, no evidence of major release. Only oil staining on conc pads at pumps. I talked to Brian Perry, Owner. He said that he replaced a hose on one of the pumps the day before. A car had driven away with the nozzle still in the vehicle. Owner stated that the hose has a breakaway shut-off valve so no gas spilled. Owner said that a little gas spilled during the hose repair. The wind was blowing a gale during the hose repair and the wind blew some of the gas towards a car that was fueling. The car moved due to the incident and the owner stated it was probably that person who called. Investigation Date: 1/2/98 Investigation Time: 1:00:00 PM 1 � N f' 1 COMMONWEALTH OF MASSACHUSETTS F EXECUTIVE OFFICE OF ENVIRONMENTAL AFFAIRS c DEPARTMENT OF ENVIRONMENTAL PROTEC SOUTHEAST REGIONAL SOOT NAL OFFICE G O W ,Qf ARGEO PAUL CELLUCCI TjR� Y COXE Govemor - — Secretary j 0 OP B AV,r D` STRUHS y�Uy FPll9e(�c 99 missioner C (OPY s � November 10, 1997 Mobil Oil Corporation RE: BARNSTABLE-BWSC N.E. Business Unit Petroleum Release 1800 West Park Drive, Suite 440 156 Iyanough Road :.Westborough, Massachusetts 01581 RTN #4-13422 NOTICE OF RESPONSIBILITY M.G.L. c. 21E, 310 CMR 40 .0000 ATTENTION: Mr. David Baker. On October 10, 1997, at, 12 :30 p..m. , the Department of Environmental Protection (the "Department" ) received oral, notification. of a release and./or threat of release of oil 'and/or' hazardous material at the above referenced property which requires , one or more response actions . According to the notification, three " (3) gasoline dispenser pump lines failed tightness. tests- Subsequent testing of'- soil and groundwater at the site revealed the presence petroleum constituents. The site is located within -, ...the Interim Wellhead Protection Area (IWPA) for- a municipal well.field owned by the Barnstable Water Company.. The Massachusetts Oil . and Hazardous Material Release Prevention and Response Act, M.G.L. : c . 21E, and the Massachusetts Contingency Plan (the . "MCP" )., 310 . CMR 40.. 0000,. require the performance of response actions to prevent harm to health, safety, ., public welfare and. the environment which .may result from this release and/or threat of `release and. govern the conduct' of such actions The purpose of this notice is to inform you- of your }" legal responsibilities under State law for assessing and/or remediating the release at this property: For; purposes of this Notice of Responsibility, the terms and phrases used- herein shall_ 20 Riverside Drive•Lakeville,Massachusetts 02347• FAX(508)947-6557•Telephone(508)946-2700 �ia Printed on Recycled Paper - -2- have the meaning ascribed to such terms and phrases by the MCP unless the context clearly indicates otherwise . The Department has reason to believe that the release and/or threat of release which has been reported is or may be a disposal site as defined by the M.C.P.. The Department also ,has reason to . believe that you (as used in this letter, "you" and "your" refers to Mobil Oil) are a Potentially Responsible Party (a "PRP" ) with liability under M.G.L. c . 21E §5, for response action .costs . This liability is "strict" , meaning that it is not based on fault, but solely on your status as owner, operator, generator, transporter, disposer or .other person specified in M.G.L. c . 21E §5 . This liability. is also "joint and several meaning that you may be liable for all response action costs incurred , at a disposal site regardless of the existence of any other liable parties . The Department encourages parties with liabilities . under M.G.L. c . 21E to take prompt and. appropriate actions in response to releases and threats of release of oil and/or hazardous materials . By taking- prompt action, you may significantly lower your assessment and cleanup costs and/or avoid liability for . costs incurred by the Department in taking such actions . You may also avoid the imposition of, , the amount of. or. reduce certain permit and/or annual compliance assurance fees payable under 310 CMR 4 . 00 . Please refer to M.G.L. c . 21E for a complete description of potential liability. For your convenience, a summary of liability under M.G.L. c .21E. is attached to this notice . You should be aware that you may have claims against third parties for damages, including claims for contribution or reimbursement for the costs of cleanup. Such claims do not exist indefinitely but are governed by laws which establish the time allowed for bringing litigation`. The Department encourages you to take any action necessary to protect any such claims you may. have, against third parties .: IMMEDIATE RESPONSE ACTIONS REQUIRED By November 18, 1997 you must submit to the Department a ;written Immediate Response Action Plan (IRA Plan) , pursuant to 310 CMR 40 . 0410 , which evaluates the site conditions for the existence. of a release or threat of release of oil or hazardous materials The plan shall include at a minimum. the following: r ti t -3- 1. An environmental assessment to evaluate all potential sources of contamination at the site . This plan should also include a contingency to delineate the lateral and vertical extent of, the plume : 2 . The. results of "tightness" tests for all USTs and associated piping at the site . If these tests have not been conducted, then submit a schedule to implement UST testing.. 3 . - A detailed diagram of the vapor extraction system installed at GES-2, GES-3 . and GES-4.. 4 . A schedule and approach for -monitoring_ groundwater conditions at the Site to evaluate the effectiveness of the vapor extraction system. The approach must also include criteria that will be used to evaluate whether the system must be upgraded to contain and\or remediate contamination at the. site . 5. The, name of the Licensed Site Professional (LSP) retained to oversee the required response actions and the timelines for initiating, conducting the IRA must be- provided. - Pursuant to 310 CMR 40 .0950 you are also required to conduct an Imminent Hazard Evaluation for the site. Within seven (7) days of this Notice, you must notify the Department in writing of your intent to perform the required response actions . The dates established in this Notice all constitute Interim Deadlines established pursuant to 310 CMR ' 40 . 0167 Additional submittals are necessary with regard to this notification including, but not limited to, the filing of a ` written IRA Plan, IRA ' Completion Statement and/or an RAO statement . The MCP requires that a fee of $750 . 00 be submitted to the Department when an RAO I statement is filed greater. than 120 "days from the date. of initial notification. Specific approval is required from the Department for the implementation of all IRAs and Release Abatement Measures (RAMS.) . Assessment activities, the construction of a. fence and/or the posting of signs are actions that are exempt from this approval requirement. f t -4- In addition to oral notification, 310 CMR 40 . 0333 requires that a completed Release Notification Form (BWSC-103 , attached) be submitted to the. Department within sixty (60) calendar days of .October 9, 1997 . You must employ or engage a Licensed Site Professional (LSP) to manage, supervise or actually perform the necessary response actions at this site . You may obtain a List of the names and addresses of these licensed professionals from the Board of Registration of Hazardous Waste Site Cleanup Professionals at (617) 556-1145 . Unless otherwise provided by the Department, potentially responsible parties ( "PRP' s" ) have one year from the initial date of notification to the Department of a. release or threat of a release, pursuant to 310 CMR 40 . 0300, or from ' the date the Department issues a Notice of Responsibility, whichever occurs earlier, to file with the Department one of the following submittals: (1) a completed Tier Classification Submittal; (2) a Response , Action Outcome Statement or, if applicable, (3) a Downgradien.t Property Status . The deadline for either of the first two submittals for this disposal site ..is October 9, 1998 . If required by the MCP, a completed Tier I Permit Application must also accompany a Tier Classification .Submittal . This site shall not be deemed to .have had all the. necessary and required response actions taken unless and. until all substantial hazards presented by the release and/or threat. of release have been eliminated and a level of No Significant Risk exists or has been achieved in compliance with. M..G.L. c . 21E and the MCP. If you have any questions relative to this notice,. please contact Mark Panni the letterhead address or at (508) . 946-2700 . All future communications regarding this release must reference the following Release Tracking Number: 4-13422 . Very truly yours, Richard F. Packard, Chief Emergency Response / Release . Notification Section P/MP/re -5- CERTIFIED MAIL #P 256 386 389 RETURN RECEIPT REQUESTED Attachments : Release Notification Form; BWSC-103 and Instructions Summary of Liability under M.G.L. c . 21E CC: Town Manager' s Office Barnstable Town Hall 367 Main Street Hyannis, MA 02601 Board of Health Barnstable Town Hall - 367. Main Street Hyannis, MA 02601 Barnstable Fire Department 3249 Main Street PO Box 94 Barnstable, MA 02630 ATTN: Fire Prevention Officer DEP-SERO ATTN: Andrea Papadopoulos, Deputy Regional Director Commonwealth of Massachusetts Executive Office of Environmental Affairs Department of Environmental Protection Southeast Regional Office William F.Weld Trudy Coxe Governor Secretary Argeo Paul Celluccl David B.Struhs Lt.Governor 1ar�� Commissioner mar% URGENT LEGAL MATTER: PROMPT ACTION NECESSARY CERTIFIED MAIL: RETURN RECEIPT REOUESTED March 5, 1996 Ms. Helen Hight RE: BARNSTABLE--WSC/SMP/RTN-4-11972 Project Engineer Mobil Service Station No. 01-QJH Mobil Oil Corporation 156 Iyanough Road 1800 West Park Drive NOTICE OF RESPONSIBILITY/REQUEST Suite 450 FOR INFORMATION, M.G.L. c.21E and Westborough, Massachusetts 01581 MCP, 310 CMR 40.0000 NOTICE OF RESPONSIBILITY M.G.L. c. 21E. 310 CMR 40.0000 Dear Ms. Hight: As you are aware, the Department of Environmental Protection, Bureau of Waste Site Cleanup (the Department) , approved a Class A-2 Response Action Outcome (RAO) Statement for the Mobil Service Station located at 156 Iyanough Road in Barnstable, Massachusetts on December 29, 1994.. As stated in the Department's approval letter, the RAO approval is limited to the gasoline release depicted on the RAO Statement: dated June 30, 1994, prepared by Kevin Kavanaugh, the Licensed Site Professional of record for the site. In addition, the RAO approval states that no additional remedial response actions are required at the referenced property relative to the gasoline release. On October 18, 1994, the Department received a report titled "Dry Well Closure Summary Report, Mobil Service Station No. 001-QJH, 156 Iyanough Road, Hyannis, Massachusetts" (the Dry Well Closure Report) dated November 3, 1992, prepared by Groundwater Technology. According to the Dry Well Closure Report, a MDC trap and a dry well were removed from the site on October 3, 1992. The Report also stated that a soil sample was collected from the base of the dry well excavation and submitted to Mobil Laboratories for the analysis of 20 Riverside Drive a Lakeville,Massachusetts 02347 a FAX(508)947-6557 a Telephone (506) 946-2700 Printed on Recycled Paper I I i i -2- volatile organic compounds and Total Petroleum Hydrocarbons via EPA Test Method 8240 and 418.1, respectively. A review of the analytical data revealed that tetrachloroethene, toluene, ethylbenzene, and xylene exist in the,,soil at the referenced property at concentrations of 128 ug/kg, 656 ug/kg, 540 ug/kg, and 2,742 ug/kg, respectively. The analytical data also revealed that Total Petroleum Hydrocarbons exist in the soil at the property at a concentration of 8,160 mg/kg. Based on the information contained in the Dry Well Closure Report, the Department determined that a release of oil and/or hazardous material occurred from the dry well at the referenced property pursuant to 310 CMR 40.0300 of the revised Massachusetts Contingency Plan (the "MCP") effective October 1, 1993. On February 27, 1996, Laura Stanley a representative of the Department informed Bill Messier of Mobil Oil Corporation that additional response actions are required to address the release from the dry well. On February 28, 1996, you informed Ms. Stanley that Mobil would address this release pursuant to 310 CMR 40.0300. The Department has therefore assigned the release from the dry well, Release Tracking Number 4-11972. The Massachusetts Oil and Hazardous Material Release Prevention and Response Act, M.G.L. c.21E, and the MCP, 310 CMR 40.0000, require the performance of response actions to prevent harm to health, safety, public welfare and the environment which may result from this release and govern the conduct of such actions. The purpose of this Notice is to inform you of your legal responsibilities under State law for assessing and/or remediating the release at the above referenced property. For purposes of this Notice of Responsibility, the terms and phrases used herein shall have the meaning ascribed to such terms and phrases by the MCP unless the context clearly indicates otherwise. The Department has reason to believe that the release from the dry well described in the Dry Well Closure Report is or may be a disposal site as defined by the MCP. The a epar tmenlL. also iias reason to believe that you (as 'used in this letter, "you" and "your" refers to "Mobil Oil Corporation") are a Potentially Responsible Party (a "PRP") with liability under M.G.L. c.21E §5, for response action costs. This liability is "strict", meaning that it is not based on fault, but solely on your status as owner, operator, generator, transporter, disposer or other person specified in M.G.L. c.21E §5. This liability is also "joint and several", meaning that you may be liable for all response action costs incurred at a disposal site regardless of the existence of any other liable parties. The Department encourages parties with liabilities under M.G.L. c.21E to take prompt and appropriate actions in response to releases and threats of release of oil and/or hazardous materials. By taking prompt action, you may significantly lower your assessment and cleanup costs and/or avoid liability for costs incurred by the } -3- s Department in taking such actions. You may also avoid the imposition of, the amount of or reduce certain permit and/or annual compliance assurance fees payable under 310 CMR 4.00. Please refer to M.G.L. c.21E for a complete description of potential liability. For your convenience, a summary of liability under M.G.L. c.21E is attached to this Notice. 1 You should be aware that you may have claims against third parties for damages, including claims for contribution or reimbursement for the costs of cleanup. Such claims do not exist indefinitely but are governed by laws which establish the time allowed for bringing litigation. The Department encourages you to take any action necessary to protect any such claims you may have against third parties. ACTIONS REQUIRED Additional submittals are necessary with regard to this release from the dry well and may include, but not be limited to, the filing of a written Immediate Response Action (IRA) Plan, IRA Completion Statement and/or an RAO Statement. The MCP requires that a fee of $750.00 be submitted to the Department when an RAO Statement is filed greater than 120 days from the date of initial notification. For the i purposes of this release, the date of initial notification shall be considered the date of this Notice. Specific approval is required from the Department for the implementation of all IRAs and Release Abatement Measures (RAMs) . Assessment activities consisting of the ` construction of a fence and/or the posting of signs are actions that are exempt from this approval requirement. In addition, 310 CMR 40.0333 requires that a completed Release Notification Form (BWSC-103, copy attached) be submitted to the Department within sixty (60) calendar days of the date of this Notice. You must employ or engage a Licensed Site. Professional (LSP) to manage, supervise or actually perform the necessary response actions at this site. You may . obtain a list of the names and addresses of these licensed professionals from the Board of Registration of Hazardous Waste Site Cleanup Professionals at (617) 556-1145. Unless otherwise provided by the Department, Potentially Responsible Parties ("PRP's") have one year from the initial date of notification to the Department of a release or threat of a release, pursuant to 310 CMR 40.03.00, or from the date the Department issues a Notice of Responsibility, whichever occurs earlier, to file with the Department one of the following submittals: (1) a completed Tier Classification Submittal; (2) a RAO Statement or, if applicable, (3) i t i M -4- a Downgradient Property Status. The deadline for either of the first two submittals for this disposal site is March 5, 1997. If required by the MCP, a completed Tier I Permit Application must also accompany a. Tier Classification Submittal. This site shall not be deemed to have had all the necessary and required response actions taken unless and until all substantial hazards presented by the release and/or threat of release have been eliminated and a level of No Significant Risk exists or has been achieved in compliance with M.G.L. c.21E and the MCP. ADDITIONAL INFORMATION REQUESTED As indicated above, the Department approved in writing a Class A-2 RAO for the gasoline release at the site. At this time, the Department informed you of the upgradient activities of the Barnstable Aquifer Protection Project Unit III Group and encouraged you to continue to monitor the groundwater at the site. The Department also encouraged you to allow the Unit III Group access to the wells for gauging and sampling. In a January 4, 1995 teleconference, Walter Valencia informed Lynn Doty, a representative of the Department, that Mobil would continue to maintain the monitoring wells installed at the site. Mr. Valencia also informed Ms. Doty that the monitoring wells would be sampled annually for the analysis for volatile organic compounds. The Department therefore requests copies of all analytical data associated with sampling activities conducted at the site subsequent to the Class A-2 RAO approval. On February 28, 1996, you informed Laura Stanley via a telephone conversation that the monitoring wells at the site would be sampled to address potential impacts to groundwater associated with the release from the dry well. You also informed Ms. Stanley that Mobil would consider allowing a representative from the Unit III Group access to the site for the purposes of gauging and sampling the monitoring wells. However, the Unit III Group must submit a formal request to Mobil to access the site. The Department also requests that it be notified when a formal decision is made by Mobil regarding the allowance of the Unit III Group access . to the site for the purposes of gauging and sampling the monitoring wells.. Should you have questions regarding this Notice, please contact Laura Stanley at the letterhead address or at (508) 946-2880. The Department appreciates your anticipated cooperation in this matter. Sin el , ' erard M.R. Martin, Acting Chief ite Management and Permit Section i r i i I 1 -5- M\LAS\CB CERTIFIED MAIL NO. P 606 844 691 RETURN RECEIPT REQUESTED Attachments: Release Notification Form; BWSC-103 and Instructions Summary of Liability under M.G.L. c.21E cc: Barnstable Board of Health P.O. Box 534 Hyannis, MA 02601 ATTN: Tom McKearn, Hazardous Waste Coordinator Town_ of Barnstable 367 Main Street Hyannis, MA 02601 ATTN: Warren Rutherford, Town Manager Barnstable Water Company 47 Old Yarmouth Road Hyannis, MA 02601 ATTN: George Wadsworth, President Barnstable Municipal Airport Unit 3 Group Boardman-Polando Field 480 Barnstable Road, 2nd floor Hyannis, Massachusetts 02601 ATTN: Benjamin C. Jones, Airport Manager DEP- SERO ATTN: Andrea Papadopoulos, Deputy Regional Director Jonathan Hobill, Acting Regional Engineer Richard Packard, Chief Emergency Response Section DEP - SERO - Data Entry i i SUMMARY OF LIABILITY UNDER CHAPTER 21B As stated in the Notice of Responsibility accompanying this summary, the Department has reason to believe that you are a Potentially Responsible Party ("PRP") with potential liability under M.G.L. c. 21E, section 5, for response action costs and damages to natural resources caused by the release and/or threat of release. ° i The Department has identified you as a PRP because it believes you fall within one or more of the following categories of persons made potentially liable by subsection 5(a) : • any current owner or operator of a site from or at which there is or has been a release or threat of release of oil and/or hazardous material; • any person who owned or operated a site at. the time hazardous material was stored or disposed of; • any person who arranged for the transport, disposal, storage or treatment of hazardous material to or at a site; • any person who transported hazardous material to a transport, disposal, storage or treatment site from which there is or has been a release or threat of release of such material; and • any person who otherwise caused or is legally responsible for a release or threat of release of oil or hazardous material at a site. For purposes of the MCP, you are considered a Responsible Party ("RP") with actual liability under Chapter 21E if you fall within one of these categories unless you (1) are entitled- to a defense under section 5 or other applicable law, and (2) have reasonably incurred cleanup costs in an amount equal to or greater than any applicable cap on liability under subsection 5(d) . This liability is "strict," meaning it is not based on fault, but solely on your status as an owner, operator, generator, transporter or disposer. It is also joint and several, meaning that each person who falls within one of these categories may be held liable for all response action costs incurred at the site, regardless of the existence of any other liable parties. Section 5 provides a few narrowly drawn defenses to liability, including a defense for releases and damages caused by an act of God, an act of war or an act by a third party other than an employee, agent or person with whom the party has a contractual relationship [see subsection 5(c) ] ; a defense for certain owners of residential f -2- ro ert at which the owner maintains a permanent residence see P P Y P [ subsection 5(h) ] ; and a defense for certain public utilities and agencies of the Commonwealth which own a right-of-way that is a site (see subsection 5(j) ] . You may voluntarily undertake response actions under the MCP without having your liability under Chapter 21E formally adjudicated by the Department. If you do not take the necessary response actions, or fail to perform them in an appropriate and timely manner, the Department is authorized by Chapter 21E to perform the necessary work. By taking the necessary response actions, you can avoid liability for response action costs incurred by the Department in performing these actions. If you are an RP and you fail to perform necessary response. actions at the site, you may be held liable for up to three (3) times all response action costs incurred by the Department and sanctions may be imposed on you, for failure to perform response actions required by the MCP. Response action costs include, without limitation, the cost of direct hours spent by Department employees arranging for . response actions or overseeing work performed by persons other than the j Department or its contractors, expenses incurred by the Department in support of those direct hours, and payments to the Department's contractors (for more detail on cost liability, see 310 CMR 40.1200: Cost Recovery) . The Department may also assess interest on costs incurred at the rate of twelve percent (12%) , compounded annually. Any liability to the Commonwealth under Chapter 21E constitutes a debt to the Commonwealth. To secure payment of this debt, the Department may place liens on all of your property in the Commonwealth under M.G.L. c. 21E, section 13. To recover this debt, the Commonwealth may foreclose on these liens or the Attorney General may bring legal action against you. , In addition to your potential liability for response action costs and damages to natural resources caused by the release, civil and criminal liability may also be imposed by a court of competent jurisdiction under M.G.L. C. 21E, section 11, and civil administrative penalties may be assessed by the Department under M.G.L. c. 21A, section 16, for each violation of Chapter 21E, the MCP or any order, permit or approval issued thereunder. If you are an RP and you have reason to believe that your performance of the necessary response actions is beyond your technical, financial or legal ability, you should promptly notify the Department in writing of your inability in accordance with Chapter 21E, subsection 5 (e) , and 310 CMR 40.0172. If you assert and i RU •:. i ` wr� �L1 -3- rkY demonstrate in compliance therewith that performing or paying for such response action is beyond your ability, subsection 5(e) provides r. you with a limited defense to an action by the Commonwealth for recovery of two to three times the Department's response action costs- and 310 CMR 40.0172 provides you with a limited defense to the s Department's assessment of civil administrative penalties. i 3 { } { 1 r i r i S V Commonwealth of Massachusetts Executive Office of Environmental Affairs Department of Environmental Protection Southeast Regional Office William F.Weld - -- Y Govem« '� Trudy Coxe Secretary,EOEA David B.Struhs Commwworw June 14, 1995 Mr. Richard Falvey RE: BARNSTABLE--BWP Hyannis Mobil 1449 Route 132 310 CMR 30.000, Hyannis, Massachusetts 02601 310 CMR 7.24 (6) Hazardous Waste Status: SQG-Waste Oil Stage II ID#: 00714 Action F-17 Return to Compliance Dear Mr. Falvey: On June 5, 1995, a .representative from the Department of Environmental Protection conducted a follow-up inspection at your facility located at 1449 Route 132, Hyannis, Massachusetts. The purpose of, the inspection was to verify that the deficiencies- outlined in the Department's "Notice of Noncompliance" dated January 4, 1995, relative to the Massachusetts Hazardous Waste Regulations as contained in 310 CMR 30.000 have been complied with. The follow-up inspection revealed the following violations were corrected relative to hazardous waste: 1. The Department is in receipt of the ".generator Registration Form" indicating that your company's status is to be that of a Small Quantity Generator for Waste ° Oil. 2. The fill pipe on the waste oil tank was labeled, closed and is now fitted with a spill prevention device to prevent dripping and spillage. Y3. - The containers of antifreeze that were located outside have been moved indoors and are awaiting disposal.. 20 Riverside Drive • Lakeville,Massachusetts 02347 • FAX(508)947-6557 9 Telephone (508) 946-2700 -2- 4. Manifest records for the year 1994 were available at the time of the inspection and reviewed. Hyannis Mobil has ensured compliance with 310 CMR 30.331, which.prescribes the manifest recordkeeping requirements. Based on these corrective actions, . and your company's operational status, the Department has determined that the violations cited in the NON referenced above relative to hazardous waste have been satisfactorily corrected. Should you have any questions relative to hazardous waste management or air quality at your company, please contact Angela Antonelli-Miller of this office at (508) 946-2827. . Very truly yours, Gerald A. Monte, Chief Compliance and Enforcement Section M/AAM/cb cc: DEP-SERO ATTN: Carl Natho DEP-BWP Boston ATTN: . Chris Ayers Office of Enforcement - Board of Health Barnstable Town Hall 367 Main Street Hyannis, MA 02601 Fire Department 3249 Main Street Hyannis, MA 02601 Commonwealth of Massachusetts Executive Office of Environmental Affairs Department of Environmental Protection ' A Southeast Regional Office William F.Weld :(a Governor Trudy Coxe Secretary,EOEA Thomas B. Powers Acting Commissioner December 29 , 1994 Walter Valencia, Protect Encrineer RE: BARNSTABLE--WSC-4-0862 Mobil Oil Corporation Mobil Service Station 1800 West Park Drive, Suite 450 (#01-QJH) 156 Iyanough Westborough, Massachusetts 01581 Road, RESPONSE ACTION OUTCOME APPROVAL M.G.L. Chapter 21E and 310 CMR 40 . 0000 Dear Mr. Valencia: The Department of Environmental Protection Bureau of Waste Site Cl'eanup (the "Department" ) reviewed the June 30 , 1994 Response Action Outcome (RAO) Statement and Method 1 - Risk Characterization & Site Closure Report with additional supporting documentation dated November 11, 1994 and December 13 , 1994 for the Mobil service station referenced above . The Department hereby approves the RAO. The RAO approval is limited to the gasoline release within the boundary of the disposal site coinciding with the property line as depicted in the RAO Statement . As you are aware, dissolved oxygen (D.O. ) levels recently measured for groundwater at the site are very low (defined by less than 2 mg/1 oxygen) . It is possible that the low D.O. levels are the result of biological degradation of an upgradient petroleum plume. The Department believes that it would be in Mobil' s best interest to maintain the wells presently on site . Considering the upgradient activities of the Barnstable Aquifer Protection Project Unit III Group, the Department encourages you to continue to monitor the groundwater at the site and/or allow access to the wells for gauging and sampling by the Unit III Group. The Department requests notice of your intentions relative to the wells . 20 Riverside Drive 0 Lakeville,Massachusetts 02347 • FAX(508)947-6557 9 Telephone (508) 946-2700 -2- A class A-2 RAO is now in effect for this site and no additional remediation effort is warranted based on the Department ' s review of the RAO submittals . Thank you for your cooperation in the protection of human health and the environment . Please contact Lynne Doty at the letterhead address or 508-946-2886 if you have any questions regarding this matter. Very truly yours, V�Nhan E. Hobill, Acting Chief e Management & Permits Section JH/LD/rr CERTIFIED MAIL #Z235 539 987 RETURN RECEIPT REQUESTED cc : Kevin J. Kavanaugh, L.S. P. Groundwater & Environmental Services, Inc . 85 Flagship Drive, Suite E North Andover, MA 01845 Tom McKean, Hazardous Waste Coordinator Barnstable Board of Health P.O. Box 534 Hyannis, MA 02601 Warren Rutherford, Town Manager Town of Barnstable 367 Main Street Hyannis, MA 02601 George Wadsworth, President Barnstable Water Company 47 Old Yarmouth Road Hyannis, MA 02601 DEP - SERO ATTN: Andrea Papadopoulos, Deputy Regional Director DEP - SERO - Data Entry ATTN: John Handrahan -------- • * Groundwater on I & Environmental Services, Inc. 85 Flagship Drive-Suite E•North Andover,MA 01845•(508)688-8100.FAX(508)688-6p81h°�ti; ,�a � L LETTER OF TRANSMITTAL OCT _ } TO: Mr. Warren J. Rutherford, Town Manager DATE: 5 October 1994 Barnstable Board of Selectmen GES JOB NO.: 7003-0080 Town Hall REGARDING: Mobil Service Station#01-QJH 367 Main Street 156 Iyanough Road, Hyannis, MA Hyannis, Massachusetts 02601 Barnstable-WSC-4-0862 Permit#82630 I ENCLOSED ARE: NO.COPIES DATED DESCRIPTION 1 5 October 1994 Tier IA Classification & Permit Statement Transmitted For: [ ] Approval [ ] Use [X] As Requested [ ] Other COMMENTS: Enclosed please find the executed Tier lA Classification &Permit Statement for the above-referenced location. COPIES TO: M. Jablonski, DEP-SERO B. Grady,Barnstable BOH BY: enneth J.K. S Principal Hydrogeologist Site Operations Manager Connecticut•Massachusetts• Rhode Island Massachusetts Department of Environmental Protection Bureau of Waste Site Cleanup (BWSC) TIER I TRANSITION CLASSIFICATION AND PERMIT STATEMENT This Permit is Issued to: For DEP Use Only [ One Permittee Effective Date.- Expiration Date. ❑ More than One Permittee* *A list of Permittees is attached. One Permittee: Name of Organization: Mobil Oil Corporation Permittee Name: Walter Valencia Title: Environmental Project Engineer Street: Westford Technology Park, 1 Technology Park Drive City/Town: Westford State: MA Zip code: 01886 Telephone: 508 --392 - 3005 DEEP Finding Concerning Tier Classification W Transition Tier IA (BWSC04) 13 Transition Tier IB (BWSC05) Permit No. 82630 This permit authorizes comprehensive remedial response actions at: Disposal Site Number: 4-0862 Disposal Site Name: Mobil Service Station Street: 156 Iyanough Road City/Town: Barnstable State: MA Zip code: 02601 The Permittee has 120 days from receipt of this Transition Permit to sign and submit the Transition Statement. This permit shall be effective upon the Department's receipt of the signed and dated Transition Statement. This permit shall expire 5 years from its effective date. Rev. 12/93 1 Permit Conditions (1) All response actions conducted pursuant to this Tier I Permit shall comply at all times with M.G.L. c. 21E, 310 CMR 40.0000, the terms and conditions of the permit and any other applicable federal, state or local law. (2) In every proceeding, the burden shall be on the Permittee to demonstrate compliance with the terms and conditions of a permit at all times. (3) Each Permittee shall comply with: (a) submittal of a Class A, B or C Response Action Outcome Statement within five years of the effective date of the permit, unless otherwise provided in the permit; (b) submittal of a copy of the signed and completed Transition Classification and Permit Statement to the Chief Municipal Officer(s) and the local boards of health for the communities where.the disposal site is located. (c) notification in writing to the Department: 1. as required in 310 CMR 40.0500; 2. upon gaining knowledge of any technical, financial or legal inability to perform any necessary response action, in accordance with 310 CMR 40.0172; 3. upon a decision by a permittee who is performing response actions as an Other Person to not proceed as required by the permit; and 4. of any change in the LSP of Record for the disposal site no later than ten days after the effective date of such change through the filing of a Minor Permit Modification by the permittee in accordance with 310 CMR 40.0725; (d) compliance with: 1. all applicable submittal requirements, including but not limited to, scopes of work, Status Reports, Completion Statements, Phase Reports, and RAOs; 2. all requirements for record keeping and document retention, including but not limited to 310 CMR 40.0014, 310 CMR 40.0022 and 310 CMR 40.0023; 3. the Notification Regulations, 310 CMR 40.0300, in the event of discovery of a new releases located at the disposal site, threat of release or Imminent Hazard; 4. the management procedures for excavated soils and wastes and requirements for remedial air emissions set forth in 310 CMR 40.0030 and 310 CMR 40.0040; and 5. all public involvement activities required by 310 CMR 40.1400 through 40.1406; (e) inclusion of the Disposal Site Number and the permit number on documents submitted to the Department with respect to the disposal site; (f) certification of documents submitted to the Department as required by 310 CMR 40.0009; (g) evaluation of the need to perform Immediate Response Actions in accordance with 310 CMR 40.0400 as new or additional information about the disposal site is obtained; (h) modification or cessation of.any response action as necessary to maintain compliance with any permit condition or to prevent an actual or potential threat to health, safety, public welfare, or the environment; (i) notification, orally or in writing, to the Department within seventy-two hours of obtaining knowledge of the need to modify or cease any response actions for the reasons in 310 CMR 40.0740(3)(h); provided that any such oral notification shall be confirmed by the permittee in writing within sixty days of such oral notice and any written notice shall include a Status Report prepared by an LSP; and timely remediation of any adverse impacts to health, safety, public welfare or the environment that result from the performance of response actions; Rev. 12193 2 r , ' r_7 Q) at disposal sites where groundwater investigation is necessary, delineation of the vertical and horizontal extent of contamination, identification and confirmation of groundwater flow directions, identification of groundwater migration pathways, including but not limited to, the identification of possible partitioning of dissolved volatile organic compounds at the water table interface which may lead to vapor transport into subsurface structures, homes or other occupied or unoccupied buildings, and monitoring of groundwater wells,discharges and/or other monitoring points in a manner which provides for the timely development or representative information about conditions and changes in conditions at the disposal site; (k) acquisition of all required federal, state and local permits; (1) proper operation and maintenance of all treatment, storage, abatement or control systems and of all equipment required to continue or complete response actions; (m) authorization for personnel and authorized agents of the Department to enter, at reasonable times and upon the presentation of credentials, any premises owned or controlled by the permittee for the purpose of investigating, sampling, or inspecting any records, conditions, equipment, practice or property relating to response actions at the disposal site, or protecting health, safety, public welfare, or the environment; and (n) notification upon a change of the Primary representative in accordance with 310 CMR 40.0703(7), if one is designated. (4) A Tier I Permit does not grant any property rights or exclusive privileges, nor does it authorize any injury to private property or invasion of property rights. Special Conditions: Special conditions, as set forth in Attachment A, are included in this permit. Each Permittee shall comply with these special conditions. U/ Yes ❑ No DEP Authorization Issued by the Department of Environmental Protection: Name (Print): Gregg Hunt Date of Issuance: q-LA SLl1� Signature rvi Notice of Appeal Rights Any person aggrieved by this permit decision may request an adjudicatory hearing within 21 days of the date of issuance (the postmark date of this Permit as described in 310 CMR 40.0008) of this permit, if the Department has imposed special conditions (as set forth in Attachment A) without the Permittees consent or agreement, in accordance with 310 CMR 40.0050. Rev. 12/93 3 Primary Representative and LSP Information Primary Representative (only applicable if there is more than one Permittee) For more than one Permittee, a Primary Representative can be designated and authorized If you are designating a Primary Representative provide the following information: ® Check if Primary Representative is also a Permittee. Name of Organization: Mobil Oil Corporation Primary Representative Name: Walter Valencia Title: Environmental Project Engineer Street: 1 Technology Park Drive City/Town: Westford State: MA Zip code: 01886 Telephone: 508 - 392 - 3005 Primary Representative Certification: I certify under the penalties of law that I am fully authorized to act on behalf of all persons conducting response actions under this permit for the following purposes: a) to receive oral and written correspondence from DEP with respect to this permit; b) to receive oral and written correspondence from DEP with respect to the performance of response actions upon issuance of a Tier I permit; and c) to receive any statement of fee required by 310 CMR 4.03(3) under this Tier I permit. I am aware that there are significant penalties, including, but not limited to, possible fines.and imprisonment, for wilfully submitting false, inaccurate, or incomplete information. Name (Print): Walter Valencia Position or Title: > ironm al Project Engineer Signature: WaAA Date: 05 October 1994 Note: The Primary Representative for more than one Permittee will receive the annual compliance assurance fee statement for the disposal site. LSP Information Provide the following information if an LSP has been engaged or employed to submit LSP Opinions concerning response actions that were approved prior to October 1, 1993. Name (Print): License Number: Rev. 12193 4 Transition Statements Note Each Permittee must complete this section. For disposal sites with more than one Permittee,make copies of this section, have each Permittee complete this information, and then attach all copies to this Transition Permit. Check one of the following to indicate your response and then sign the appropriate paragraph (1 through 3) and the Certification of Submittal: W I accept the Transition Permit (sign "1") ❑ I do not accept the Transition Permit and I am attaching a Major Permit Modification application (sign "2") ❑ I do not accept the Transition Permit and I intend to conduct response actions. which were approved by the Department prior to October 1, 1993. (sign "3-A") ❑ I do not accept the Transition Permit and I do not intend to conduct response actions which were approved by the Department prior to October 1, 1993 (sign "3-B"). 1. Transition.Permit Acceptance Statement I agree to conduct all response actions pursuant to the terms and conditions of any and all Department approvals that are in effect as of October 1, 1993 as shown in Attachment B1. I agree to conduct all future response actions at this disposal site which are not subject to an existing Department approval in accordance with this Permit and the provisions of 310 CMR 40.0000, including response actions with approvals pending on October 1, 1993 and subsequently approved and listed in Attachment B2. I believe that I have the technical, financial, and legal ability to proceed with response actions at this site in accordance with M.G.L. c. 21E, 310 CMR 40.0000 and other applicable requirements. I am aware of the requirements set forth in 310 CMR 40.0172 for notifying the Department in the event that I am unable to proceed with such response actions. Name (Print) : Walter Valencia Position or title: Env' mental Project Engineer Signature: Date: 05 October 1994 2. Transition Statement(if not accepting Transition Permit and attaching Major Permit Modification application). I do not accept the enclosed Transition Permit, since the disposal site, in the Opinion of an LSP may be reclassified as Tier (Insert Tier IB, IC, or Tier II, whichever is applicable). I am attaching a Major Permit Modification application pursuant to 310 CMR 40.0707. Name (Print): Position or title: Signature: Date: I Rev. 12/93 5 S, . J 3. Transition Statement if not accepting Transition Permit and providing statement regarding future response actions at the disposal site. 3-A P PRP/Other Person intends to conduct response actions approved by DEP prior to October 1. 1993. I do not accept the enclosed Transition Permit, however, I intend to conduct response actions which were approved by the Department prior to October 1, 1993. I have attached and incorporated within this Statement a schedule for when this work will be completed and a Status Report indicating whether one or more Temporary and/or Permanent Solutions have been achieved or will be achieved at the disposal site, including an LSP Opinion regarding the completion of response actions to date and the response actions remaining in order to achieve a Temporary or Permanent solution at the disposal site. Name (Print): Position or title: Signature: Date: 3-B. RPIPRP/Other Person does not intend to conduct response actions approved by DEP prior to October 1. 1993. I do not accept the enclosed Transition Permit and do not intend to conduct response actions including any response actions approved by the Department prior to October 1, 1993. I have attached an explanation of why I will not continue with response actions at the disposal site including, where appropriate, an explanation of any technical, financial, or legal inabilities that preclude me from undertaking response actions at the disposal site as outlined in 310 C.MR 40.0172. I have attached and incorporated within this Statement, a Status Report indicating whether one or more Temporary and/or Permanent Solutions have been achieved or will be achieved at the disposal site. including an LSP Opinion regarding the completion of response actions to date and the response actions remaining in order to achieve a Temporary or Permanent Solution at the disposal site. Name (Print): Position or title: Signature: Date: Certification of Submittal (All recipients must sign the following certification) I certify under the penalties of law that I have personally examined and am familiar with the information contained in this submittal, including any and all documents accompanying this certification, and that, based on my inquiry of those individuals immediately responsible for obtaining the information, the material information contained herein is, to the best of my knowledge and belief, true, accurate and complete. I am aware that there are significant penalties, including, but not limited to, possible fines and imprisonment, for wilfully submitting false, inaccurate or incomplete information. Name (Print): Walter Valencia Position or title: En 'ronmen,.al Project Engineer Signature: Date: 05 October 1994 Rev. 12/93 6 e This Attachment will be completed by DEP ATTACHMENT A TO PERMIT NO. 82630 Each Permittee shall comply with the following special condition: ❑ Check here if not applicable to this permit. - Because the subject site and the sites listed below are located nearby and just upgradient to the Barnstable Water Company's Maher Electric Public Water Supply Wellfield, you are required to meet with the DEP and PRPs for the other sites in an attempt to organize a PRP group to coordinate remedial response actions for the following sites: • Former Charter Service Station, (DEP Site 4-0026) • Former BP service Station (DEP Site 4-0392) • Nelson Coal & Oil (DEP Site 4-0716) • Atwood Oil Corporation (DEP Site 4-0824) • Former Cotton Pickin T's (DEP Site 4-0852) • Mobil Service Station (DEP Site 4-0862) • Barnstable Water Company Property (DEP Location 4-0976) 7 t This Attachment will be completed by DEP ATTACHMENT B TO PERMIT NO. 82630 B1. The following Department De approvals were in effect as of October 1 1993: PP Cl// Check here if not applicable to this permit. B2. The following response actions, which were pending as of October 1, 1993, and are now approved by DEP and in effect under this permit. 8/ Check here if not applicable to this permit. 8 DANIELS.GREENBAUM e% P Y Commissioner GILBERT T.JOLY Regional Director February 21, 1991 Mobil Oil Corporation RE: BARNSTABLE--WSC/SA-4-0214 Westford Technology Park Mobil Service Station, One Technology Drive Route 132, Phase II and Westford, Massachusetts 01886 ,Phase III Approval, M.G.L. Chapter 21E ATTENTION: Frank J. Maglio Gentlemen: The Department of Environmental Protection has reviewed the following reports prepared on your behalf by M & E Zecco, Inc. : 1. Phase II Comprehensive Site Assessment, November 15, 1990; and 2 . Phase III - Development of Remedial Response Alternatives and the Final Remedial Response Plan (FRRP) December 1990. The Phase II Report,, together with documents previously submitted to the Department, completes the Phase II assessment of the site and is hereby approved. The Phase III Report presents an evaluation of remedial alternatives and recommends active remediation.intergrating in-situ volatilization with air sparging for source area clean-up together with ground water extraction and treatment. The in-situ volatilization component was previously approved . by the Department in December 1990 as an Interim Measure soil vapor. extraction system. The soil vapor extraction system is designed to remove contaminants from the soil and shallow ground water in areas where gasoline product was released in the subsurface. The ground water extraction component includes the currently operating recovery wells (RW-1 installed in 1986.and RW-2 installed in 1988) ,and a proposal to pump ground water-from,wells "P". and- 'IQ" downgradient at the leading edge of the dissolved contaminant plume. Based on plume modeling and public health and environmental risk evaluations, no impact from contaminants in ground water Recycled Paper r s -2- between downgradient extraction wells and Shallow Pond is anticipated. The Phase III FRRP is hereby approved. Please be advised that the Department is concerned about the depth at which ground water contamination has been found in monitoring well - "P" deep (approximately 50 feet below the water table) . The depth of plume migration in this area may be due to influence from the subsurface wastewater disposal system at the Rainbow Motel. Additional 'ground water investigation and modification of the above approved ground water pumping system may be necessary depending on the results site monitoring and performance of the pumping system. According to the FRRP a supplemental ground water treatment system will be installed for treatment of ground water pumped from wells "P" and "Q" with granular activated carbon. The location of the treatment unit and aspects of the structure housing the unit should be coordinated with Mr. McDonough, owner of the Rainbow Motel property where the treatment unit will be located. You are now directed to prepare and submit a Remedial Response Implementation Plan (RRIP) as defined in 310 CMR 40. 547 within ninety (90) days of receipt of this letter. Please notify the Department of any significant problems or delays encountered in .preparing the RRIP. If you have any questions, please contact James Begley at (508) 946-2871. Very truly yours, *f4a.rk Beg y, Chi. Site Remediation c io Sen. B/JB/rr CERTIFIED MAIL #P840 475 546 RETURN RECEIPT REQUESTED cc: DEP - BWSC - Boston DEP - OGC - Boston ATTN: Roxanne Mayer Barnstable Board of Health Town Hall Hyannis, MA 02601 , -3- cc: Barnstable Fire Department 93 High School Road Ext. Hyannis, MA 02601 ATTN: Chief Richard Farrenkoff Mobil Oil Corporation 3225 Gallows Road Fairfax, VA 22037-0001 ATTN: Mark Malander Zecco, Inc. 345 Main Street Northborough, MA 01532 ATTN: Glen Goral Frank McDonough Rainbow Motel Route 132 Hyannis, MA 02601 DEP - SERO - Data Entry A - , I r r iJ Daniel S. Greenbaum °N Commissioner -A4a,6�1Fi, J 02347 Gilbert T. Joly Regional Director COPY December 18, 1990 Mobil Oil Corporation RE: BARNSTABLE--WSC/SA-4-0214 3225 Gallows Road Mobil Service Station Fairfax, Virginia 22027-0001 Route 132, Interim Measure Approval, M.G.L. , Ch. 21E ATTENTION: Mark Malander Gentlemen: The Department of Environmental Protection has reviewed a report titled "Interim Measures Proposal" for the above referenced site prepared on your behalf by M&E Zecco, Inc. , dated November 1990. The report provides plans and specifications'-for a Soil Vapor Extraction System (SVES) with Air Sparging. The system is proposed for remediation of residual soil contamination at the site -by extraction of volatile organic compounds (VOCs) with soil gas and for additional remediation of ground water with air sparging by inducing volatilization of dissolved VOCs and enhancing biological remediation through ground water aeration. The SVES grid includes eleven (11) vertical vapor extraction -wells located with overlapping areas of influence. Soil gas will be extracted with two (2) 5 Hp vacuum blowers manifolded to extraction wells and vapors will be treated with a REMEDI-CATS Catalytic Fume Incinerator. Air sparging will be set up in eleven .(11) site monitoring wells located within the zone of ,influence of the proposed vapor extraction wells. System start-up, monitoring and performance evaluation activities are specified in the report. The above referenced Interim Measure including the construction schedule presented in the report are hereby approved. Please notify the Department of any significant problems encountered during construction of the system and any modification of the approved schedule. Original Printed on Recycled Paper ^ - Y , E I }r -2 If you have any questions, please contact James Begley at (508) 946-2871. Very truly ours, .1 Robert E Do an, Regiona Engineer for Waste Site Cleanup D/JFB/rr CERTIFIED MAIL JP253 147 776 RETURN RECEIPT REQUESTED cc: DEP - BWSC - Boston Office of General Counsel - Boston ATTN: Roxanne Mayer Barnstable Board of Health Town Hall Hyannis, MA 02601 Barnstable Fire Department 93 High School Road Ext. Hyannis, MA 02601 ATTN: Chief Richard Farrenkoff Mark Malander Mobil Oil Corporation 3225 Gallows Road . Fairfax, VA 22037-0001 Glen Goral Zecco, Inc. 345 Main Street Northborough, MA 01532? Frank J. Maglio Mobil Oil Corporation Westford Technology Park One Technology Drive Westford, MA 01886 DEP - SERO - Data. Entry I � n . fig 97& 91�� o Daniel S. Greenbaum Commissioner 0 . 234j Gilbert T. ) 0 PY Regional Dire 'o November 2, 1990 Mobil Oil Corporation RE: BARNSTABLE--BWSC 4-0214 3225 Gallows Road Hyannis Mobile, Rt. 132 Fairfax, Virginia 22037 Interim Measures, Phase II & Phase III Reports, ATTENTION: Mark Malander MGL Chapter 21E Gentlemen:. The Department of Environmental Protection has received the following reports prepared on your behalf M & E Technologies/Zecco, Inc. , relative to the Mobil Station on Route 132 in Hyannis (hereafter "the site") : 1. Phase II Comprehensive .Site Investigation, Volumes 1 & 2 (February 1990) ; 2 . Final Remedial Response Plan (November 1989) ; 3 Review of Local Groundwater Recharge Data and Site Flow Interpretation (August 1990) ; 4 . Proposal for Revision of Observation Well Monitoring and sampling Plan (September 1990) ; and 5. Interim Measures Proposal (October 1990) . The report (No. 3 above) regarding ground water flow in the area around Shallow Pond was prepared for Mobil in response to concerns raised by the Department following review of..the Phase II report (No. l above) . As you know, the Department still has concerns relative to the accuracy and completeness of the Phase II report and the Final Remedial Response Plan (FRRP) as discussed at the meeting .between Mobil and the _Department on October 5, 1990. In order. to expedite cleanup of the site, the Department has determined that certain actions specified in the FRRP and the Interim Measures Proposal may now be implemented concurrent with completion of the Phase II report and the FRRP. Original Printed on Recycled Paper -2- Mobil should now proceed with design of the In-Situ Volatilization (soil venting) component of Recommended Remedial Alternative in. the FRRP, including the completion of the proposed pilot testing. The Department has determined that soil venting (with appropriate off-gas controls) would be an essential component of any remedial action at the site to eliminate residual soil contamination and .may be approved as an Interim Measure . (see enclosed Policy #WSC-131-90) . In the opinion of the Department, soil venting is appropriate in all areas, impacted by released free product (removed by the Short Term Measure Product Recovery Systems) and not just areas where releases occurred (pump island and tank areas) as proposed in the FRRP and .the Interim Measures Proposal. Residual gasoline in soil in areas where product spread across the water table would act as a continuing source of ground water contamination if not remediated. Design specifications for the soil venting system including results of pilot testing, must be submitted to the Department for approval prior to system construction. Mobil has requested that the operating product recovery/ground water treatment system currently approved as . a Short Term Measure now be considered as an Interim Measure. The Department approves this change. The product recovery system has removed free gasoline from the water table and eliminated the imminent hazard. The ground water treatment. system must be maintained to control a portion .of the dissolved contaminant plume at the site. In addition, Mobil has proposed modification of site observation well monitoring and ground water sampling (No. 4 above) . The Department approves of these modifications for site monitoring activities. Based on discussions at the meeting on October 5, 1990, the Department anticipates you will submit modified Phase II' and Phase II Reports and the Interim Measure Venting System design within one month of your receipt of this letter. -3- If you have any questions, please contact James Begley at (508) 946-2871. Very truly yours, Robert E. Donovan, Regiona Engineer for Waste Site' Cleanup B/JFB/rr Enclosure cc: DEP - WSC - Boston DEP - OGC - Boston ATTN: Roxanne Mayer f Barnstable Board of Health Town Hall Hyannis, MA 02601 Barnstable Fire Department 93 High School Road Ext. Hyannis, MA 02601 ATTN: Chief Richard Farrenkoff Glen Goral Zecco, Inc. 345 Main Street Northborough, MA 01532 Frank J. Maglio Mobil Oil Corporation Westford Technology Park One Technology Drive Westford, MA 01886 DEP• - SERO - Data Entry oy I a P�� 1 �',/� /✓`/� G'U TOWN OF BARNSTABLE i 3AH177LIL : OFFICE OF TOWN ATTORNEY tl"A 1039. 367 MAIN STREET °wat° HYANNIS, MASSACHUSETTS 02601-3907 ROBERT D. SMITH. Town Attorney TEL. (508) 790-6280 RUTH J. WEIL. Assistant Town Attorney NIGHT LINE - AFTER 4:30 P.M. CLAIRE R. GRIFFEN, Legal Assistant (508) 790-6283 EILEEN S. MOLLICA, Legal Clerk FAX #(508) 775-3344 MEMORANDUM TO: Tom McKean, Board of Health DATE: 11/5/90 FROM: Ruth J. Weil ( ) RE: Status Report OUR FILE REF. : 89-0222 Mobile Oil Corporation-Underground Storage Tanks ------------------------------------------------------------------------------ In order to update our files, may I please ask that you provide this office with a status report in the above matter. Thank you l' , y spy "=tttf TOWN OF BARNSTABLE i Hl T L ! � `OFFICE OF TOWN��ATTORNEY f �� 1. � "�ri 367 MAIN STREET 7 ' H11`ANNIS, MASSACHUSETTS 02601.3906�T�JP'' � RO 1 PIT D SMITH. Town Attorney s .f,P't' 'a�1's { r°'� #F°' ( ) Y ". r t a +'• x , '� �` TEL. 506 790-6280 RU J. IL. Assistant Town Attorney 1 , `,. t , "B a; Yr NIGHT LINE•AFTER 4:30 P.M. CLA. E kRIFFEN° Legal Assistant r�*Fr z 4° :cf' t ° 't 1 ' ' ' (508)790.6283 EILEEN . MOL•LICA, Legal Clerk x ` :" .FAX N(508)775.3344 i ,•t s Y w'�F r''k r i � � r1�S ��� 4• �;,�'� .�: }" A _ t i [ ,w �4 jr # • .lid vri rr`.S't 1�r r N5 t D s31;�i Y �•kt .. 1' K 11EM0RANDUM gg �y,2a� �.yp• {.. +.f c'r y v{1 ,3 •{ +i'n I +�t Y F ', 7 ' yr-'i+ry Y n 1'1�r ppzei��P <, TOi Tom McKean, Board of Health v.,! ;� ' DATE 111/5/90 k ir + r .{rrir � .4, y+reh..yt :: aiIR. z° FROM: •'t Ruth J Weil : � t: _ 4 A Y t t 1 t/41% q REi ' Status Report ' z' OUR FILE REFS: 89-0222 Mobile Oil Corporation-Underground Stora e •Tanks r — ' — e ,3r .+ �,,• °r',,z trV� sr4�k � by Y:<.� �, tt�" �.•,G.f t t$ t'y� I+„ , �� a� e Y��� 4Y�'� hr, Pry r ®h,,k.-�`,'. �F°', "'f J �1 i a,v��'t' ' � �:ii i" e'r y._ • i, In order to update our files, mayj pleasee ask that.you, provide this office x !' + rat fr with a status report in the above, matter. Thank you. R� Y r 2 `2 0 }. q� •} i. \\ /�� _ ���' 1 ,` �^ ^� ° �^�;: k )t r.�� ty�y � ��� la:.kY'�Y��r� �� r�t,.r s��.:�.-w�y �� `L '�', • � ' y 2E_. t'..� {� •r'.,� (�%� � i''V t'� �'F S �+�'� ri'�5�.�t� � t,+L.• g �, ,F i�.��f �i;t - i 4 '�T 9 .y•(. �. } .r. ,tr,t � , ;i i��t,.��.„� p �� ��;s�C«$r"� .• � �f :"�Ftgrx ��'ar r��� t � �yr� 1 f., {r: r +• y i t Ni`sv �Q ''4 i7 7 "14 1 'k hol Co",uNll.�,t._�t��``'��i#t r Pj:1 • f'S ` �'..�w� 4,�,°'$: f p�. � �."�,ry�'��A(�' ��Fl�+rdq t '�,;��1 + vr'''� k.5�:�� •ix `�5R'�":t~ iY•�fk.+ '.;V` .. '.6rt.. kFG"+J`v ' - j re k,.. #;Bq�Y+g�p+!:ilk¢ h .P {.... k 1 .Y I!T 4•'' dJ { hi 'Yj�'i.L�u 1r 1,�! t �`m trE dk ^WF AP'{r ..'� s1 }w l } t+ f -. 3t l ;E f r iri4+ } t «'• Fs.•c x3rAit +c�lar�t4+ Pik '«rf i �• e e .z_4 f" . , W'S Daniel S.Greenbaum / (D Commissioner �7 ENVIRONMENTAL PRO !=OTION Gilbert T.Joly �Zal�er e yvd/u� , yur/�e�.�. 02�./<7 Regional Director � , July 6 , 1990 Mobil Oil Corporation RE: SMAPCD--BARNSTABLE-- 3225 Gallows Road 310 CMR 7 .02 (4) (a) , Fairfax, Virginia 22037 Plan Approval Exemption,. '' Code E-T5, Application No. 4P90103, Mobil Service Station, 1449 Route 132 , Hyannis , Site #4-0214 ATTENTION: Mark Malander Gentlemen: The Department of Environmental Protection, Southeast Region; Division of Air Quality Control, is hereby responding to your application, received on May 3 , 1990 , to alter your facility located at 1449 Route 132, Hyannis , Massachusetts . Review of this application reveals that Mobil Oil Corporation is proposing to install a catalytic oxidation unit that will control volatile organic compound (VOC) emissions from an existing soil and groundwater remediation system located at the Mobil Service Station located at 1449 Route 132, Hyannis , Massachusetts . This catalytic oxidizer will replace the activated carbon ,adsorption equipment approved by the Department in Plan Approval No. 4P89037 . On May 9, 1996 the Department filed amendments to 310 CMR 7 .00 "-Air Pollution Control Regulations" with the Secretary of State. These amendments were published in the- Massachusetts Register on May 25, 1990, with an effective date of June 1, 1990 . These amendments ,changed 310 CMR 7 .02 (2) and 7 .02 (4) , which govern the applicability of any construction, substantial reconstruction or alteration of a facility to preconstruction plan review and approval requirements . In ' light of these new regulations , as proposed this application is no longer . applicable to preconstruction review and Department approval (310 CMR 7 .02 (2) (a) or (b) ) . One copy of your application is being retained at the Regional- Office . Please be reminded that 310 CMR 7 . 02 (4) (a) , U Plan Approval Exemption Listrrequires a person owning, leasing, operating or controlling the facility being constructed, substantially reconstructed or altered and exempted under 310 CMR 7 .02 (4) (a) IOriginal Printed on Recycled Pope?, 2 from preconstruction plan approval, to establish a recordkeeping system. This recordkeeping system shall document the. date of the construction, substantial reconstruction or alteration, and that the resulting emissions are in compliance with the established thresholds . Furthermore , should the construction, substantial reconstruction, alteration or operation of said facility violate any provisions of 310 CMR 7 .00 , the person owning, leasing,. operating or controlling said facility will be subject to enforcement pursuant to Massachusetts General Law ss .142 A and B , Chapter 21A s . 16 . This action pertains only to the air quality -control aspect of the proposal and does not negate the responsibility of the owners or operators to comply with all other applicable state , local; or federal laws and regulations . Enclosed is a copy of your plan application for your files . Should you have any questions , please contact the Regional Office (508) 946-2770 . Very truly yours , V ghan M. Steeves , Oief it Quality Control Section S/ASP/sh Enclosure cc: Board of Health _ 367 Main Street Hyannis , MA 02601 Barnstable Fire Department Main Street Barnstable, MA 02601 Zecco, Inc. 329 West Main Street Northboro, MA 01532 ATTN: Glenn Goral DEP/DAQC ATTN: Program Implementation Branch e - r zf Mobil Oil Corporation WESTFORD TECHNOLOGY PARK 1 TECHNOLOGY PARK DRIVE WESTFORD,MASSACHUSETTS 01886 September 16, 1992 a� Town of Barnstable 2 2 19yZ P.O. Box 94 S EP - Barnstable, MA 02630 � . Tpy�OF BARNStAgIE Attn: -oad_o Health Conservation --_- Commission Fire Department As you know from my previous correspondence, Mobil has agreed to a consent order with the Environmental Protection Agency (EPA) regarding the closure of Underground Injection ( "Class V" ) Wells. We are now preparing to complete the outside work at a location in your town. The generic scope of work is attached. Our preliminary investigation shows the following: Mobil SS Address Start date Discharge Point 01-QJH 156 Ivanough Rd October 3 Oil/water Hyannis separator 01-QJN Route 132 October 3 Oil/water Hyannis separator Once on site we may discover a different point of discharge: The attached scope of work shows the steps which will be taken for each scenario. Attached is the certification letter which has been sent to the DEP. Please contact me if you have any questions at (508) 392-3035. Sincerely, Tina Valenti . Field Engineer * Start date may change a day or two, due to the large number of sites scheduled. cc: C.E. Galloway M.M. Hawkins y Mobil Oil Corporation WESTFORD TECHNOLOGY PARK 1 TECHNOLOGY PARK DRIVE WESTFORD,MASSACHUSETTS 01886 Proposed Scope of Work and Sequence of Events Sludge/Wastewater: 1. The liquid and sludge will be treated as a RCRA hazardous waste and disposed of accordingly. Field Activities: Oil/Water Separators: - Clean and Backfill with clean fill, sand, or gravel. Drywells/Cesspools: - Excavate and remove underground structure. Take sample at ,point of discharge (to be determined by field consultant) and test for TPH and for VOCs via EPA method 8240. - Remove all visibly contaminated soil. Take sample of visibly clean soil below the base of last visibly contaminated soil. Test for TPH and for VOCs via EPA method 8240. Note: If the amount of contaminated soil seems excessive, a field call will be made on the amount of soil to remove. We do not expect to remove more than 100 cubic yards of soil at this site. - If groundwater is encountered, test for VOCs via EPA method 624 and for metals. Septic Systems: - Remove contents. - Visually inspect tank. Tanks without holes or cracks will be put back into septic service. Tanks with holes or cracks will be removed at a later time, upon approval of Boards of Health. Once all visibly contaminated soil is excavated, the hole will be lined with plastic and backfilled with clean compacted fill. For safety reasons, no hole will be left open. The surface will either be repaved or seeded. Stockpiling of contaminated soil on site will conform to all Federal, State and Local codes. The closure report will include a site plan and the analytical . . results. A copy will be sent to both the DEP Division of Water Supply and the regional Waste Site Cleanup office. 41 Mobil Oil Corporation WESTFORD TECHNOLOGY PARK 1 TECHNOLOGY PARK DRIVE WESTFORD,MA 01886 September 18, 1992 Mr. Ted Kaegael Department of Environmental Protection Southeast Regional Office Lakeville Hospital Lakeville, MA 02346 re: Certification Letter Class V Well Program Dear Mr. Kaegael; Attached for your information are the Certification Letters (DEP/BWSC Policy #WSC-132-90) for the following locations: Mobil SS Address DEP Case # Start date 01-707 Rt 28 & Upper Country 4-0933 10/2/92 Dennisport 01-708 773 Route 6A None 10/2/92 Dennis 01-709 Route 6 None 10/1/92 Eastham 01-711 137 Bradford Street None 10/1/92 Provincetown O1-N3T Route 6 4-0847 10/1/92 Wellfleet O1-QJH 156 Iyanough Rd 4-0862 10/3/92 Hyannis O1-QJN Route 132 4-0214 10/1/92 Hyannis O1-QJW GAR Hwy & .Main St None 10/2/92 Orleans 01-QJY Rt. 28 & South Sea None 10/3/92 - Yarmouth Please contact me with any questions at (508) 392-3035. Tina Valenti Field Engineer cc: C.E. Galloway M.M. Hawkins Town Boards of Health 9®�® Town Conservation Commissions w Town Fire Departments Environmental Awareness 1 RppgNDi= - DZP/BWSC VOUCy #WSC-132-90 CBRTI8IC7ATION LETTER DE► Werence Muaber facility Maws Address Telephone . 1, the undersigned owner or operator of the above•refersnced motor vehicls fueling facility, hereby notify the Department of Environmental Protection of aN intention to perform the following construction / excavation activities at that location: �LUs cF sh 1->c P ��� /vim' A t►D b2,1-( r,3-ELL ©moo\JA Date of Coimsencemrnt of York 1319Z I understand that the proposed ectivities mast west the following requtrsmantss a. No imminent hazard is barn to exist at the location. b. No contamination by meterisls other than virgin petroleus er used waste Olt (s.g., automotive erankcase oil) is knorr or suspected to exist at the Ideation. The proposed activities are only intended for the purpose of continuing to operate substantially the same type of activity as that which existed prior to the motion. d. The activities may be performed only to facilitste repairs, replacements,.or additione that are: (1) integral to the normal operation and maintenance of the station; it (2) intended to upgrade storage systems or capeclty; K (3) to provide ether services censiatent with the facility's functions; It (b) are otherwise necessary to comply with federal, state Or goal rsgutations. e� d be contamination of seilstsand grlled ioudratern a now tis not nwsPeeteO a �, preference 1eWt'ivsn to those areas where in addition to the above, I further understand and agree to the following conditionst tote the •� Exeavation of the contaminated ores will be limited to that which is necessary complete proposed activity— b. if an imminent hazard is discovered, the activities will be suspended immediately. conducted in accordance with Ott applicable federa l, state and local C. The proposed activity will be requirements. ng i the area d. Wog engineering practices will be utilized in order to limit the potential for expand of contamination, transferring contamination from am medium to another 0-11- ail to groundwater), or crating a condition sows severe than that thick currently teextsts'at is removed in order to complete e. All excavated soils and building materials, all the action, will be managed in accordance with applicable requirements pertaining to the treatment or disposal of waste materials. 1. All mWitionel assessment and remedial sctidns required by the NR will be completed. I understand that approval of the propesad Construction / OwAvatien activities wilt be considered effective not sooner that seven (7) alandsr days after receipt of this certification letter by the appropriate DEP regiomt office, unless such spprovel is spacifically denied or rescinded by the Department. Owner / Operator Name (please Pri onmer / operator figneture oats FALSIFICAT16N OR NISFSMSWATIm OF ANT OF TIE iNFWmT10N ON TNTS CERTIF1GTIM LET= 11 A VIOLATION OF M.C.L. C. 21E AND 310 Ot AO.00E Ago If "ACT TO APPftOPfl1ATE lTAMDlY OR tE0UTaT FENALTtES. a. r s .-Y, hS15 .f `n AI?VZWDIZ — DEP/BWSC Policy #WSC-132-10 CMITICATICY LETTLA 4 cz DIP aeforonce wufter facitity war Address i 5U 3 -z. telephone 1, the unders,rW owner or operator of the Mows-referonc- motor vehicle futling facility hereby notify the Department of Environmental Protection of my intention to perform the following construction / excavation activities at that locations �Vi 1 ivlw Date of Commencement of Wert �� 3 1 q 1 understand that the proposed activities must meet the fettowing requiramontas o. No imminent honed is known to exist at the location.- b. No contaminstion by materials ~ then virgin patrotass or used waste sit te.g•, automotive Cron teate oil) is tnserer suspected to exist at the location• to substantially the .. The proposed activities Ore Only intended for 04 Purpose of continuing to opera saw type of activity as an which existed prior to the action. d. T activities may be performed only to facititato repaire, rWac m 'ts, car aadditians that are: M (1) integral to the nsrmal operation and mointOnence of the ststiN4 g (_) intended to upgrade stort a systems or capacity: g (3) to provide ether services consistent with the facility's fwwtians: g (A)tams nOWSM to comply with federal, state Or Lust NMU be given to theseareas where e. if are to be installed in a now Location, pre ference contamination of sons and gramdrster is not suspatee to sh present. In addition to tam shove, I furtlnar understand and agree to the feltowing canditianst tote the a. Escovatian of tho contaminated a wilt be timited i to s that which is necessary comp rea proposed setivity. gepartme+t notified Is. if an imminent heated am rd to discovered, t activities wits be aspadsd Immediately. s. TM p opasm activity will be conducted in accordance with Ott OWICALO fadaral, state and total ra pi rements. i tam .rem d. gcod engineering practices wilt iS wtititsd in order to limit tM potontiat far Oxpad ro of contamination, transferring contamination from One asdium to another We., tell to groundwater), or cresting o condition mare severe than that which groundwater exiists.is ressved in order to eomplote t. All excavated soils and biltdiny materiais, ainie� to the treatment tam oction, rill be sw+ped in accordance with applicable ra pirements pert or disposal of waste materials. All additional assessment and remedial octians roWirod by the NCP rill be coepletad. I understand that approval of the proposed construction / excavation activitias will be considered off active net sooner that sewn In colendsr do"+ after ireceipt ally denied or rtification eseinded bytetter tM Oepaierse+t IM �� ist' DIP regional off lee, unless such approval U09, O t Ir CoQ'Paa A-?"t-0/-j Owner / Operator Naar Wteast print) A� 'a:nl� ° 6-6 ate Operator signature N.G.L. CGTla AN 310 CM 4O.A� N OF Aag IS>SCT To Ap/!MIA-M STAiTI M a1GN0uTW PENtti IIIS VIOLATION Of M.i.l. c. 21E AND 310 .J Y114el � �:;n a�(�ru�i (�rGu2eei4 i Daniel S.Greenbaum Commissioner Gilbert T.Joly 4,7-4 e.XW�u� CQ ��, � 6TS-�7, Regional Director �ZQ,'6 o/Cz� (SNO NW-M,P, &t 6'X0-6SJ1 January 18, 1989 Gary Stumpf RE: BARNSTABLE--OIR/SA 4-214, Mobil Mobil Oil Corporation Service Station, Route 132, M.G.L., 3225 Gallows Road Chapter 21 E, Short Term Measures, Fairfax, Virginia 22037-0001 Phase II Requirements Dear Mr. Stumpf: The Department of Environmental Quality. Engineering has reviewed available information regarding the above-referenced site including information submitted with your letter of November 3, 1988. Please be advised that the Department has classified the site as a Priority Disposal Site according to the Massachusetts Contingency Plan (MCP) 310 CMR 40.544: Interim Disposal Site Classification System. The MCP (310 CMR 40.000) took effect on October 3, 1988. On July 1, 1986, the. Department first notified Mobil 0il Corporation (Mobil) of their responsibility to conduct site assessment activities and remedial actions at the site in accordance with M.G.L., Chapter 21E, the "Massachusetts Oil and Hazardous Material Release, Prevention and Response Act. The Notice of Responsibility was sent to Mobil following the discovery of a product line leak prior to May 30, 1986. As Regulations promulgated pursuant to Chapter 21E, the MCP is designed to ensure the protection of health, safety, public welfare and the environment by establishing requirements and procedures for a comprehensive response to releases and threats of release of oil or hazardous materials. As a responsible party, Mobil is required to perform response actions in accordance with M.G.L., Chapter 21E and the MCP. . Currently the site is considered to be in Phase II - Comprehensive Site Assessment (310 CMR 40.545) of the MCP and a Short Term Measure (310 CMR 40.542), in the form of a product recovery/ground water pump and treatment system, is being conducted at the site. In October, 1988, representatives of the Department discovered that an additional release of gasoline had occurred at the site resulting in an accumulation of free gasoline in the subsurface at the water table. In your letter of November 3, 1988, ou indicated Mobil's intention to install an additional product reco ery s to outhwest of MW-10 (IN-2) in order to halt the migration of free product and dissolved volatile organic compound (VOC) contamination in ground water. The Department concurs with Mobil that such an installation is necessary. The proposed installation will be considered a Short Term Measure (STM) according to the MCP 310 CMR 40.542. -2- Please be advised that the Department must approve all STMs prior to implementation. The Department requires that within sixty (60) days from your receipt of this letter, Mobil submit for review and approval prior to implementation, the following additional information relative to the Short Term Measure: 1. A design, consisting of complete plans and specifications which shall include, but not be limited to, the following: a. A schedule for implementation of the approved Short Term Measure following Department approval; b. Complete plans and specifications for all on-site treatment, storage, and disposal activities; c. A preliminary health and safety plan; d. An environmental monitoring plan, including construction and long term monitoring; e. A preliminary contingency plan; f. A preliminary security plan; and g. An estimated cost of design, construction, and operation and maintenance. 2. A construction plan consisting of the following: a. A construction schedule; and b. Identification of all records, reports, logs and other pertinent information which shall be maintained to document construction activities. 3. An initial operation and maintenance plan which shall include: a. Start-up, testing, and maintenance over the first year of operation; b. Identification of the equipment necessary for operation and maintenance; c. . Specification of the type, frequency, and duration of testing or monitoring; and d. A quality assurance and quality control plan; the plan shall provide a description of the criteria to be used in detecting and evaluating deficiencies, selecting corrective measures, and implementing corrective measures. Mobil must comply with all existing local, State and Federal permitting and approval requirements. A permit for discharge of treated effluent is required by the Division of Water Pollution Control and all systems that generate air discharges must be approved by the Division of Air Quality Control. All additional permits and approvals must be identified and prompt action shall be taken to obtain such permits and approvals in order to avoid delays in implementing the STM. Permitting activities and time frames must be included in the schedule for implementation of the approved STM (l.a. above) . -3- A review of the performance of the existing product recovery/ground water treatment system (FWVl) has indicated the system is in need of modification. Analysis of VOC concentrations in March, April, June, August and September, 1988, quantified excessive levels in the system effluent. On October 18, 1988, Department engineers inspected the site and found the air stripping tower malfunctioning, full of water and overflowing contaminated water to the surface of the ground. Fouling of the air stripper with iron bacteria is the apparent reason for system malfunction. In addition the Department has recently received complaints from residents adjacent to the site regarding noxious odors from the air stripper. The Department requires that, within sixty (60) days from your receipt of this letter, Mobil submit for review and approval prior to implementation, detailed plans for modification of RW-1 with provisions for reducing system fouling (i.e., iron removal) , modifications to reduce VOC emissions in air and water effluent prior to discharge and to discontinue discharge to the storm drain and pond north of Route 132. A subsurface ground water discharge system must be installed to allow for recirculation of treated effluent. Reconstruction plans for RW-1 must include all items required above for the IN-2 STM. Where appropriate plans can be combined to include both systems. All appropriate permits and approvals must be identified and obtained prior to implementation as for RK-2. Be advised that the modification to the existing treatment system will require a permit issued by the Division of Air Quality Control. 310 CMR 7.02(2) (a) (6) requires that new facilities install Best Available Control Technology (BACT) . The Department has determined that BACT for aeration to remove VOC from contaminated soils or ground water is carbon adsorption or other technology which will result in an equivalent emission reduction. Enclosed are the following Design Data Sheets to assist you making application to the Department: DDS-3 Industrial and Commercial Facilities DDS-3c Wet Collection Devices DDS-3d Adsorption Equipment DDS-3e Afterburners Should you have any questions regarding the air pollution control application requirements, contact Alan S. Pickering at the Regional Office. In order to comply with the MCP, Mobil must conduct additional work at the site. Therefore, the Department requires Mobil, within forty-five (45) days of receipt of this letter, to submit for review and approval a scope of work as outlined in 310 CMR 40.545 (2), items (a) through (f) for additional Phase II Activities. In addition to analyses previously conducted at the site the sampling plan (310 CMR 40.545(2)(d)) must include provisions for soil and ground water analysis for lead. Unless justification for their exclusion is provided, all Phase II Activities at and near the site must be completed as required by the MCP. Some work has been completed at the site and therefore sections that must be addressed are listed below by specific MCP reference under 40.545(3) . L .o -4- (a) Investigation of Physical Site Characteristics 3. needs to be further addressed with emphasis on surface water effects on ground water flow (horizontal and vertical) and contaminant migration; 5. needs to be addressed; 6. needs to be further addressed; 8. needs to be further addressed; 9. needs to be addressed; and 11. needs to be further addressed. (b) Identification of Source and Extent of Release 1. needs to be further addressed to define release(s) of gasoline at the site subsequent to the line leak which occurred previous to May 1986; 2. needs to be further addressed to define the extent of ground water contamination (horizontal and vertical) . -Review of monitoring information submitted indicateds VOCs have migrated beyond wells y and v to the southwest of the service station. The width, length and depth of the plume has not been defined. The Department has determined the soil gas survey conducted at the site by Target Environmental in September 1988, was insufficient for the intended purpose of defining ground water contamination. Methods used by Target failed to detect VOCs in areas where monitoring wells (3, 7, 10 and 17) showed the presence of free product at the time of the survey. In addition, poor performance of the RW-1 treatment system, as previously referenced, gives the Department reason to believe VOCs have been released to the effluent receiving pond north of Route 132. The impact of this release to the receiving pond must be evaluated. 3. needs to be addressed; 4. . needs to be addressed; 5. needs to be further addressed; 6. needs to be addressed with emphasis on the existence and concentration of VOC vapors in buildings adjacent to the service station. c. Characterization of (released) Oil or Hazardous Materials, all items need to be addressed. d. Identification of Exposure Points and Determination of Exposure Point Concentrations, all items need to be addressed. e. The results of the Phase II-Comprehensive Site Assessment shall be provided as stated in this section. -5- f. Characterization of Risk of Harm to Human Health, all items need to be addressed. g. Characterization of Risk of Harm to Safety, Public Welfare and the Environment, all items need to be addressed. h. When No Further Remedial Response Action is Necessary, all items need to be addressed. i. Requirements When a Remedial Response Action is Necessary, all items need to be addressed. Should you have any questions regarding case OIR/SA 4-214, please contact James Begley of this office. Very truly yours, ZIA Gerald A. Monte, Acti ief Site Assessment Section M/JFB/re Enclosures CERTIFIED MAIL #P893 315 347 RETURN RECEIPT REQUESTED cc: Office of Incidence Response Barnstable Board of Health Town Hall Hyannis, MA 02601 Barnstable Fire Department 93 High School Road Ext. Hyannis; MA 02601 ATTN: Chief Richard Farrenkoff Zecco, Inc. 345 Main St. Northboro, MA L. Miller Mobil Oil Corp. 3225 Gallows Road Fairfax, Virginia 22037-0001 Arlene Barrios 508 Chelsea St. East Boston, MA 02125 � t -6- cc: DWPC - SERO DWPC - Boston ATI'N: Ronald White DAQC - SERO ATI'N: Alan S. Pickering Frank McDonough Rainbow Motel Route 132 Hyannis, MA 02601 Daniel S. Greenbaum Commissioner YM&WaaC Gilbert T.Joly X �oe", ��0,9947 Regional Direectorctor C� T3l January 11, 1989 Mobil Oil Corporation RE: BARNSTABLE--OIR/Emergency Response, 3225 Gallows Road SE 88-672/4-214, Mobil Service Fairfax, Virginia 22037-0001 Station, 1449 Route 132, Notice of Noncompliance & Request for Show ATTENTION: Mr. Gary Stumpf Cause Conference, M.G.L., C. 21E, 310 CMR 40.00 NOTICE OF NONCOMPLIANCE THIS IS AN IMPORTANT NOTICE. FAILURE TO TAKE ADEQUATE ACTION IN RESPONSE TO THIS NOTICE COULD RESULT IN SERIOUS LEGAL CONSEQUENCES. Department personnel have -observed that on October 18, 1988, activity occurred at the Mobil Service Station, on 1449 Route 132, Hyannis, Massachusetts, in noncompliance with one or more laws, regulations, orders, licenses, permits, or approvals enforced by the Department. Attached hereto is a written description of: 1. each activity referred to above, 2. the requirements violated, 3. the action the Department now wants you to take, and 4. the deadline for taking such action. You are also hereby requested to attend a hearing to be held at the Department of Environmental Quality Engineering, Southeast Regional Office, Division of Hazardous Waste, Lakeville Hospital, Lakeville, Massachusetts on February 17, 1989 at 10:00 a.m., to show cause why the Department should not refer this matter to the Department of the Attorney General's Office for further enforcement action. If you fail to take any action the Department now wants you to take by the prescribed deadline, or if you otherwise fail to remain in compliance in the future with requirements applicable to you, you could be subject to legal action, including but not limited to, criminal prosecution, court-imposed civil penalties or civil administrative penalties assessed by the Department. A civil administrative penalty may be assessed for every day from now on that you are in noncompliance with the requirements referred to above. Very truly yours, _10Z Theodore J. Kaega 1 r., ief Emergen espon e S do K/RFP/re CERTIFIED MAIL #P480 967 820 RETURN RECEIPT REQUESTED -3- 8. Chapter 21, Section 43, 314 CMR 3.00 - Surface Water Discharge Permit. Treated water effluent from the aeration tower is being discharged to a surface water body. Such a discharge requires that an NPDES Permit be applied for. Action to be Taken: Application for an NPDES Permit must be made to the Division of Water Pollution Control within 30 days of the receipt of this Notice. If you have any questions regarding this matter, please contact Mr. Richard F. Packard at the above telephone number. i DATE: // �?/J'c LLNJ.0 �' BY: %1c e eodorp K egae , Chie _ Emergent ponse ct'on -2- system operation and maintenance were not submitted after August 1987, as required. Action to be Taken: The Department requires resumption of monthly submittals, including records for the period of August 1987 - November 1988. 2. 310 CMR 40.009 - Accurate and Complete Recordkeeping. Reports submitted to the Department in response to correspondence dated July 1, 1986, September 11, 1986, December 1, 1986 and September 28, 1987., were incomplete in the following areas: a. A Phase II - Comprehensive Site Assessment was not completed. b. Monthly monitoring reports documenting site cleanup progess and product _. .. ` recovery/ground water treatment system operation were incomplete. 3. 310 CMR 40.010 - Alteration of Field Response Action System. On October 18, 1988, Department personnel inspected the site and found the product recovery/ ground water treatment system to be malfunctioning resulting in the over- flowing of contaminated ground water to the surface of the ground. Action to be Taken: The Department requires the system be properly maintained and operated at all times, in accordance with sound engineering practices and all applicable laws, permits or approvals. 4. 310 CMR 40.011 - Certification. Information submitted to the Department in the form of reports, plans, logs failed to include a certification that all documents are true, complete and accurate. 5. 310 CMR 40.374(5) and M.G.L., Chapter 21E, Section 7 - Release Which Require Notification. Site monitoring records collected by Mobil Oil Corporation's contractor, (Zecco, Inc.) indicated the possibility of a second release of gasoline at this station as early as January 1988. These records indicate free phase gasoline reappeared in late May - early June, 1988. These conditions require notification to the Department under M.G.L., Chapter 21E, Section 7 and 310 CMR 40.374. 6. 310 CMR 40.542(3a,b,c) Short Term Measure (S.T.M.). Site conditions after June 1988, required that measures be taken to abate the imminent hazard which the presence of uncontained free petroleum product posed. The need for S.T.M. was. not evaluated during the remedial phases of the response actions. The S.T.M. was not performed when the imminent hazard was identified. Action to be Taken: Take such actions as required by 310 CMR 40.542 to abate the imminent hazard present within 14 days of receipt of this Notice. 7. 310 CMR 40.545 - Phase II - Comprehensive Site Assessment. The Department required of Mobil Oil Corporation on several different occasions via written correspondence, to complete a Phase II - Comprehensive Site Assessment as described in MCP. Such requirements were not fully complied with. Action to be Taken: Complete the requirements for a Phase II - Comprehensive Site Assessment as described in various correspondence from the Department within 60 days of the receipt of this Notice. NOTICE OF NONCOMPLIANCE NONCCMPLIANCE SUMMARY NAME OF ENTITY IN NONCOMPLIANCE: Mobil Oil Corporation, 3225 Gallows Road, Fairfax, Virginia 22037-0001 LOCATION WHERE NONCOMPLIANCE OCCURRED OR WAS OBSERVED: , Mobil Service Station, 1449 Route 132, Hyannis, MA 02601 DATE WHEN NONCOMPLIANCE OCCURRED OR WAS OBSERVED: October 18, 1988 SITE HISTORY: A release of gasoline had occurred at the site sometime prior to May 30, 1986, as a result of a product line leak. On July 1, 1986, the Department notified Mobil Oil Corporation of its responsibility under M.G.L., Chapter 21E with regard to this .release. r .: Mobil Oil Corporation responded by installing and operating a petroleum product recovery/ground water treatment system. The system recovered approximately 5,400 gallons of gasoline from July, 1986 - July 1987. Site monitoring records and treatment system operational reports required by the Department indicated that the site was substantially clean of free product by August 1987. Site monitoring records were not submitted to the Department after August 1987. On October 18, 1988, a Department representative inspected the site and found product recovery/ground water treatment system malfunctioning causing an overflow of contaminated water to the surface of the ground. During the site inspection Department personnel observed the presence of significant quantities of free product in several monitoring wells located on the site. Subsequently, Mobil Oil Corporation was then requested to conduct hydrostatic tank testing of all underground fuel storage tanks (UST) on the site. Hydrostatic tank testing, conducted during the week of October 31, 1988, indicated that the fiberglass super unleaded tank was leaking. Therefore, the Department requested that Mobil Oil Corporation provide the Southeast Regional Office with all site monitoring reports and. associated correspondence between Mobil Oil Corporation and Mobil Oil Corporation's site remediation contractor, Zecco, Inc. A review of these records indicates that Mobil Oil Corporation suspected a new release had occurred at the site sometime in early 1988. On January 14, 1988, all USTs and distribution lines on site were hydrostatically tested. In late May 1988, free petroleum product was detected in site monitoring wells for the first time since August 1987. On June 1, 1988, Zecco, Inc., collected samples of product from each UST and from the recovery well for comparitive fingerprint anlaysis. Correspondence from Mobil Oil Corporation's Technical Service Laboratory (on July 8, 1988) to Mobil Oil Corporation concerning sample analysis results indicates that Mobil Oil Corporation was conducting a seepage investigation to determine if the tank system was a source of product loss. DESCRIPTION OF NONCOMPLIANCE AND STATEMENT OF FACT: 1. M.G.L., Chapter 21E, Sub Part A, 310 CMR 40.008. Failure to submit site Progress/Simn►ary Reports in a timely manner. Reports to the Department concerning site cleanup progress and product recovery/ground water treatment -2- cc: Board of Health Town Hall, 367 Main St. Hyannis, MA 02601 Chief Richard R. Farrenkopf 95 High School Road Ext. Hyannis, MA 02601 OIR - DEQE ATTN: Frank Sciannameo DEQE - Legal Office ATTN: Kristen Palace 'Roxanne Mayer DEQE - SERO ATTN: James Begley, Site Assessment Daniel S.Greenbaum /I Commissioner Gilbert T.Joly � � �� U��0,2.Y47 Regional Director (50�) 91<7-1231, 6W0-681< April 21, 1989 copy- Mobil Oil Corporation RE: SMAPCD--BARNSTABLE--Section 7.02, 3225 Gallows Road Action V7, Plan Approval No. Fairfax, Virginia 22030 4P89037, Mobil Service Station, Route 132/1449, Hyannis ATTENTION: Carl L. Hagen, Manager of Environmental Affairs Gentlemen: The Department of Environmental Quality Engineering, Division of Air Quality Control, has reviewed an application dated February 23, 1989, requesting approval to operate air pollution control equipment on a groundwater remediation system .at the Mobil Service Station, Route 132, Hyannis, Massachusetts. The application was submitted in accordance with Section 7.02 Plan Approval and Emission Limitations as contained in 310 CMR 7.00 "Air Pollution Control Regulations" adopted by the Department pursuant to the authority granted by Massachusetts General Laws, Chapter 111, Section 142A-E and Chapter 21C, Sections 4 and 6. The Division of Air Quality Control's review has been limited to air pollution regulation compliance and does not relieve you of the obligation to comply with all other permitting requirements. The application was submitted by Carl T. Wolff of Metcalf and Eddy over the seal and signature of Willard L. Baker, Jr. , P.E. No. 28802. A review of the pertinent information indicates that the groundwater remediation system removes volatile organic compounds (VOC) from contaminated groundwater at this service station. The remediation system consists of two (2) groundwater pumping wells, which will supply contaminated groundwater to two (2) air stripping towers. The air pollution control equipment consists of two (2) activated carbon adsorption units each located on the vapor outlet of the air stripping towers, as indicated in Figure 4 of the application submittal. Each air stripper - carbon adsorption combination will operate at a maximum rate of 460 ACFM and will be vented to the atmosphere through 6 inch diameter FRP stacks, the tops of which are 15 feet above ground level. 2 - The carbon adsorption units will each be Calgon Carbon Corporation, Vapor Pac Service Units. Each will contain 1,800 pounds of 6 x 16 mesh activated carbon and have a bed volume of 60 cubic feet. These units will have a minimum collection efficiency of 99% for the VOCs in the effluent stream. The maximum hourly emission rate from each unit shall not exceed 0.0026 pounds of VOC per hour per carbon unit (0.0052 pounds of VOC per hour total) nor shall the maximum annual emissions from the entire facility exceed 46 pounds of VOC per year. The Department, based on its review of the information provided hereby approves the application subject to the following provisions: 1. This Regional Office shall be notified, in writing, when the facility is deemed ready for continuous operation. 2. Should a nuisance condition occur due to the operation of the equipment approved herein, appropriate steps shall .be immediately taken to abate the nuisance condition. 3. The ability of the equipment to maintain emission rates at or below the stated level shall be demonstrated if deemed necessary by the Department. 4. The effluent from the carbon units shall be tested weekly for carbon breakthrough using an HNu meter. The carbon units shall be replaced immediately when breakthrough is identified or when they have 84 days of "in service" time on them. This should insure that carbon breakthrough will not occur while the remediation system is unattended. 5. The Department reserves the right to require any additional measures as deemed appropriate such as increased sampling frequency, system redesign or the installation of an acceptable air pollution control device in the event that the air sampling results reveal that influent contamination levels .have increased over those levels reported within the application submittal. Failure to comply with the above-stated provisions will constitute a violation of the "Regulations" . The Department may also revoke this approval if the construction work is not commenced within two years from the date of issuance of this approval, or if work is suspended for one year. An Environmental Notification Form for air quality control purposes was not required for this action since it is categorically exempt pursuant to the Regulations Governing the Preparation of Environmental Impact Reports adopted by the Secretary of Environmental Affairs. This action has been determined to cause no significant damage to the environment. I J 3 - Enclosed is a copy of the approved application. Very truly yours, r Christopher Tilden, P.E. , Acting Deputy Regional Environmental Engineer T/VMS/Pish Enclosure cc: Board of Health Town' Hall 367 Main Street Hyannis, Mass. 02601 Zecco, Inc. 345 West Main Street Northboro, Mass. 01532 ATTN: Glenn S. Goral Metcalf and Eddy P.O. Box 4043 Woburn, Mass 01888-4043 ATTN: Carl Wolff DEQE-DAQC ATTN: Program Implementation Branch DEQE-Southeast Region ATTN: Division of Hazardous Waste Jim Begley DEQE-Southeast Region ATTN: Division of Water Supply Larry Day-Jan DEQE-Southeast Region ATTN: Division of Water Pollution Control Jeff Gould :. -- Y114el exec� OA�e, (ffnaC! Daniel S.Greenbaum Commissioner Voalx�Avzot-?" Gilbert T.Joly � � � 02947 Regional Director March 8, 1989 COPY Mobil Oil Corporation RE: SMAPCD—BARNSTABLE--Section 3225 Gallows Road 7.02, Plan Review, Application Fairfax, Virginia 22037 No. 4P89037, Action V1, Mobil SS #O1-QJN ATTENTION: Gary A. Stumpf, C.P.G. Gentlemen: This letter is to acknowledge reciept of your communication on March 1, 1989 relative to review of an application concerning the proposed installation and operation of two air strippers with carbon canisters to control emissions of benzene, toluene, xylene and ethyl benzene from groundwater clean-up operations at the site of the Mobil Gas Station on Route 132, Hyannis, Massachusetts. Your application has been assigned as number 4P89037. In the future, please refer to this application number on all letters and plans. The provisions of Section 7.02(2) of 310 CMR 7.00 "Air Pollution Control Regulations" requires that: "No person shall construct, substantially reconstruct, or alter any facility regulated herein that may cause or contribute to a condition of air pollution unless the plans, specifications, proposed Standard Operating Procedure and the proposed Maintenance Procedure for such facility have been submitted to the Department for approval and approval has been granted in writing". Be advised that the proposed equipment is applicable to permitting requirements contained in Section 7.02(2) of the "Regulations". Written approval must be received from the Department prior to commencing the installation of the proposed equipment. Should you have any questions relative to this application, please contact Alan S. Pickering at the Regional Office. Very truly yours, VaughAh M. Steeves, Chiet Air Quality Control Section VMS/sh - 2 - cc: Board of Health Town Hall 367 Main Street Hyannis, Mass. 02601 Fire Department Main Street Barnstable, Mass. 02601 DEQE/DAQC ATTN: Program Implementation Branch DEQE/SERO ATTN: Christopher Tilden a Daniel S.Greenbaum eJG�ll��2eGLd�i c% Commissioner L Gilbert T.Joly xzzd/u&C , _ZaU&M 023.,117 Regional Director (SOX) SJ17 M51, ( xt 6TO--eV January 11, 1989 Mobil Oil Corporation RE: BARNSTABLE--OIR/Emergency Response, 3225 Gallows Road SE 88-672/4-214, Mobil Service Fairfax, Virginia 22037-0001 Station, 1449 Route 132, Notice of Noncompliance & Request for Show ATTENTION: Mr. Gary Stumpf Cause Conference, M.G.L., C. 21E, 310 CMR 40.00 NOTICE OF NONCOMPLIANCE THIS IS AN IMPORTANT NOTICE. FAILURE To TAKE ADEQUATE ACTION IN RESPONSE To THIS NOTICE COULD RESULT IN SERIOUS LEGAL CONSEQUENCES. Department personnel have observed that on October 18, 1988, activity occurred at the Mobil Service Station, on 1449 Route 132, Hyannis, Massachusetts, in noncompliance with one or more laws, regulations, orders, licenses, permits, or approvals enforced by the Department. Attached hereto is a written description of: 1. each activity referred to above, 2. the requirements violated, 3. the action the Department now wants you to take, and 4. the deadline for taking such action. You are also hereby requested to attend a hearing to be held at the Department of Environmental Quality Engineering, Southeast Regional Office, Division of Hazardous Waste, Lakeville Hospital, Lakeville, Massachusetts on February 17, 1989 at 10:00 a.m., to show cause why the Department should not refer this matter to the Department of the Attorney General's Office for further enforcement action. If you fail to take any action the Department now wants you to take by the prescribed deadline, or if you otherwise fail to remain in compliance in the future with requirements applicable to you, you could be subject to legal action, including but not limited to, criminal prosecution, court-imposed civil penalties or civil administrative penalties assessed by the Department. A civil administrative penalty may be assessed for every day from now on that you are in noncompliance with the requirements referred to above. Very truly yours, Theodore J. Kaega lov r. ,- ief Emergen espon e S do K/RFP/re CERTIFIED MAIL #P480 967 .820. RETURN RECEIPT REQUESTED i.+ y -2- cc: Board of Health Town Hall, 367 Main St. Hyannis, MA 02601 Chief Richard R. Farrenkopf 95 High School Road Ext. Hyannis, MA 02601 OIR - DEQE ATTN: Frank Sciannameo DEQE - Legal Office AWN: Kristen Palace Roxanne Mayer DEQE - SERO ATTN: James Begley, Site Assessment f y U NOTICE OF NONCOMPLIANCE NONCCMPLIANCE SUMMARY NAME OF ENTITY IN NONCOMPLIANCE: Mobil Oil Corporation, 3225 Gallows Road, Fairfax, Virginia 22037-0001 LOCATION WHERE NONCOMPLIANCE OCCURRED OR WAS OBSERVED: . 132�l Service Sta MA tion, 1449 Route DATE WHEN NONCOMPLIANCE OCCURRED OR WAS OBSERVED: October 18, 1988 SITE HISTORY: A release of gasoline had occurred at the site sometime prior to May 30, 1986, as a result of a product line leak. On July 1, 1986, the Department notified Mobil Oil Corporation of its responsibility under M.G.L., Chapter 21E with regard to this release. Mobil Oil Corporation responded by installing and operating a petroleum product recovery/ground water treatment system. The system recovered approximately 5,400 gallons of gasoline from July, 1986 - July 1987. Site monitoring records and treatment system operational reports required by the Department indicated that the site was substantially clean of free product by August 1987. Site monitoring records were not submitted to the Department after August 1987. on October 18, 1988, a Department representative inspected the site and found product recovery/ground water treatment system malfunctioning causing an overflow of contaminated water to the surface of the ground. During the site inspection Department personnel observed the presence of significant quantities of free product in several monitoring wells located on the site. Subsequently, Mobil Oil Corporation was then requested to conduct hydrostatic tank testing of all underground fuel storage tanks (UST) on the site. Hydrostatic tank �GG %Al - ,__- testing, conducted during h wee' of uctober 31, 1988, indicated that the fib- super unleaded tank was leaking. Therefore, the Department requested that Mobil Oil Corporation provide the Southeast Regional Office with all site monitoring reports and, associated correspondence between Mobil Oil Corporation and Mobil Oil Corporation's site remediation contractor, Zecco, Inc. A review of these records indicates that Mobil Oil Corporation suspected a new release had occurred at the site sometime in early 1988. On January 14, 1988, all USTs and distribution lines on site were hydrostatically tested. In late May 1988, free petroleum product was detected in site monitoring wells for the first time since August 1987. On June 1, 1988, Zecco, Inc., collected samples of product from each UST and from the recovery well for comparitive fingerprint anlaysis. Correspondence from Mobil Oil Corporation's Technical Service Laboratory (on July 8, 1986) to Mobil Oil Corporation concerning sample analysis results indicates that Mobil Oil Corporation was conducting a seepage investigation to determine if the tank system was a source of product loss. DESCRIPTION OF NONCOMPLIANCE AND STATEMENT OF FACT: 1. M.G.L., Chapter 21E, Sub Part A, 310 CMR 40.0 08. Failur e to submit site Progress/Summary Reports in a timely manner. Reports to the Department concerning site cleanup progress and product recovery/ground water treatment ' 1 -2- system operation and maintenance were not submitted after August 1987, as required. Action to be Taken: The Department requires resumption of monthly submittals, including records for the period of August 1987 - November_ 1988. 2. 310 CMR 40.009 - Accurate and Complete Recordkeeping. Reports submitted to the Department in response to correspondence dated July 1, 1986, September 11, 1986, December 1, 1986 and September 28, 1987, were incomplete in" the following areas: a. A Phase II - Comprehensive Site Assessment was not completed. b. . Monthly monitoring reports documenting site cleanup progess and product recovery/ground water treatment system operation were incomplete. 3. 310 CMR 40.010 - Alteration of Field Response Action System. On October 18, 1988, Department personnel inspected the site and found the product recovery/ ground water treatment system to be malfunctioning resulting in the over- flowing of contaminated ground water to the surface of the ground. Action to be Taken: The Department requires the system be properly maintained and operated at all times, in accordance with sound engineering practices and all s applicable laws, permit or approvals. 4. 310 CMR 40.011 - Certification. Information submitted to the Department in the form of reports, plans, logs failed to include a certification that all documents are true, complete and accurate. 5. 310 CMR 40.374(5) and M.G.L., Chapter 21E, Section 7 - Release which Require Notification. Site monitoring records collected by Mobil Oil Corporation's contractor, (Zecco, Inc.) indicated the possibility of a second release of gasoline at this station as early as January 1988. These records indicate free phase gasoline reappeared in late May .- early June, 1988. These conditions require notification to the Department under M.G.L. , Chapter 21E, Section 7 and 310 CMR 40.374. 6. 310 CMR 40.542(3a,b,c) Short Term Measure (S.T.M.). Site conditions after June 1988, required that measures be taken to abate the imminent hazard which the presence of uncontained free petroleum product posed. The need for S.T.M. was not evaluated during the remedial phases of the response actions. The .S.T.M. was not performed when the imminent hazard was identified. . Action to be Taken: Take such actions as required by 310 CMR 40.542 to abate the imminent hazard present within 14 days of receipt of this Notice. 7. 310 CMR 40.545 - Phase II - Comprehensive Site Assessment. The Department required of Mobil Oil Corporation on several different occasions via written correspondence, to complete a Phase II - Comprehensive Site Assessment as described in MCP. Such requirements were not fully complied with. Action to be Taken: Complete the requirements for a Phase II - Comprehensive Site Assessment as described in various correspondence from the Department within 60 days of the receipt of this Notice. 8. Chapter 21, Section 43, 314 CMR 3.00 - Surface Water Discharge Permit. Treated water effluent from the aeration tower is being discharged to a surface . . water body. Such a discharge requires that an NPDES Permit be applied for. Action to be Taken: Application for an NPDES Permit must be made to the Division 1 of Water Pollution Control within 30 days of the receipt of this Notice. _ If you have any questions regarding this matter, please contact Mr. Richard F. Packard at the above telephone number. DATE: // �7AI G(!L/I.0 BY: _.- eodore K egae , Chie _ Emergenc ponse ct'on - �� S.Russell S Iva � O X p "Commissioner xG 680=6*oU GPI .947 July 1, 1986 Mobil Oil Company RE: BARNSTABLE-Incident Response, Site 580 Chelsea Street Assessment, Release of,Hazardous East Boston, Massachusetts 02125 ` Material, Hyannis Mobil., Rt. 132, NOTICE OF RESPONSIBILITY/ ATTENTION: Mr. Andy Bissonette — NOTICE OF VIOLATION Massachusetts .General 'Laws. Chapter 21E Gentlemen: The Department .of Environmental Quality Engineering, on May 30, 1986, received notifi:cpt..ion from Mr. Andy Bissonette, .Mobil Oil Representative, ghat a- release of hazardous.material (i.e., gasoline) had occurred at the above-referenced facility. On June 2, 1986, representatives of the Department conducted: an inspection of. the site and observed the following: 1. A distribution line carrying super unleaded product was leaking gasoline into the ground. 2. Measurements of monitoring wells on site indicated the presence of Yfree floating product in 4 of the 16 monitoring wells, with product thicknesses ranging from .2 to greater than 12". _ This condition constitutes release of hazardous materials from the site- The prevention and/or. mitigation of such a release or threat ofJ`release is governed. by M.G.L. .C. 21E, the "Massachusetts Oil and Hazardous Material Release, Prevention.and Response Act." On June 2, 1986, at approximately 10:30 a.m., Department personnel verbally notified you of your responsibility for the release under the "Massachusetts�':Oil and Hazardous Material Release, Prevention and Response Act.". You accepted responsibility at that time. This letter is to inform you that: y 1. Based on information available to the Department of Environmental Quality Engineering, the Department has reason to believe that you as :owner are a reponsible party with .liability under M.G.L. C. 21E S 5(a)(1). The nature of this liability is joint and several without regard to fault; 2. Provide you with an opportunity to accept such responsibility in writing. 3. Should you fail to complete your acceptance of responsibility the Department is authorized to take actions which it .deems necessary to respond to the f release. 4.. Information provided to this office indicates that Mobil oil Company had . knowledge of the presence of- gasoline in the monitoring wells on its property on May 16, 1986. Notification to the Department.of this release was not provided until May 30, 1986. Your failure to notify the Department of this release is a violation of Massachusetts General Laws,' Chapter. 21E. The Department requires Mobil Oil provide justification for this delay in: notification. Your liability.noted in one above' may .include :up to three 'times the :lost of: a. all response costs incurred' by the Department due to the release/threat of release, including: all contract, administrative, and personnel costs; and b. All damages for any injury to, destruction, or loss of natural resources due to the release/thr-eat of release. The liability constitutes a debt to the Commonwealth. The debt, together with interest, creates a lien on all of yojir property in the Commonwealth. ?n addition to the foreclosure remedy provided by the lien, the Attorney-General. of the Commonwealth may recover that debt or .any part of it in an .action .against you. You may also be liable under M.G.L. C..21E §11 for up to $25,000 in fines .and penalties for each violation of C. 21E as f as well fo r r additional penaltiesr o dama es . ursuant 'to other 9 P statutes or common law. Mr. Andy Bissonette, Mobil Oil representative, indicated to Department representatives on June 2, 1986, that Mobil Oil intends to take the necessary response. actions in lieu of the .Department. The Department requires written confirmation no . later than July .18, 1986. In addition, Mr.. Bissonette informed the Department that Zeceo.? Inc., had been contracted to conduct a hydrogeological investigation and site. assessment. The consultant must submit to the. Department a preliminary site assessment which will define the extent of contamination and provide recommendations for all necessary remedial actions by July 31, 1986. All data generated by`theassessment of this site shall be suL-mitted for review and approval prior to implementation of the remedial actions. The Department. requires the assessment and remedial action .scope of . the work to include but shall not be limited to the following: 1. Define the extent of free floating product both on and off site. 2. Determine the horizontal and vertical extent of the plume, of gasoline contaminated groundwater emanating from the site. 3. Document the presence or absence of any public or private drinking water supplies in the area. 4. Submit copies of all petro-tite testing conducted on tanks and lines on the. property. - 5. Submit recommendations for remedial actim alternatives which may be aPPropriate. If the Department does not hear from you within the: time specified ;a� or if you or persons acting on your behalf fail to act within. the prescribed ;time) ,'the. Department will complete the remedial, actions already begun and.,expect to""recover .from YOU to- the extent of liability.set. forth above. If.you have any questions regarding this:_mattere you may contact Richard Packard. of this office. Very truly yours, Gerald A. Monte, Acting ;:Chief Solid andeHazardous Waste. Section RP M/ re/ Enclosure CERTIFIED MAIL .0685 936 426 . RETURN RECEIPT REQUESTED cc: James Colman, .DEQE OIR - Boston Barnstable Board of Health Zbwri Hall Hyannis, MA 02601 ATTi1: John Kelley Hyannis Fire Department 93 High School Road Ext, Hyannis,. MA 02601 ATTN: Richard Farrenkoff Dept of Public Works 367 Main St. Hyannis, MA 02601 ATTN: Robert O'Brien, Supt. Zecco, Inc. 345 W. Main St. Northboro,. MA 015.32 ATTN: Steve Migridihian Water Supply, SERO of Comrrcnwecr!h of Massechusefis _ E,cectrtNe Office of Environmental Department of ' Environmental Protection I sm w 2 William F. WeW OWWA&GreimbauRS FORM WS1_ Notice of Plumbing Inspector Approval to Seal Floor Drain April 1992 Note: 11is Application Does Not Apply To Any Facility Whose Floor Drain is Connected To A Municipal Sewer System. )R&?x'PV dd� To: Plumbing Inspector for the City/Town of ' Company Name: _ ���. y /9 i.� ��.a� �,w �, �, 0(Z N10Qi L� Y, r" Nature of Business: !'� " Mailing Address: Location: Phone Number: Facility Owner'. requests to seal _ floor drains. 0 of dsaiu. Any additions or alterations to the system are not permissible without the appro"ll of the local plumbing inspector. All seals must be in compliance with 248 CMFi. Thfs form must show both signatures before copy may be filed with DEP. Upon approval, a completed copy of this notice shall be filed immediately with the DEP"Under- ground 1n3ection Coatrol Program. (@611/556-1165) at the address below. Upon completjors Of all work, the applicant shall file the DEP Or Noti Qtion Form to the same addt'ess. ti Dale I- MFMJRv ofF&CM7 Ow '�/�tJjy,Z /JurD t p ipat�of Fiu=bing Lmmec or Dow PlambitsS P�tmit Owner alai sani SL COEMPleted 1DZFyfDfv3on of Water Sl*plv Copy of this form Ur. �U d round 34ection CoubmI Program Oar Winter Street, 9th favor B,74�u, MA 02108 FAX(017)5*10 0 • teiephw*(617) 0VPu F+ Mobil Oil Corporation f WESTFORD TECHNOLOGY PARK 1 TECHNOLOGY PARK DRIVE WESTFORD,MA 01666 September 2, 1992 Department of Environmental Protection Division of Water Supply 1 Winter Street Boston, MA 02108 Attn: Jacob Moss re: DEP UIC Program Dear Jacob; Attached for your review are completed WSJ Forms for the following locations: SS# Address City DEP # ------ ------------------ -------------- ------ 01-759 1363 Washington St Hanover 4-1012 01-QJH 156 Ivanough Rd Hyanniss 4-0862 01-QJN Rte 132 Hyannis 4-0214 01-QJY Rte 28 & South Sea Yarmouth None-S The sampling results and closure reports have been/will be forwarded upon completion. Please call me at (508) 392-3035 if you have any questions. Tina Valenti Field Engineer Attachments cc: D.J.—Baker—==_lW, w/out attachments !�Boar_d_of_Health P.K. Cole -- OGC, w/out attachments DEP Regional office Environmental Engineer C.E. Galloway -- Westford, w/out attachments • Plumbing Inspector , w Environmental Awareness 777 7 . S. Russell Syiva 91, Cur^m�;s:�•r.�: �aGG��l.(?LCd�i��P�'C!�/'li . ol�C(.f)C�(.�I�Gf%e%�(.C41�/�%!-G[.G!/, oL�2/��=/(�i� <�//�LGCl1�-a{Au(Q.�•G'�J September 11, 1986 -boo F y Mobil Oil Corporation RE: BARNSTABLE--Incident Response P.O. Box 839 Review of Site Assessment for Valley- Forge, Pennsylvania 19482 Hyannis Mobil Service Station, Route 132, Massachusetts General Laws, Chapter 21E •ATTENTiON: S. G. Jenkins Gentlemen: The Department of Environmental Quality Engineering has received a report entitled: " SITE ASSESSMENT MOBIL SERVICE STATION 1449 ROUTE 132 HYANNIS, MASSACHUSETTS AUGUST, 1986 �r The report was submitted on your behalf by Zecco, Inc., Northboro, Massachusetts. This report details the preliminary hydrogeologic investigation_ conducted to define the extent of free floating product on the groundwater table and outlines the design of the product recovery/groundwater treatment system installed at the site. According to the report, a product feed line leak has resulted in the accumula- tion of gasoline on the groundwater. Product thicknesses of up to one foot have been measured in the monitoring wells. The product. seems to be migrating in the westerly direction and extends from the pump islands to Shallow Pond Road adjacent to the site. According. to plans prepared for the Cape Cod Planning and Economic Development Commission in 1982, the site is within the zone of contribution of the public water . supply well located at pump station No. 3, Barnstable Fire District. The Department (under the authority of Chapter 21E, Section 9) requires that the following detailed information w:;th regards to the site be provided: 1 . Boring Logs; 2. Recovery well groundwater pumping rate; .3. Air stripper air to ,iater ratio; 4. Treatment system efficiency; S. Recovery well pump test data and calculations of acquifer characteristics and the groundwater capture zone; 6. Sample results for EPA Method 624 for all site monitoring wells, excluding those wells which contain free product; 7. Plans defining the extent of dissolved hydrocarbon contamination in the groundwater (the installation of additional off-site monitoring wells may be necessary to define the dissolved contaminant plume); and 8. Total quantity and rates of product recovered. The above information shall be submitted to the Department by October 31, 1986. In order to restore the groundwater resource to a potable condition in the area, and reduce the chance of contaminating the public water supply, the Department requires the following steps be taken: 1. Develop a groundwater treatment system sufficient to capture, contain and restore all contaminated groundwater extending from the site that contains total benzene, toluene, ethylbenzene, or xylenes concentrations greater than five (5) parts per billion (ppb) . The installation of additional groundwater pumping wells and treatment systems may be necessary; and 2. Prepare a detailed plan for site monitoring and maintenance of the recovery/ treatment system. f A proposal (3 copies) detailing the design, location(s) , construction and operation of the aquifer rehabilitation system, treated water discharge operations and the Monitoring Program Plan shall be submitted to the Department by November 8, 1986 (See enclosed policy) . Please be advised that a NPDES permit for the treated water discharge is required by the Environmental Protection Agency. Additionally, plans for the air stripper(s) must be submitted to, and approved by, the Department's Division of Air Quality Control pursuant to 310 CMR 7.02, adopted under MGL, Chapter ill, Sections 142A-D. (See enclosed list of information required.) -3- The Depaxtment requires oiritten confirmation that Mobil Oil Corporation or its representatives will provide the requested information and undertake the remedial actions outlined above no later than September 30, 1936. if you have any questions regarding this matter, you may contact Jaynes Begley of this office. Very truly yours, Gerald A. Monte, Acting Chief Solid and Hazardous Waste Section M/JFB/rr Enclosures CERTIFIED MAIL #P685936471 RETURN RECEIPT REQUESTED cc: James Colman DEQE OIR - Boston Barnstable Board of Health Town Hall Hyannis, MA 02601 ATTN: . John Kelly Hyannis Fire Department 93 High School Road Ext. Hyannis, MA 02601 ATTN: Richard Farrenkoff DAQC - SERO Mobil Oil Corp. 580 Chelsea Street East Boston, MA 02125 ATTN: . Mr. Andy Bissonette Department of Public works 367 Main Street Hyannis, MA 02601 ATTN: Robert O'Brien Superintendent i Zecco, Inc. 345 Main Street Northboro, MA 01532 ATTN: Tony Zecco (Enclosures) . Water Supply - SERO �. _4 cc: Barnstable Fire District GraniteLane Barnstable Village, MA 02630 ATTN: Thomas Mullen IA � [/� //�� Mobil Oil Corporation WESTFORD TECHNOLOGY PARK 1 TECHNOLOGY PARK DRIVE WESTFORD,MASSACHUSETTS 01886 July 1, 1991 Department of Environmental Protection Southeast Regional Office Lakeville Hospital Main Street Lakeville, Massachusetts 02346 Mr. Mark Begley Interim Measure Update Mobil Station 01-QJN 1449 Route 132 Hyannis, Massachusetts Dear Mr. Begley, Enclosed is the April Interim Measure update for the subject location. This report contains a summary of recovery system maintenance activities, vapor extraction and recovery system monitoring data. Mobil is currently awaiting your response to our Phase IV Final Remedial Response Plan. If I you have any questions please call me at (508) 392-3007. Sincerely, 117" l Fran J. Maglio Project Engineer cc: C. E. Galloway M. J. Flynn - Chairman of the Selectman Board, 367 Main St. Hyannis, MA 02601 w/attachment Mr. William C. Murray - 18 Bainbridge Road, West Hartford, CT 06119 w/ attachment P. K. Cole - w/ attachment INCIDENT REPORT :._-, � (Extract NFIRS - 1) Hyannis i s Fire De DELETE y" riclrtrnerrt CHANGE • FDID INCIDENT NO. E%P.NO. MO DAY YR DAY OF WEEK ALARM TIME ARRIVAL TIME TIME IN SERVICE 1 2 3C►{►{>jg 0 02 10/0 Friday tb C3C>:2.5 C>Cs:,j4 C►t►:4C> TYPE OF SITUATION FOUND TYPE OF ACTION TAKEN MUTUAL AID Spill, leak with ric, ignitior, 4i Remove hazard 4 REC'D GIVEN � fn LLJ FIXED PROPERTY USE IGNITION FACTOR LL Flammable, cornbstbl 1 iq' tank strg 641 Igrr Fctn t+ndtrnd U J Q CORRECT ADDRESS ZIP CODE CENSUS TRACT o 1443 RTE. i32 )iXb(� r2 00002601 i LL OCCUPANT NAME(LAST.FIRST.MI) TELEPHONES ROOM OR APT. W HYi~NNIS MOBILC SERV. f 5()S) 3GL--32eo NIA J 0. OWNER NAME(LAST.FIRST.MII ADDRESS TELEPHONE o MDI:41LE DIL CD (000)000-0000 U METHOD OF ALARM FROM PUBLIC CO.INSPECTION SHIFT NO.OF ALARMS Telephone direct to fire departmenj DISTRICT 1 c 1 NO.OF FIRE PERSONNEL NO.OF ENGINES NO.AERIAL APPARATUS N0.OTHER VEHICLES RESPONDED RESPONDED �.> RESPONDED {> RESPONDED LL } W f- F J W Q N0.OF INJURIES J ] NO.OF FATALITIES CL y FIRE SERVICE 0 OTHER 0 FIRE SERVICE Lf OTHER 0 O Q U U COMPLEX MOBILE PROPERTY TYPE .r U. y AREA OF FIRE ORIGIN EQUIPMENT INVOLVED IN IGNITION Lt C> LL Lwu d J FORM OF HEAT IGNITION TYPE OF MATERIAL IGNITED FORM OF MATERIAL IGNITED O a G C> 0 U METHOD OF EXTINGUISHMENT LEVEL OF FIRE ORIGIN ESTIMATED LOSS(DOLLARS ONLY) 0 0 {t [NO.OF CONSTRUCTION TYPE STORIES {r 1 1 0 EXTENT OF FLAME DAMAGE EXTENT OF SMOKE DAMAGE {1 0 W LL LL DETECTOR PERFORMANCE SPRINKLER PERFORMANCE C 0 0 uj a TYPE OF MATERIAL GENERATING MOST SMOKE AVENUE OF SMOKE TRAVEL 0 j IF SMOKE {► U Ix SPREAD 0y BEYOND ROOM FORM OF MATERIAL GENERATING MOST SMOKE OF ORIGIN L—c—i IF MOBILE YEAR MAKE MODEL SERIAL NO. LICENSE NO. PROPERTY C> IF EQUIPMENT MAKE MODEL SERIAL NO. INVOLVED IN IGNITION OFFICER IN CHARGE(NAME.POSITION,ASGMT.) DATE J. GRANT I DEPUTY 02I09J90 MEMBER MAKING REPORT DATE R. K. DICKERING I CAPT. 02/09/90 1986 ARRAKIS PUBLISHING COMMENTS: THIS DEPT. RECIEVED A TEL. CALL FROM THE PROPRITOR OF THR RAINSOW MOTEL, THE CALLER STATED THAT THE GASOLINE RECOVERY SYSTEM AT THE M01ILE STATION IS LEAKING INTO THE ROAD NEAR HIS MOTEL. OPUTY GRANT AND CAPT. PICKERING RESPONDED 'r'D THE LOCATION TO INVESTAGATE, SHUT THE ELECTRICAL SYSTEM OFF AT THE MAIN SWITCH. LEAKING STOPPED. RET. TO rTS DEPUTY GRANT WILL CALL ZECCD CORP. DURING BUSINESS HRS. 02/09/0 R.K. PIC KERING 1 CAPT. (12/ 9/90 i • A E01 x Groundwater � ��y �.. & Environmental Services, Inc. 364 Littleton Road Suite 4 • Westford, MA 01886 (978)392-0090 • FAX(978)392-8583 `'+ March 6, 2002 Mr. Thomas McKean Barnstable Board of Health 200 Main Street Hyannis, Massachusetts 02601 Re: Public Notice Requirement Phase II Comprehensive Site Assessment and Phase III Remedial Action Plan Mobil Service,Station 11636 (Formerly 01-QJH) -156 Iyano gh Road 13yannis"Massachusetts MADEP Site No. 4-13422 Dear Mr. McKean: On behalf of Mobil Business Resources Corporation (Mobil), Groundwater. & Environmental Services, Inc. (GES) is informing you that a Phase II Comprehensive Site Assessment (CSA)and a Phase.III Remedial Action Plan (RAP) have been completed for the Mobil Service Station property located at 156 Iyanough Road in Hyannis, Massachusetts: The Phase II CSA and Phase III RAP were submitted on March 6, 2002 to the Massachusetts Department of Environmental Protection (MADEP) southeast regional office located at 20 Riverside Drive in Lakeville, Massachusetts. Please contact MADEP at (508) 946-2700 if you wish to review these documents. If you have any questions regarding this submittal,please contact the undersigned at (978) 392-0090 extension 125. Sincerely, GROUNDWATER&ENVIRONMENTAL SERVICES, INC. Keri A. Fitzp tric Brian A. Emery, LSP" Pr6j'ect 1Vlariager Senior Project Manager c. :-M-ADEP,-,Southeast Region•. ?' E5325 "An Equal Opportunity Employer" 41 No..... `' ..... Fa$........................... THE COMMONWEALTH OF MASSACHUSETTS BOARD OF HEALTH ............. _. .. ......OF............................................_........................................... Appliration -for Di,spuiitt1 Works Tonstrurtion Pumit Application is hereby made for a Permit to Construct (L/') or Repair O an Individual Sewage Disposal System at: ...- -.�- ......� ____.� �a .......?..._t...-...... ^r.�._._st+'..n.,+s ... .ems................. Location Address r a tAP or Lot No.,. e eare iad a� `•t4 trPlrt c� 9 lip ,f hr+nt�i rs .a'"t ,,,•l�d�nn, r ,•fir,•,�. .s Owner St'_0! €,Y F s`+'r' �tT'+ t t� 't,LY+ Address iiF'tn�,t? :f-:iK •r' 07, Installer Address Type of Building Size Lot_ �_w'c ____.____.Sq. feet U Dwelling—No. of Bedrooms---------------_--:...................._..Expansion Attic ( ) Garbage Grinder ( ) gam# - p., Other—Type o7'f' �uil�lmg�_.R.�:��. ,t�t'�r No. of persons..__A..................... Showers (� ) Cafeteria dOther fixtures ,------------------------------------- - - ----•---•----_--_----•---•--••-------•---•---•---•------------ W Design Flow?F �s'� h!_t-_ <: _______galloner erson per day. Total daily fl -------- _________________________________gallons. R: Septic Tank—Liquid capacity ___-gallons Length----;,;--------- Width... .......... Di-i e� ............. Depth----_---._....- Disposal Trench—yNro._-__--__-_ -•_...- Width_------------------ Total Length.................... Total leaching area-.-. ---"7sq. ft. Seepage it 1 o--------------------- Diameter__------------------ Depth below inlet------____.......... Total leaching area---_._-_-_-_....sq. tt. Z Other Distribution box ( /) Dosing tank ( b) Percolation Test Results Performed by--------- ------------------------------------•--•-......•-------•-----_.. Date........................................ a Test Pit No. 1----------------minutes per inch Depth of Test Pit.................... Depth to ground water---------.-.---.------.. 44 Test Pit No. 2----------------minutes per inch Depth of Test Pit-------------------- Depth to ground water........................ Ix ---------------------------•-------------•-----------•------•------------------------------------------------•-------•---•-----------------------------•----. 0 Description of Soil------------------------------------------------------------------------------------------------------------------------------------------------------------------ x W UNature of Repairs or Alterations—Answer when applicable------------------------------------------------------------------------------------------------ ------------------------------------------------------------------------------------- Agreement: The undersigned agrees to install the aforedescribed Individual Sewage Disposal System in accordance with the provisions of Article XI of the State Sanitary Code— The undersigned further agrees not to place the system in operation until a Certificate of Compliance has been i sued by.the board of ealth. Application Approved By. j; -= Date Application Disapproved for the following reasons:..........................................-=--------------••-----------------------_----------.---•----------------- Date PermitNo......................................................... Issued....................................................... Date a , THE COMMONWEALTH OF MASSACHUSETTS BOARD �F HEALTH .... �`"'� ?' .........O F.........1. ... yi.................................................... Trrtifirate of Tomphaurr T I IS TO CER 1 he ndividual Sewage Disposal System constructed ( ) or Repaired ( ) by.. y r ; ----------•••-• •-•---- —a I'staller -` r�} .......— /�f f�— �L-y-1 —fJ L7 7sd+' I�� F has been installed in accordance with the provisions of/Article XI of The State anitary Cq as de Cri in the application-for Disposal Works Construction Permit No._.__.._`......f.` ._ .._..._.._ dated.-..__ � .. ............ THE ISSUANCE OF THIS CERTIFICATE SHALL NOT BE CONSTRUED AS A GUARANTEE THAT THE SYSTEM WILL FUNCTION SATISFACTORY. DATE............................................. .................................. Inspector...------......----•---•-------------------•----•-•-----------------........--•-•••. .THE COMMONWEALTH OF MASSACHUSETTS ` �. BOARD OF HEALTH 1 `` 0 � No......................... FEE........................ �in la tt1 �rkfi QT try Li tt rmtt p Permission is hereby granted �.' s� to Construct .( ) or Repair ( � ividual a ageD}'"�spo5al System f at No - /rrr %� c--rf' rr'n nti�/t --... -----•---- Street -h+S ,•as,-shown on the application for Disposal Works Co structionrPer it No. __ ..__� ?Dated,=:._..! ---'��_, ......... DATE.. /♦ Board of Health ` - -------------- ......••-•••.... FORM I SS HOBBS & WARREN. INC.. PUBLISHERS -- A�fi,.f SJ '+;'.'� "^� •,{ ,t,,t �*�i y.�-'_ r... �,asy.,� .;•`•yJ f-x� 7i �?:' ri ti':: .4 ;r,�.'r..:,.�;. i�.^ T� ti�t�� t, ��* } b��'� ' e+ �.ar �Y, r� +4"�:d+d.,; ��`_�,- .C,u;€1r � :�'_+.^7�h•i• .4-F�a. � ..d'A"'y.� r r..a�Lt {' td ''t�.:�:"�i.T�� 'z:4:s�w,r'< �,,rx�,Y"�G-..t: >, {: > .,,ijf}''� M. :a ,; 1,.. r,' tr+ dnN'F;i• .J',`r."s::.:`� n .�., ,e ,_..:5 t•' ;''l,t' n:;.3 ,:rt,.,,,a .:+' "_+ + , -.r.s' i .,yi .tY. "f „ .•�tc,'�., S+`r ss , .� &' f .,tsr; �'. Y tyS.i.=N k' t;,;,�.,. i' rY: aR-i "- .c uuEE -.,. s se': :?x�r,,,.,.,. ..t.: .:.: ...,i �.. "•f4`'� r°g.m `r.>, s *c irf. '�` 'fi a x `{�+,,. .�: �'wt'. S i ,r'f'ta� a:$:•4•rd�`+.'x r.� .;�:�. nr 'd(",q�� rd#z� •t .'x, {'�� 1' 2�,.?5e� ���a'� � 5'."-4�$�..v°,;r 1,. .?� rt ,F� •�.G. y��t� t - wfb r w..,.r' 7:r .•.tlV: ley {�.j�p �`i•..•��}/. .. .>s$:r'u. �v ?a�' >i. - ry i�: > ;; imT Y yB" ,ii ."i1.. A:✓, � i"y .'f.: V° Ai: ''b�Y�{�,� rfi 3 ,-• ..'P 1. t'Y'+ 'I 'h�. Yr� �Yta,� YS'^.,�'.. �•�. 4 a„� '7, t:,e,.°'�. .�, �.ra '�.;}:'JR..,t+. �.�¢,3 ; ,'��t^ 13,.. a �•�',�. r... �r 15"a:..4 �' *"f� ;�y, `�S`�;f.>.,{,• �, .r•-T ,c :yn� - .#"`'E i , �.,.`!�;kr, "-�, r-. ., :. X �,#`'y.. ,.�..,. ¢#�....:..� >,,. _o.•w r: ,,. �t. j1l;; '.r. ,.. _�:� P`. ka t� k � �°'� :is a°* 3 .K+ryc yy4 ':;� .`..'. e t. a, �" r! ., >. ,�..r,r>.� .m.�". a�a'� ,,t h t ,.<:si -K;..rr'�[ t f.. s.+:-'Y�+✓+,^ .k v,Jp t, .bi. 'r.yr ,�` �'.1.a a....i. y. qq '.�.¢..r �.i�'•: .., :,.F'" ,,�'Ir f�, •':,�.��' �'+... .sx I Ys X "� ., r.,. .. '�.�. :,F?,?d, °� 4 , h a 3C yr',r.'y" - �,n , r ..F +'aTs1,� as d�°^.��, ''�... e� i•.y �,.i 3,#;Cr r.." �' }� "g� � c J. �� :;r �v�'A.:s � ;,A•.t '• :,;,°K, t* a.,C,Ch�k§ f,..'(t ..3: >~. F � :{��� � f 7 3 , t,>... �.'. k���r��x ay. s r p { .:•k s ..w� Y p7 ;r s: l § ! se S;:., e { ,`;.tx 9, .B r_.. k" .F'P?�a'j.'-� x � �. -:ram i€'+ 'v' a,'k��t-� a�'"r` � ,flti r•y� f*ed t °rr;. k. r.a -�'''1,' r E'?l(!. t A rtA- �i � :x,� s -s'„; .t x .}Y r.;r r.: .h"p� i�:..w '° .rb• .r,; s,.}.r:? .:.N,.At,#,L ..;vr:•� , L;. tit ux #4 te:�r t' r 7 :•+..y i 't iV...,ia'I kt;' k ' r .7r s ='" 4..�,v'.s�i i s.t �..x t ,FL.1e. ,k d�i .Nqa 'r - , �,q, a'T��.�'' "tr �L,�.r'<f�i 3x,ry,f}y�_Sr.���ds j t„,,.r. i Re:e. pe oqq ,r;:r�'++0�.�.!�3.yr fi v_r�.. ; �i s�•i'i1 t 5 k�'�1'�}�ys1#z,s,.. ,,1r3.tY rqA q K$-`{r�t:°Hz1 t�FF7 s �y{�ti.. �yi{&k k'' rpr�@#}F 1'y W«g+4 n��' r •bc°'I V�as v{ :.�,�i•'� sE',�.^'��^J�da•�y ,Sfl �i �',.•3�'.1 �1 ..�'. a -. t.i,'t.�i '�:.-T°'s`m�"`i t ',.t .�;.�. �'sr'7s,$G:,;� '�}►rt ra:S�' � V .wj i'�i nj �alc i o F+fq�w,a 31 �.�k '� .•� .P�rl.�:rt 1}�., � %Y -}�yr� ,rt � t.�t'�,? d A= 48tIt= +A-i + ce.. y P �' Hk � ,0,e{i� r °y � bctev.FAnished� E�•- 7k@�, xt N Locd��or= rr z , Forernom . r r r •,,y T 1 ' 4t 1 ;. , { d I Y�'� rk i �� �a= d r ,�•„y ✓1hl.ri Pro ��tNUm.be iv f( k 5 �, J r+(�, &{�. • r= 3A-ki• .5 `+ ector �$rinI�,«+Zity Atli, .�r j ^':2 .1 L•t. W'r k ai t,l�t :,.:,;t SV[�., ,..r1 U����3{F.�-.i, e d�L..:r� edC r .'') r Y 1 -..f i � y t'i..itS, j�`�i{��.�� >'.� f i A.-�"k g �; r l ,y t.�.�� � 's:•.;;z 1� `;� ti�-,: ..6> �, :-ur ,Q:.�iJ�tr�a �r5 +N"-, �`„� F'x:a:• t �.- r"'s'�,�c•n, .:-�� -�. .t � k, . �. �•��i�'cr{;t!:�& £ t��4 dh. ;"-s +- ,.;�"' ,,i �n �..,�a�. .:�. t. _; :':�I'OWt1!'W�It$t' �epfb 'i � ��p .# o�-:�a '�y r IF t r kw.. :, Ors :e -n(/� s d� # r�§ r a { ,. t q,� r,}, �"✓n i`i` t -�', ;•,h- �- n:' 5�.. , �- ..r:.` t4 .. y x,r•-;,J,v { ,,Yr, .t« ;3.,` 1 ;:( ' A.'2 ,,,i� oCdrN,{e E ,�u I .,='v a fpH d '. e n`-;Rri t 14t.:' th:.y° '+y,5:,, P,fiy� ,:i Lei,. ':,,j:r � �:1. i �'a '� �;S: ��trf s�{�t y r. Y.Rr� �::�"l��.,�:�1 i,it..'� 1 4+ v.F� r t�r•� ,.���4 y .,. t, ,, r ft ,lax :t. fr^.a W 9 ,fir#t. ✓ t � .:'�,�✓".a�l., in 1 �".:v s:fia }_ Y- {,. if _+, @t:k �11� �-ryt a•:,:; P �,a }}i� :d, 9..�Lr^'FYsv T:if hr Y i� � y..�,f '� v,,, :. 6r�* � �* ..�i"�'F 31dr ti rV�'.- 'r Y'1 t e i ��' �y:f q!-'r`q N5j6 .�:a i! $:-- v�4'• .>�N 1,'.D l x �~ N ;e.t �t �rZ' [ aj-,.:`�a p�ta V •' � �:�e '�Y :!�.A d��-'-' s :>d ..� �a5,:�s>r.�:, ,y 'iPM Y°s ti t' r^+• 'eyy;F [ 1 'F •/ 4 tJ { ' Y •/ N _# .F V Nb e, r' A' J J ' �,{ r�+����� +� r,� eLdr �, }r•�-�t;_. a - 7.. .Yr ° a`#'.v -y l �,:&�r y 1:.., fi'fr�ti.'`, S w'_` 4,-1 t,�-3Tt ti✓df{ i Nj+31 i ^a �* z:€� r.rfi'X ..77�, y a, • inr :ar 1 '2 x e"ar. ar w h +y1'g n,y xr ,�# a#!G i fi�,V /1► e }� S "„t� k 7 t.�, k st a;,Z UV., a t.• . .r ¢ r :.- [�}4 4a I ��#tip' t.9.:5 f rr.�_` y,�:: - 'C�tt�£•?T �'nt,y,3�, iav ors �pF + ������ +�^as�'7'�''"a g 4�'F�:'t1>�''vC��',d r'�v`jy,�f ti"'t ,.' �353�� ,�'' �?tih ��� • . s� ':p.Y � �v t •"-� �.IS#� h� � �4^' s f �It��3 1 �. �, 5^'�i,; +� a ''-.Y tk:� �` su � �+ a f S �f �f r r � T # { :., : _ syy tr r�?.b`"•, -�" '"^� ` C �F kk� { s 'r4`i€Sifti �L, � 5 r'm ..{S�� "t �e.>t,b lft 4yi Y la-b 4y�. iY�: 4Kr , .: yy� :.� f' ;• - F: ,SS143��•� ��yA As's sn_ a,f { e E �� x i-: aa.'et+ " # yr ' s Y v ai°�'. .,-vm1{"+q,..� � r `£):I'{P�s�i_ >y.,Sa�• 1 'ty'V f _ , VI �d. T� t [ b ,rt "#fw: ?y. � d!,{. �[. m ;tr-.a 'T-K 1, r r s•' 4.e 'yy i�° ''�d^� ��1 c,2' �Y���i ay a;v r r' q r , i �§ -� .-r kat t x+�. °'�•.dam r a� r�, ��� �4 r+ 'ES�fi�a�, `° �N {s`'`.� u,... v; {r-.� x� ,.��* h+- �:."� '�• _ 5 It k a`�' " '' f�,�'� ;^7�� 7;� ;.i �- T�ar�1�Np`��p.,�r "bhp kflA=AF� n [ f. tT i�( kyl' }tl ldd �'�r !1 ykX�l; `�11t,A f,TT 7• x^ss ?{t#� eT�'Y��' � 2 {f, ���+,,'��� �k"tY� �F Sti �fd k2 Icy - 1 ° .3 _ h-:t a ekF•g,; s<+� 84i�"�''�. .;- �tk'k'"is 1:� � �t, - fi '�' ��f n �a av t�s.Jar! t �+.� r ,,a;:. '•', `3 1'�;"„{� 2 �aF kd rr �' ; l �C£�Y�y��5„yr it i X{ !" F '•Y t M°`t e+41 �24H ras"r' � :�i �+ s n.ka � ,.li'�.�' 4 7�,, y �.�e �:l ( [ ��,P{ ky„' %y : $yi 44�'!--•ids ita F� ." r '4S ter, st4 ,�,p�x...� a e. .. Y. r �,�z r€': t s'rt�+ ' 4;`i,yy +4a,�s':,1 �,,;t gar„�S ' q� h ''Ft�it� �n 1 x E� r�� •-� s �� � �:,� 4 ��'`s'* F.; �.1"� tzf � �, st Ji t r f aK �X };WO �';t t ' i'a ri,F ,t#r t. /+" W' rmE a`+ d l t•5. d W -xy `s�• t}r"�' :1 xr r !r► ti � 6 .Y YJ •till �" ,A i l' Wm�' 3 d.,. I' '+tZ N �' sr ,ti.6fr i3 F'�,t: •, nf:r, i 5fQ ql 5', �+ "� � r 'i J. .t h a v 1 k „:1'�41L�i`�7:k,~l, F� }ial ! r 7>P":Y� )7���§1 Spa 'e - -.,i5.�. '� 1 r', �*s�tbA�' t diy�3 i?vt}F :Yi x q�'Y s,r {t,i,�{,a,} t y:L 4r}0 C' �r�*F-i1 ! .. ,' 'T i +.`G•.b �",r �t h,-� F" t•:r Y z? 4 f 4 a -` t d2' 7 %+,£ }, lnki, f�'�a+ t^ z : et t.i kt�'d�'rt•4}x I i�';;��n 5��^r � �f. .��� rr+�¢q'Y• 'p'° °pu Q ���r�'t 3i��akdsr�t �"c��f-L> ���$' -; � i-; ;a�:- ''� >ti,..: t t<. �t pp ,�.,w a` FK'o in}i" 51•rPPr�VK xa x�i�i� 4r�!i;, �.:-sue •a aMr€':.,� �4�.* k"' � r'�S. `r dy .t ,'a.< S'Lr ,» ,yAk� ,to#.. !4K 5} s# 4 ! :d f +}�..' ..4r 1.i'Y,T 70. R- ., rYdl, xr.•:.I + ,, .: ° t +:a ;:+'. ;�r �,- �� ydk.4< ....its •,..>s'rd. �i.r.:'t*;'?_. pp. 'l",:. ,il,.....y 'e,.s� '4 a N ,.... ,t i :.Sr .:.�- - G?r fi.- r.. �ri. yr... ".. F>at' v?.,r�� g 3t,e .,- h+l.e.; >. r.. �:-. t t...,c,t>s'��._-k.'�s.i r'r",.k:l•��. y�,::. 0 r,•_����?`F''�X t -r',<� t .`.+ :. i tit, pp f.'�.d�1 ��.r.�`t r.:.9:;:5 �' :7�1 �➢.. �t����`��`z, { � ,� t�.,�r+h`d � � u r,rda iA � <, �,r :^;uti•� ,+� �'�tds�x h r �'_� #a�r•vs Irr r f� x"� ���' s 3".r:5'. < �.'a s.c �a.� a..r: atd`a•, k �'ir r 7;a b G t ' e ,Ya u�.':t {.�_�: z z-t. i>J t rt t��a ,a,' '1 t. ,r^ ',.. 1,a r{ t ,✓` s• t: ,q tv it f r, 't" .,5;;. �. k"7'2 ti fi# bZ,.,irrdt 4ir r, .A+. r rist, ,� ;'tyl l�p.o- -r h'ft� 'kk t"r�?, _ (:% r � °j �'�}. i'.11;t. c7"sNy ``�y t s�a r ,a a a ��' { ,;. F+, ihF.v , >: ��! 'a t ♦ r sf� �� t�*+�J't,� �Jr r�YY+� 11 Y"`�,'''{r- �kr,::3;r: rrt f ia�iv:� . � r�'r !r_ wu .+%"?�*'r Pt is" ' .�,- f r"r",: t, yy..y q��.y t •a�q.- >a,y._�-s �;'�, _.{:.-�N-es .. ;>:rr;y S.{ 4-. r t. 4a� ,r"a'} q.'�+� "� a�1:3,'� .,,�1 {'"z. } ( K �,kc�5 r, It :.>`y� b >r ;•�_' t .i �.t<S"h�`s,%x t;'t''�°„L,.'z: NSS,xmti�.,,e,'� :a7,..�+q .k:., 1v 2"•+tt1 a!"� t�� { .,:r.- �p�h �+'�. ^tit �r Y�'�i'*':' a°!. '`.�(.- i'q { .F al :,Ya �`iy,r^,'�a: '� 1^.,i'I'�.�, .',:1. e. ;fir�l � 'l.•,�, s��;, y� ,,a� �r � da, ,�;�`} rx`n:� 'y a ��r�r a a� �.,�I• r �/� /�/� a.7? ,� .r,;,�� �, t'= r: :. rras91`Trt'Yt^{Ai,%. `a.' 1. z.sr' �..� r -� ¢„' , .._� 5,-:;tr r � rr zT'-'rr 'iaa• air.- .:i � 'n,`2' �.� sirMr?{�7� sit aM.r�.:•y StA _..ta �.y.: r�t< rfi'��'-,�,� � � .`Po. ✓!is=x .,� ,�i�..•.:. 'i 4,'a., a4i''iJ.,S'i 7:• t :1�:..:.a"''S i r ti ,*!rt its-i ;. ut' '..`yv�Y'r c� k.,_. fr �� ° :6Y;f ry fy3.�tµ x.,y_': 'r l• :h::% s 'i s`s...`;� y�i+;x ''r.1.:`: „�,. 'r.�„ s 'n.-"-5 { '. p .ai rt ::i t `a 1 ,u:' f ` [4 ,•�'n.. � "P?.r::. xk ',�;' -0: ,,,?; "N �Y. F :�: e �.:: . 4 ��` ; �y.�.m i�$.-..�:r" � IS ,trayti ,: „�{�..+i.:e.; i �i„�6- � A" ��i°�.4Fi 5s�� a :r 3 t Y ,:k t� � 'S� vtsz�s.� '� Y+,�y v°r Y.9yit'�,L • t . 4, � r,r�n c, �1`g$. Y r : i,.= +�'k�v � � "5 :4 x21 h •F s1 � � �`. FY .�-4 irF' . �', �4,:,�t,��Yd I b s t n x t / 't Cr:sr• t� r a i m "'#j3�.4 x £'�i t'� 'k - ti<r ape. .li -.:.:_�d;5'sr r4i,t ^N.r ✓;:a�I, ;S',i..�: R r: .::F,..,d',-L„': r., .. ":,� rYp-; ,A. .sr ` r r„�`e!T.., {Y yt }"�F II, •'.� RC�::r0. r'•' ai i` �s:.ry, �}.: �to�`�I �.� r�q�,t ,N�q,� r..�y�I ° ak -, r.'=, '• „ 4s f ,kr: d y.al.. • '} rkt xf�i, Asa`yY.,�, 1C. r. s'` s8=6 i4 i��""'i � s ,rva,?{ .E' �+,::,,, x}£ ..of �5'' yr i i �4.� s�f",!�'. �-av� K,y�b�h�c� S:i �,c'Y f�i,;a i �.,r@ {r k �x� 'at �r g`n�' :r? 3=, q r T::, kn f'.wjY .cN} ai„s 5�y, � -r s 4�Q s•''�: Fu iW r S , z� ° � , z S:#ran.>at:• ° y��.. � ,ry:• :.y11Vr 7q. ,} ,qy"� S.. ,,�lh.. w--?14 SG a3;���rr °,,;i e:.v?j:v.� `4` ,yq� _,2. •:.=T� ��r`.r fs^' h:r:'� aax Yi,c,�-- � F,Fa�.aaa 7r , a3h r �.r.,a� a i< �.S•h. �:td s: tx s .x d �. .$ts � M .y.t a r rf .k�. .P r ;uis c ,„.tiA ,t+ �, !"a` h .!§Y r ty�,,v� r s ..i �: , rz i N't��i!t�,•fit�6'Fj p� fir'.ii'r'1 `-�1 f r -:+?- tT'. � G k �� �` :'!�t s [to '} h ., r r1 x,Yiv .,.,,��� �.. f m yl -. ��'s i�.� ,t�t '�':}'" y ,.�� :.,a }"� try YL ;F:i a5 '"x 3•:F-.v h.'s,3i � `y '��^fl-,a, ,.J a.y;'a � � �., ( Asa ',a ! x"`G�'�tf'�'# xs .;r' 8,-. ��.�:� ,s,...: 7�.�{:. Ir^'�7,.:. �.• r ; 'k"'r.. A'` .;��v. ., �x ':��'�?c2e+'kt.,,v,5: ,C7 ;:ec;�i,y, ��7�7 i;'r 'fir pt�",.t. ;v.:- ,i.Yi pr q,,y,�4 .::v:.� [.; sr t+_ 1 i •�t�. �,u* P �4i '�Y, 1 N k x Y..7'� P�'t� �iA d 7 ,.I: � ,f Y ���tr - rt$'49�;,« •��'»,w ', ..r. 11:,e��r .2..; s� r�r t.V :1.S.rst{ n:;7T �'7��� "q��'' � - ���tfi.- a-�:,.4 e arrt Px:ta s it r '�ti •r ,k P :9. c -�.�:L`}b b; k s r^ sr r .. a [ ir ,3 .,Az,>' `�.:.. 4YtA 1„r .t i r xN,V ;v y s .5 �, y, v�' '�• 'k . ,�X.: t- � 1 d 'T st t`.f f r:6. r�.'� .�:-_ ,a ,.k >,,;�:.;{,�5� � {r.k � r r,qk. yai 5 - t > •'4 7 � �`; `,{,�' ,r r _� i�,. k°:" .s�t�:,� � !' °; a'�=n '33 k�i x ,rH *t T� F rir ;�,k 11' 44r ir)et'�y t , Sf"'�r ar iyij rt'Y yv�ur "j � t." ppr�::,T ,t � rt ay yy'r,at� ,.1• 7T� .:k ei�. t j. S kr'.�•4;4 rl�ttr.+r;.,za`} rygti•T .r ,' a.,.,. y r..`: °''�. • r.° +t x �•- k t,,#r773 tn a - " ti. r•�y:. ° 2=5 r,Nr..;{d ', rv.c ri qs t y : ° 7 :. '' yr. ,; ep3 r$ ,�r..tt- ;.� +�•eta.;;..A. ,,,5, r t.'r 4 .,z, fAA�.,r . ": ;,:a=v`� tiw,i '� �! �,a Zhfa[. .,,u'6�t+i: 4 s ., �t!p 3sl�j: � S��e.t AA�r.rk� -�r•�r �p !"ITS �,r`,.i: t"�t,. t;,�.;M' �.}` ^d , ^t,ts� �'-t � « X. j <k Yu w d'• r# a s: _1 ;s",a. a nr E._ a ``d`Lr ai y ar',:.''d-7r<' ' Ni ��k}`,.i :p'.fi(i'i, �"P^ ..j�r ,4``__���nS�"��.!'. ,nE :N•S +r �3,,,:. �"�:.Ii � f` -jj'''�Y�H �J'� ...,�r?,A.,e gg,,'k �•- i. �' „�F �: H�•h TA„5y.- 4.s. - N. +`t •��qq,''Yt P 1tL.:;.t t �+r...ei_ {,c..:ye. a �Y!a 1,^a�.i � r !,�{L`�" ,:r.,:. Nrt,�,,.. � .�;`:•k �w�.'--1;: � `�� a R2T 5�'%,'tp}'�' ��';•���':r,.�' ti'�',�YY'�, �'� 2 - s r �. � .,,rT x x��M tR Sq �;tiKl ," r :.. �'S"�j r, �� Utz ^7t"r" {i,t �, �; �r: a `:`=d'. ....'.;•:. -.,f, .� �ahki 's ,. ..q.�,f f/r .:.n „•.- t' 1. ,:.t i.:;A,lfv+ S.�''-, , ,o-..:.fn,.,k r ��A'fl..::�s. y'. �• e as,aa5 c a w }",.,p i,.ors�:,7. .�� � �'` .�l/�:,fy�. ��ii -t is'I �^ �C =r.�-'"if"FYa'T•"r � 9� � "r v X -:'q:' ,a. ,s�'�1� .,cr'..'•i*-'�'4..tr c+.�:>* r y is Ye. 3�r .; ,�'�';.5-t� ;ii�Y.`, s ";p ,„„} >' .c�.r-. 3�� -... ..�'.. r• Y4�����1`_...��9. .. tP t x.r.�. �-it;.! ,> 'e>a,:-t iA•-�''ak., `,:wx`'�,�^�'V... e � :Y.g':•i,.rt,�adlMv"�`u rt,.'�:r .'s'r,.;ws.r.1•. i^`^ °t6':sa�ss^^v.w �8.. ��,~. ;"{� �� � �`?^:��x. �C,t{,c:3a Ft, �.. ,r t,1 :.If. ,s+4s .4"�,*a. �d .�ar,k t5.•t. `4; .Jt,...�r ty�,c�.y.�=}¢,r,�t ;ka'�': a '*t^ .�' 1 iS�P"9k5�.#:..`+�yr x!�'•.�,% t .r l.;��'S>., �'t-�".,rxl�}. +�e �'���WG�.: t�.}'�`.,S-t��r''},�'���r�`v�'.,'�S G''•..a,6{t .';,n a.l.,}�.� „1" `.:.;.real.},��� t�tx_':, t�4 'i . ' rs t',',S�'�i�:�Y q s"�,tt.� �r ea.�+p PMI•IiV & 51tr. R. s a a r.'# t,. 'Ea II ;.c: - t -;Y .... :�.J`•Y ,; ':_,,, .. -. °� r - ��" 'rr.C2Y� 1"1�" ?t a-t,+{�,�a r p r^R. I. .,. r 'p. S, 'vi .F5[• :+ { .e,: 'f:1{r.':H 'i s�5Y7! vA.i.:f 6 L e9+.�17" a{r, .#�4, `(" ',+�•. � ,x'h' 'd,., ,WF` � ,c,:.�. ,a- s4 -,.r^s. r� .,k ��{ tr,k r Yr `.x9 �xs rK7",�;•2 sr s,_ �.: � ..;ci � '� �i t� •y r J• ' W: „C,.. id '4E. r�� ..�§R*�s � ry:� e . - r . �R `5 atssa: rs, `#f x rd kA`. ��•-t )1:: L. ',',_q rosr°4 f.€• i ...s+ .,�.ram✓ �4'it'. . a t, .• �. "t k. ,. :. cad y, a� 1, `.!t+b•''R.s+{rr' i'4`t{`.`.Yt�, ✓a'.`' i'' 4s .'�tPs ,';r,... 3a� x.,:l;. — ,A yr91:, T:,•t4>;, . -r+•a. -...r`t- Nw,.:.,'rrd <b-€*y F x „(, '.+�:ert #'r. :-.P, �`_ ,` ... ;,r,: .; .au t r�, n:'t'`^aa�' .w c a :•- arE !',. .ly n #r gg t cR, S kcr�t;' ..c.. Y c 7 ',, -' fi+Y. ., '�* }7�,, '�"�'�' ,:.•. ,. Y . �; !.::. ' '�..._.`.kt•�.5 ,a�... +. ;.`x �`...:, F .. 8.f�'�. a�{�,��- S�s54�r..,r'"J' i�..;�i t. t•r?��,i: i'r i"ate++?,,;+.,{•' fi.. n.�`GS: :t � s � ,�'�$Y+:gPr•,r ir7. -r!. s-:h..'�,ddtt �r ''2�`,.,r,.�� �a �7 1, dry �y ,o-> �'7��"r'rtjy�V iKt'�': uR •FF"'t.{:. ar r 5r- $� a�-;.r F� -,':.t� is t:3n b Er wal 'r j,:) k,Yfj 4psrt'f# --f a{,.,.cttY@ r, ^•' f`• 1 `Y *f r ,� k• 1 r1 a t '�a-t ". k�'�x , i 1 ayyp +varC�+., i,.. t S+ p ." -Q ..y.9S' .. '' "�F.K, 4 F S-,._a+'.+'{ �"v, ty Y• .,P a <� �s•J x,;� .rr t, f��a.. II t ` tz � �, �� R�r r d k z +, ear, r x.,, #i+ Y.. 'F s a�'a3 tt�a #;� y 7`t.' -.1+�. } .Fi.. +�: ����xti•T.�t�'�i`�{�rw,,T' �'� s, � �.l. c�lyrpp t;h t .t 571.,a3A F r{ °��.: E r°^ rk�•.'� �,'�" k, �,� '"��,SCT .�.'� rF7*i�: sr;1tX. •f'-: •�`' IIw�,rji;: t�Y,�vt uys V+rt .-«t �-1 k�{f,.ry�'i5 � ,�{ }' ak .�.l.�k.._ t F "5.-" as k pe d a r t :?; r ✓r"?1 d' a'�'.s,`!aY ri3,�r-rh rhy a tr t S1 ye`Ei 5 sia ..r _ '{i 5 f,Y r •sS a>Tj { rrR8 r �l Y`4 3 .� A. j�11 • J: r a€ +r c r 7, s -°#" �" `fj�Y� 41 ln1 ��4i ��II x` 1G.f'�� �Lf •! r:.. �.�it p•�Ai r,�.. k� .; ,< P't r;, •t'3 yi'''�'at"''3 rb.- yr - it wt 3�$! '. , � 1.ocction� f*5 Yc4,:, rrxyFor WINE ona _ . k t w C'aG AC. ,t� s .r 1 Y.•' IIn g'`�V.,a ?3 � k 'r+f'�T� 1:: ' �, t 4. 't r 4 [i E . , 4 q ^¢va a i j } 4_ Project �Num,ber 'd5i.} .dry .{ T - rev tn't ki a ■.+n. -Aa �y�"4�s s �fi�`"r�.3�f4., r �: 3--; •r�. f 't? �'K1 - + .;lE t I� + 1 s'3' �° '� x ��'' s. "� �'%'r �sf';^3 t "�tk s ..,,g S ""at.r p t:a fi".�,., l•�t' `s;t4ae':��at�«.F;j gfII�v�'� ;:Yd vrfYw::' qtp:, rY N` ra�k1. ¢'`�'i r rt -. ,a t x"�>as ;�r✓$„ ,4� ,(n4 �',tt"F'E yt s'd ,t...T '4 �. Sa'r� •&:!�°t '�d�4 z`t ;{ �4��:; ky 4 "' q 3,!2.�•r'�.k:4n� a. ss. - J •# r s:::,, s 4 s.cr a .-h ig\,_1t]y` +f a'i5 IT ?k1Sanv-:';hl,, 7 ^.% Q 7 4Y-:. i�'W'.•.v� .t., +„t._ ''` �y i mot 'Y f�� V F. E u�drrot �� pfA �Y�zd e''K,313' ` '".-:Y xS >rti �k�; "r'w,'. b Its-✓:,�i. 3 ..�'. a C x',,,ZrIM' ;ei. a ,.:'S,L rh. s.� �:.: t S*i S.t t /.p�f .:"^', .:. '- �111- "r.•' QS+'. �r2r�«.'x' � Q �p'' a}: 'F .).' stt r y3 Yr s:C' y9 .a Y.�' '� tr al%� w nit`„ .,t r { Y•', Y :c. .fir d t +. s 'Cr � '::� ! 9� Y1° $ f D° s` 'C'� / 1 i ,' t:?. "1` 'C 5 k r s NIP", ✓vr 4}��,y'r�q*�'"f�+'�1.?.., - v..;:.r • ttr r i d. ter �'<t er.'.. t i S„�.n a n+a.k r,x rk tt s f - r �r t �� s i'^' rt,.%4' -•nrv�r}•f>:y:'�: 'rr 'l+"L`,` � (�;' b �..t:.r� Y .aptf�s t` t�tG�' ut{ ;i- � Y i,k t.f, yd,C 4: Y �r r u. F tt:+s 1G`>rajAj,kt '�,t, ,Y a �kt2 S. SNY ; se :r a 3 e 3, t. C. k'•kA�, `?riy1 C Lx w, Y i s}II i e " � s O n, r: ,;I M,tsSi f ,.'`., Y1tRJ ,ja i% t �-� • 1 J vy �# a 4� c aTv k ii Tl' ♦r • r � r . 1 jj.�',' �{ p} r-:. - fi, q �INt k Ld rxA �'► V '�*�� rf '1 t,' �N)�.-*w� P !�:� �'4hfai�-a g'�r rrs 44R:+s..h'• 1 t;s y,+x� ar f 'g•t �.v� tt>Y dst by �9q� Y#f i � � J 1{� I� � �� i ,.,,g+°yi jLF+x.y t. a:' Y i i .� 'r'.:. f' r' t 1 f "w: t i� ;} T Atde e• ! S: 161 • $` testa 3. 4e rs •✓r.'^r, tr a x 1 r ..14 y+11 :1 r"t E .y M:t Ly,-tG kfi ('ta', �//y �•r SI t.r'.. NJs.. s `k;: i S s �`: `1 `.1A M�1 m ,,��.{•,.�M1' fxY�sa' � 1F;:dt F"r.a'S6_ �,�kS A' t• t ft :�A 3 � i1t#4 }\,'1, �3>� (■a^�, �� t '�'C� "..Rf 5 r.S"... �;yqN 74.�hxrTY-.tid G ..�j W e,( a .;(' C 7•'t"'E'1h �1 _ :� i 1 pVr ! di (ra'� 9k1` 2F°.is �:}s i4 LM'tr yJt.. ''r a ..•9 +' S." a tcu ♦ 'r St :t ra _s r a a ' y 6 r�r �b"� - i�! :4 xF� 'i'ay 5'�,��N4'-', t1'Y� �t�,��a;=5 �5"5• E . p2, h:. �dy a :T� ,! d��{.�l n �$= r•. } a�ts ��,j4 �t.t3• p ��k ( q rb Si 1 r,"s�C � � . � T�..,. Kxi�„x r�"e.€e � 3i:F �Y,ail r```�E�-'}^nt 1 ,, r`S�`i ir:r'�' �Sty". {t � :�A' .r".:•i}4""� 4 t :�k y .�,,: �{,Lh,n: 4 a• t r,..., ,,h #'��,� t�.;, '�':�, F+�•ak�'$� �a sty t:lY"�r•?1``< re tr's.r' '„C{z{ t2�� �� 1� f t; " �'n. T` ' J�� ' �� 'r •''�.J1./�� � .� 1>?�ist r r.� %rr r�r. �" ,Yimn:l`r �: n r �.� �''.. eta`x ry6a 1 {'1`3,'!F;'' t c a,!'Cr'•k..i 5 ! J°f 5 �': cap s. a r "9tG'��..�kFr�F t r kin 8•*�"�r ='tr{t, ,s.k +s dr 3' ! 3[t ttt ;$ ,(`f 5 e 'R J h "�a 9�r ¢ `t h �,. _ tv�',d 2t r 3A AY E (. tr n hs °.>� { i :�.d F. tt:i M >, s b t : s a r ,+ i s y.. x 4 f ^ r } a� r YY,�r�.^,x �` "S^n':1t;,t. 7. 2 xJtl K �€T M 1 ,r•. z ;Lt -.' rtv r :xi v ,•'' du g B ✓ }.. tag,. £- t Cq: n `# r< fit• .. 's yult�isr���sa at�ts 1'�' Y�"y'�)ti Ky ar�'�tk rs Y:. �� �r,: sy �.v a .,5 �� d 5j�3�� t r t:„-� ♦> f` �a^�. `r.. 1,� a ,� ..,54, ! > 1 -.ss �I r �`bt5� >< � t f��A f °a;^s, r �i�;± �>< ;e.e. ♦ i# 3 >,'s� ;�j ,� ���+� ��+. �✓P )�s r� rr���'Tk f � ahL.�a F.�,: 8 r + '4. x°�7"+;ir{i 7, ro�+�(;4:5riieo-r.e i sr : Sv`�tt:.� r i� ��5�� � y��.`. i .�t"�7",�r° t'�,�`tl °.;C`. �' �b,a i:r; + "rs�+ � sty' ,r ' :kr.� `�,M r• a .'�! .� �� Sir'.� - *.b �}fit •�'��'LT:GJ a ��� S 7"s£ �5 2-..�+tt t�1' �; }xf n �.�ki� S A::r+!1, ,:9k 1.k1 i't,�Y "''�- k gt{t e'} lE-i � 5r..`t yC ;r`{'" a t j�,rk.# +�.. r�X�w *�; s--trt.at�", ;"'� 7.:'r t 'y.� t ,�t�b A ..� i� t' 7�P ! tf�"�f f .�tr r jx1;t:•� g �:z:•"•��t'�i��� t_2:�'4�.'; :F3 .rr�fi �Jt w.~ ru+*a ,•'w.ti. k:.ir r rFr:,.:.y�il.�'r,m`��h a':..�`� �hiaF'hi.,. _:.:;tsS f;:. sr Fp+ a..trl a, 91 tt�t�•.:dF °-f �.s 7 s, � c}.:: Y.t S -r, �� t�F� 1'3� . 9R�f tY Yj t. S 5� L i T'n.� .I� r � S 25�: dCk�.�+rPtpyr "{ 1• ..i .t`, 1 �p:&t -4:•� 3�i '•wi*? .. -X-i.�";�F„tl'{����.:: t `* �s S`�a Y*:"f� . r. i..'.',4,p5 rp.P u�r �,y'fl t�: � :SFki,s N7 s Y�.::.. ,q i�.. q i:,;.. v .:�1.�' ry,.,;x r a' t.,r•, i a,�qn`�.? * � } a��� '�4-..' t iJfT't Fs 7,:�� ,*ya ti:,k�� a >�Yky x}� yn Yt P,k 3'��C,F ,eft t 5,.- '� Y .;{,t) J M:.- •�.j-'- - >.. r7 c��a 4 ,.a I r: a;. a i{r try t ;h Yea i a xzfilr 7t >Y ♦h3'E G'' d tt::'� •r, § a i .. 3" ''ai.,. 4. AA t i<.:, t#.l� a8:'f ry' 'l v���r his �.F`% ,. MCg+� : .Fk G 1 � t•{`a`Yx 1.j 4 r F _ � .;y+�r t5� '9 a 7` '� Sr 'a:' A` s¢".r i#& ` �,7k P:,'S s•'H: Gt F � tt,lh � a tt %�3 �.,. ', q rt :. 'i •''!A,"`;ti, � t �?1„ 1�,:te I.r� �.�� 7 r4t4' ET i tw 'e�rTl�?art 4i� as 1ft r_�. .9 d 'r 3 Y a '� ��a•��F. a:.ky t t �° t r.,.p `{II :c,3a�,�.: t.r:c•J� ti �r,' o , t �'' �a�ytr ,, * h.7 -�2„�. ' i g��:.�t�x"; � ,. <.' k� � r.: d'r r-'1 ��* ,��,k +�,tad..X t � Y r-S" 'k6x A t ; fts �•�tt ��::aCt t x s� �-g ��w� .i��}'�,'*r.n": a. x,l. 31 �`': s A>s.>,r'r' `#.�.��aY•��r � :'`t i':$wm• x..., •arr { t•; dL a 1 S t r u t�°}''�' i`i ,5 r }t,•.. ,.:�,� K d .'n2 {a :.'',r S,'r- .,4 �I ,r+'S c+ +'; '`s T u h y �t yi .3+. i s ,r,kr( t 4 e.'.':, K° d "s y; s.:•r. r.r..,; Cty u' r fR e alb YA° `a r• f .h � } ? tsY' °1 F' y !N •., •{ �..i��rs!'6.r s ..rv�Kt•k,.F to a .`�' y�` v�`'F aTr=s tl .itF4, x r _. xt Y�{ �i+,�..: oyy'�,',�: } r t><�l..T a't�'- #'s� .il � �" � •w�"' ,1 d,.-'!��f:o t rx..�4r,}, i�• 3,.rat 7f;tt1 ,�'. r r1� .i. f S s:.�;�r4:a i� '.��_:! ,_:.ti t., , ,t: ,�t Xx§ r ha..St:,R a,.-;.«S-". . '6""'.. ��#' �,�; .rd t,r!r.;x:.c.''�9��m,�• .,YII';,4'Y, C .��„. .t ,.�t`�' `,6 a.:. x ,..8:. $'•^c -i..:.t :€.a '� r 'k;' a.._. •+ . :.. �'. + ir�,,.:�'..f,_. .a h ._mot: :a^;M,,.: .`�-.. 5'S-� h� .�;': k,ar.r:�.,aF ter,«. hf Ita...:�"z��ftS'�r.. :a,�{,C .i'sra.: "fit sr,[gt x._,qi?. ,,Fy.�at�,k't�t�:x.4.tP/a.e �d.na i z.-..� h ,,n,,,1,. ,. >.2{ ...cf,.yA ('. 3'?" ,d.:f� u7tt rr,c?;-s �r +.; rw..:.tw n .,,t -�i'>{! i?-b�X'� ,�.�,fiz-ri,.:;.�T� tr �h� ..,a, `•r. _:ra.. �r ,Y.•.sr 1,��....�,s''"�":.f'. 4.: ��". '4k�. K..:�:t., �, 'k�:. i'�' '-:,.r t r�i7+' ' i°.M ?t(. ,a• i• .. f :u, �� ,�2t: _ u � r, �,�{ �-,.5.-,.�h'� >.'.r .,-s..a'>�_,k t�" 1,�•x�,+t' �: '� r � uRvt` t �, �. +d 1rC, d J � e� �+, r to Vf,t� r sF�,^'� nT�ra�r";:_`�5� ,w^� .�.� �.: �n3- :f,.� a .�9?% s y.J;��Y•3._��, C J f,.ryh r. t e• ° " 4 , { r � ,•�'�Y i'r� �1: �� „��rL<u .� ��. �'1..': 4 Y't�4a.'+'.� �Nlr,�.,��'t%, - t'�fiE1 r"-'!-�. *+�'+�,1�`2;�,� -fit`.... �€n�# ..•w.t �4.,� ,.,d,{'�:C:.r^�• tF�:�".._ ,y��a:. ,�' 't..,.7s:�. ,.Y,,tx�� �•F��� ..tc � ��` �`, . `s✓t�^'?r, �F�iS ;1s'�.. ;r�`ar�'tf�: � n ,.# �}j, �.. .'`M'� :a t' -�'S ,ka":..} ��`3 `�-, 4':�„ryai�:1-:�w`,�4'� 7.II:;l.i x�&Cr,'7 �h�:)R.+># s`�t�`�•��a s", A's ��.r rttir �. ,fi.fd .5:,a.�;..L.. as� �T" .. �'�i s r t,t,,�R.�!-':"�,`.:x ai,.i'G`19 r� rt r 5 �.+$k:,.:f'� '':f^.r�' t .:.1; v.3:^•s�c 8 !'� q .'d.+u.r "_. .r �F ,i.. f.,y�� .•�. il' "',�y;�`A.r':` els #"�,"4 {k M Iw Y r ,F.r r x1.s" c s st,:a 4F..:r s '�, ,�y, t+ , �,.�'xg�£r s.:;::.�`xEY £ :�. Vie•`�.Y,. ° �k ';�.r! . .�,�w x�5k..�rg a,t�4.�;:.�.{��'�� .g,. Px. " y >z.,.�U't;�»,�!,:,t�h g,A`r `ax J 4�3;.,, t tA.:,, aM t i' ��•r.!ihi t:l,�, i - ;.-. iy�����:+y w, N i, 5r, Vf ;'AIM" :ggr f&A "N' _9 v U AW giq-,4! IN, _1 -V -oq Auoo'b"10 -7 R, a "* ("Y z gq. , .1 2:" P t P-1k. V. 'I J"t _0 !4, pw�Jyor "4'P"W �`b TOM--M E 5, N rsopR:, A.L 47,� A r"', . ....... g Piz t'T*i KA Mll il �V' ag h. �_Z �fkCEZ� 'A 0' :)DWI �fp RE C Yff A." Pg; �sglll 2 gy �mvl 1.V k �,yg p 9 'ZI Nt 4v i� p,",NJ i MA AM 'A M, V?.�l M �Ap, 41 1r, 4 An t M, Qw" kglR e'.jA�"N 10 t- , li I A M OWN! �N'T'.,J5,�%, -A-1, P JTfi -V immq��V, 'k, Xlk- EN RV W M 55� 61 1 g+- irs jtx*"M' M. Q-2 Ki XC 1"v'Y M. ,pol 3� "'CAM w 'm Ko 077,, -All FI 'tit 5'.v ljt"s- .Xq Me tA, ,V P"T". c." gf�gnigq�,-, &!4 A Ilk % W, -1`clA ITZ'TA2 I V _G ps,a ".4 Z", '00", "b"I&A'SiVe"A 419 1�t 'A 14taw 093 mc r114 6 d- --V 'i SLOW Of` ,�T v Mif `1 is p. x "A 4; SSA, 4 JC et 0 vz SettS.,� e, Witt m z 04 M , Air 'R TtO _Ml a usea A4 zAep .I I I I . - Vil I a p �, L p -.e&i"..cqnta%nsqW t IRIF ga!, _,, ..i�_I- ��- ez,,- .�p ol -A ev ,IT, Y *41 P4 ltkh b,H, - -A a,""A h—l—fl, A,- ,Vrep; 777"1, 'Ve tA2 �1- t ZQ PPC V1, re-pe th f. ,Of, 42 v 4 W�4 4ti6 iwd 3 �POPIL-31M 1, ffll*'� 1, 1*11!*"R �, llll'.,44;�"Olfty -wiloo Ath IT t 7`Xj IL"�,��,;.���"i'��,,.,�,,:,,;-,, Vim? MR Oj Kim �lg P,-�,Am`,, 45" ;drlClXMrl 013 �r,qx w -,ggaiwwp NN WIN Ot, t, T.A T,11 h1l 71MIN" R4. 30 KIM Vv, g VAM It IN M�l Ip ... § <t., ,•.r.,... n :._� ..Y ;,4V i�.:• #,.,',r b sr..�c=? }..�^t,E ` J' r••r^.y G>� T�, :r^ s4cT ,1 ...� ,y- �" +- ttf; ' r � .,ay' RY , �. Y.'�':a e " i�L� °9 3� et�gj Ck ts. ';i `Li {..5� 1 rr'"k[i5w+: o E .# r'vi. hii a: .'><' �i :r ,,,C�'•r+^ -``ti "3 ?^= + k ,'S`'>z aia 1't+r ene. f Y! +fi ---��r w ,,. {•a'.f:a xs^ aia it 7 f" yr €Fa t Syr, �;f,r'�:sX rtw ='u �� ♦' �;:. e�C m,:� '�S'a,'Y�,1 „�, i M'�.. 'r' .its & '�_'� r?`d''�,�`n,. /A• ,!�(W;. 3{' � ���j-i ''�"1e'1 n �.�•� �' i`.� �1:. A+` ! �' •?1r f a, a ', a i `, s x:nl r,d�J� dx;+ v� e4, $vf, h4� f ' ,,.., •F��� n :.v „> y' +�" + :.-,t.+ d rJ,'x •"'r: r7{, <y.,o y,, ,;�: ����.;�'', ,� �kr' ,r g .Sn.����y ,� 'jx �. �. +f*a� 'ht.. - A N..° .�. -'¢r,. ,•, " �:v{r��# �;; �,�':. NIS „e'411 ; Kr ! y k .�Pi�'M `r '+i�Aa�' ys � f. t r N,,t• ',r.pp���� ��rr`",t '�'t�,�;+.at�,..�t,d' �'�s a� t: .z tx .:, r��`,t�` '1'�°;,tr• r 1� r,,y fir;. {s,, '�£ .r t M, j-. 2 R �r s �y'...•. ?� Pt;Nas n r:. t:.° W{yx 'i ^! R"' # L. fi �F�ekXgg #y�s. A. r:., ". yl yr nx° tt� �✓< ,+ z,I :i`{'4, �,� '' '.( Y.+ g¢��t "f'y:} t�,.. r l + ,Y ... `9 Src..q,(.{ TP ;r.i .3n ,.. `4 4.2.a j !.f R,L'<: ,.. $2 wl¢ `i' -• �-.',"Tir'a -,4� `.tl ca+.r3:,:' `#". At iz f v.z: Nt ,.�, S ;w #S:; .n'^:r. ., t 9 x d �rslk4t .•�,. 3 't,. <,, ✓' :} k Y ' ,: qq r; i :rx1•.r .:t. d �3�. Ii ! t a 6tr rkE r .F '!' e,�... . c, r i. .,... f y.t. '�y .t x`•- � h' �` r�s,.-.a°�„�R+•K;•r w r •, Z "� a,z� P�.. r k k: t,'� �i? i.� -r^.v ti..'ziT'�+..t`4C -- 43. ic, ..'v_,. z iut,s;:. k -•. #-� �. ad._ trs, '1 �r�'"�.. r�"s, �', 2t' da : '��,,.,� ' ...,:�,a� rS� �x::�.. •.r. .�k��4.. ..f � 'lN.,: � gp �1 l'.�1 4 )C C..�{�'•! -. ��� ,� 4s�„4,YS'.�. s r,�d� ri a. .''��.r!!��p, x 4 .�rt-�5 .?Y5_i. � ...'R Ks�f .,1 tss'r�a,t?#.�4 rr;`s.F,Yc�C,7��•1..: �y/',.� 3- .'-t�`i.$f..,�1 "k.t:r' aY. r:,3f :irs�, z H��,,. s, T�• f!"., ...:.y.� '! :E�• .��n" :'f i - .• W •... ,..,t 4y,. ,<: ;�`t}ikr,^','t;. ::rV.T".: ;5,43a...v t , ::,n 4;.. p_ d_ f „s, �,� y.,..,il', .r,, ;.-{1 :F',,MIL=i ./ .:,;:r y, �Y qna .Q L1b8L11"�I:arB.';.-+L�Ql�t .,t` ?'� «� ` i�t' 'Ceyydr r �'t' $t`,,�3' .. CA.��, + '� " f, .. °'rr�r „}�a�''�,,.. 1,7i.,,,.s: • :t ,! -q' Ft y �t.:. 'R'",, '3;. ,1,.;r. :...<., r,,... a # 4 di fire c.�oust o ; aF�sur€ac �pdv : , ► rein by : o _, -S * wl '�' ibrf•J n".A''};�'T+`, e crave r; ne SA►N�� �om `y e3� ,alt .tflu� s T, n, �` .�, sti �h< t ,��yyy',. s,;;i�- y��., +y'F, 7 i!,��• 'q''� ,�1 f 'zJ 'y 5� � ��w' min, r } Aide y $ � t,,ty `t •i• '"..+ 4,f {,• :: ;y -i5=':r •fix�` =. „ '.< k� t ,.�.,)) {{'� �(y�y yT,'�y} }� J� jjj(r�}��• ,y y��■ ■/may q �rry }+3.}1'.Sr.'lt'•f"F�v�'^ i VY,ffY'' �IY• �:j '� t R^Mj 1,�.-„ ( ' `.�I V , '<; + 'ig{ry�k�,,:pt aCi�- •prs7 �s iru' 'S'1' nit .rtF.. . jr, AM,}x7ayr KFfirE '-e u �Z �r " kS'?�,uV�y�ME+R»'17 �Vo '' .� •4' !r`i'C neF�Y�vt- J. '�, w .0 ,t7M`L. 3 ";, '- .,.<rt t�i�a.'+ f p-;:� 4A�TrMlr' St' ! Ai't �'�n u# ere+ in -;- +yy, j .r y K ,a.�' i~ f tf S-'+ ...,-ts<, !r-.y2.. ? ,, } # 1 ,k: r 'F-` {` -t� �R t x � �1 ti"' �\ �•r JY7 ttu Xl dr .y d a E�fi ® ' t1h'�� � 'aboutet d � 11., r �i ,. 5A> �..' ".d{'�' .., .�" •S" 4sr4 y. k rr ,;, 1, ,. r, xa f .�tA'� s'E' �i�#''1i t,,-"�„ `r y ?i av, 7•4` C`+. �'� }`:t t- t -• .nf t+t.' ::..,' -•t ..,....., 'Q.:., ;.t'�:'1Y' #k- _r� Al.a.{ n A! ,r',;.. , ..!+ 'P.} ik 'y, ..'.- •,-,, ,yt'#E #.,�'.:'.F,p.��*' :.:�{. ,. :k'�i,���r4��Qk •.r.,:t.�t..;'."rz�t'x ty ti � .a„-��,�,�`.- .N _. $•.x.4,,... '�, Y...:.;r�r."�',pc xr..¢+e<. .5.' ,.._ �,�.t. rrfr•srtt` eT "s �g r a @k S• ::. a'rv3. t..< �y' "i i,-TA�•8�'.r-: b" �k •�<'�d• '. ..+, 'S �z .v1 , �:47��.. f �°' � .. T 4r �,-•'i 1 .�'.7 "t>,ae•ud^' t8r ip i .i'"' '•# ra�4, T 1!`"G'^�'ik�_ 'dm. '� tx '.s,• s4 ",<s.. .:-o- u'v^ r"f...-y Y'' 4:YY ,,$<.. a{n.: :..#�.r x.s•-t: 'i.. Ft .�# :. rt-,`G..+.sa.� .s,.�', i,":^..'ram* .t.. v 3" N.4'l•L i..rJ 1E, ..;.iFs,i, Jf rar. FF A•,x_� �l ttpY "9+ it}: +1 ..", ;?Y r d pr<,t k f,, ,7_., (n ;, uy ►:. ed 4'Gl1t � ." & `� 13 � :a 8u 41'< vtr8�'+1GJ$t30 CZ�Strrsaz - y{''4 d .:rt ,}, ,,.�.'< y sb: n E y:. #r, ;}. rr t. $ c-�-+ti 4''•C iwk51 elY [�'j.E ' a Y!M' B&7� 1y�,y7� ' Fr•, 7 cj e r 1r V4ll loll`%ii 'L 17N 3'°4K,rt r. ' „t Rs. Ys. ,.,r y (� r }� v#'y}�yyy� rµY f k 3 Y f '.�_ t ,syQ,� +' (,+�� y},w .. -Ljl jQ�� JJ �T .,.'3.�. Sal-SMi !Vi�'Y;a: ' f-f"g$- ` -, pWn g M a� Qt33't $t ;c� \ y �� ; 4A_..y{.,.kr �:y.. BS ` ..,,�,.,� tLlf.:.K�2 !`7 pressure � #mr v�+fie �s,s ,r x t F y t r qIi' f 2„y pPareit fiery cup .-'✓"4" vo�Lrn{}l�I,s 4 yuu! o-7 iiQ("� l!' ���'W �� �� �� 6� � �R Y+ 'W k � F "�•: p � ,.s5, ri,�SR ! t. �i2 .i;;,uf-gs y r. ,A j.. t M1 _St, 4*} ',i� .}.+'1�!''i. `> �a Nk. r " ttu , ear: i i'$.a � ek foro�tg must ,beer f1 s t{<<' :R ; '4."� rl,r •,:..; H:, `+ i'�.f l.,L .i4�^V^MY M,_14� �}( iec , cr ©r �.r�.sT�ed made M �ia � �m�y , , ''�"� '#�i'V'a .,'+� _,,.1:- ar.j �� v,"r:., .•r'v'd c�w+ N 'f-. , + �' 1 41k'r, 4 �;f r .,� ._; ��3•�,:�.�,� �3. t�` WR�'T st t7,c1p1eC� fF,t ...� ice.; x rS"5,.r i' �;. t } y4, ,; �,tt`.,..y :, W-at cox 'i a we3 a :. wt-°pit .ex�avataan3 a 1 t. Lr:.- r5 ;,; 1, !<c, ca,. .• _�.,,aq.:Y t >i: <,":'fr .;�•;�<3a .,:s G;.yy�`;F.R v: .;. .)47.,; . f.3 ,,, vd' . i�t ; ` N"re 3,1 yrw-. w.t i k +ft r.tr Al..yy .t' y� fS,.t' faY'+t k-,}-.°.F' s_ jn t:r .'#'✓Ysr :!��•7 v Y.rn�f.iE ; r" ,,7r,,, 7 t17. �.;1 +c .,. #i; # i^ !,ie-.1 t,; a: a.� d"?g.E<vr'arn:r 9htx,' ,1„,' '¢:•- .}V'' ,:.. s •.z' .,F a ;�. 14l ,:.r, ,C iy n c. .t. .',r;ti ar^" r ""°,4 '4`.•:i_ ;< =.:.�'.<'{..,♦,.J i't:,Yfi _ �y aV'. °I. si(•. ;y`' ` yt�+, �4 7.!. a yt? �f t'..• ,y;-,-� �x �� s•,. d s.r '-C,t•b+F.:, I'y[�th '�:;• j'{Wa�r`r �rf [ `S F,}}yy /^'� /s{�a_.., r<�i!}p�, t a tfAQr .'\r��y}er, ;ti. ra ,.4 K'4Ow+R kt �'.9 ! .T" 1 nA' �' � YSR .•-�.r•'-t T� tJ ` I!' .t, I ) �' ur". +'-,� A,�.ti. .,.;t tad,CrTA,c*•!�s:S' a':,. j -y t,@' �y g"�. a pia F .wrytr,w r� s ��yy �i y��Q.L�q��' riro 'i�i s �k#ixt�ratn a�}rY' �/ '1!�l ' a ) �,,`F, + �S."11 - i-!4 38i �l+r. !�"7 r- �e`i..1F"_C ax,,"As r ,yi } �$ ��y= �{� "lj 'd. 11 Eyy� .l �' -tiU.. F - Y t' r, ' 3 ,•f•Fdf`'w:R f..V/y j� ' YyA�..:d Yy� 7 i 1. �'L!;+. ;Li AMF s'r fWV�V ,{r�o rt : lJjen '✓i{,fn' il 'f'r.2G? ;35rt r, t ;.s4;..d } ., •t ':44�`'x.+br ', 4r,' d l � � �';,}R. "+j. - _i:; dstf' '}r L„� '•.j,�"'t^?b. . M. tp $ : <. K'i j.E" �y. .. p. d,• t4. ' ^' }w ` "t r r �.,r,d .:,:I�. G�r: �?/' i:,. -y IF9�,X t: ��4 �;�/Rr .m ,,�,,.1 .r..r ei' .t a.r,f S t'.i.,•. vY * •a r.sr" Yt vµA r ..I"zr}� �{., #,x. 4 •�, ty1�G�t9 �, r-' `t-F�'Y�y ,!., ?'�'h1e. 3 Y+� �• , { !i[ �178. 21!/��. M:'. .T ,'..1.�• <��' ' �o ?�K •Y!sav'�.1 ��k °1�,�3' 3 k ,. wr Ylrt't Mi.�dr bW; i#' 3'Tw'�L 4t {+ u�, +2,;f; ,n S .err,{ ,d`„4!,r;L;. 3 , ,.,; r�{ 1r,.:,.'fir. •7 :4; &f-lif („t_ea* ssdy, :rJ.' r f t �y 't �'_ Yr� rj,,r''s�a '>•t}� cM ;"`` n i, a5&t '. �` 4: + ` @ jj brdE3Tt ,at; ,a aa;a ,ia .-." 'tM eta { ���' #�ti.:ti'h'F F:C.' :r,F���� �'���� 1�'�,r$ N � 5, � rGi'f€�tM%q 9 "'• S kr{'41'' Win, ;a 9s, r,¢ � , 1y. �.r. .lr:Oa. ° i:Tx fir' y�►'Si�!;-ij._� z'I'R1�"' ,p' FrrL + +•vEP'Ya" , CRt,1 ..,,mr i*rJ�,/� { :z': g }}► U.Q ,1,�.,y '-_ 's8 r' "3, _'i l tB,'t•: "z�$ �? ,•% 'r1W tY.< t f Y , o o1pV A _•zo1+ ':•aTe Y,fFBi,L 41 ��:. a� ''y 2 7r o; * =:`t ti.. i.`-as s:T'�- a .,: • >h')' ''+:{ "it t..., a'„ xa -, , ,'•.j�yj'.�M• t4 � OW !9�� ga � T � TF liKd� .:wt i Y. - +�' '� 1., -.,a t 9" r:.r.�.. k^,�1' ' :.; �.its :�"A r`'�r s•, PR r a� s y' •;.x Fr- G ?k ; •c. y,�'�k fa /� TM }�qS1 i=:, -r<:adkrdrf. +:. + .. A 5 i, '€ 4 ':.•> 'w s ti•a'ars"1 y g.f'7:'a �5. -i niln, ^���,. lf.•ti' r�z '' 1`t #-.l�- . 'a'w' .l. A+;.. •, *F,:,+,,Fr .;..yY "grd ,3?t ..; ``r �+",«$ ..lr�^y} :vr,1 ', > a,*•�c?,. . "1,.�;{• �, •. d�, .fr`C . tN?�F, P M�ggr t, r• " °;jr{.'�hWr.,, „t;� .�{r, ;•;�>t�r .G!a3'Sr=- '... :�r7.}.rz#� ".;:,, L,'�', �� , k':X,�.r,:� ,r-, R�',¢e'6f.- Ytcli� � �'�����7,4�n`�,y aft�,"t 'qt. ,��•-�� ,Sil��"tCsB��)y,�,c� � v� �!' � ,;er °s^�°-: +�,t�,,4i,.: >•�.,.{,ry�4!�pf1 't i� � p��"`rr�„f-a� t '!IS'xz<;N' l: f' T.r {+�Mt '+ry4•r iG�'f' .� yM { a;_ `�I�L'..,�r,' �Qr 4►�7 R :§w v¢`'rt,K t; t`s't' r ,,y',,54 Y,+,i, } -� 42i! t3Zmat1T #>r crG 1 dl,- s x of j55 u Pi* �� . ,�.'�j'F,�?•$ : +t, �1�':4 ��`irJ' 'nb;Ylt �..t r„Kf ''� � ?r, �Q�"aNfi �:" �j;�r',.�. i M,{'�,: ly, j+• �..�., r n(.id•'t -, �,,a �� t7z "�' :�. A'�x� #. i �. Iv I¢" � •t p,�4 m �';i,7 , �.`. "II „a!,t ,r .� fi�r, � •l,.th,�' �q: + a S ,�,.� .t�Y?;€ip _s.. ,�. ...Rh,��.> �, 4,`y;';.;c 5.�,-qv.,;,�",,« •-u ,�i '£.:f r yr, .'�'d gy a'. ^!s!,�y 3' "tt',.5 Iq<.; atA"� 1.' ¢,� � e�+�' , ,-�€ .°-� ti•.zP-i '_�!--d, 1,., _ � .„ � sf As��^.�+;. .,.- r ,s 3 ; �.+. - -•. ge, 1 - f .� 'N ro �y frlra'r' .rd¢€:r,,�y X,�s., .�"t 1r e'i iy?v. y��f k t1 ;3;' .9�fi ' '.7 ".; ".yii:� k runs C �.:":• v ,. ' l * : '" ;�r3a t': ;art 4 "�s ,. .+ w{ r 'fe !' i •d tt``E. .f, „5,4}, 'r, 4 a,•. ' .. �, ,, �; �:r 5i"�..; x1�"s,•.( ".y. ,{`�' �p ' 'c. � t. i<t, ! .' iyi s` s 3 ; tr'?aie::jM? ,k r. ` .,: •;ti''mw:., 's r.+}"jc. s : �`,.F'Ssf�- K�$. ,` "'k, : ,.� ,h41 �. tz t tip 7 �- .�.r-�' at+: .�rTt.x • a. ," A�.•"N Y�.F.:er. ..fiy. d r'kfx a1.w �'f'. �s�,rr,,. �s ,M�'.•,r.wr i .-,n.,4"�)'a�� - E''e.�i , ?4r �' a�'i `?' 3,r.. �1'• w Mks r7,,j' `arh �,,. t..�.:,f '-:t�:. s t< �j f -.t. � _:�:'€!as�rw��_..r< •.`" J: ,?:,,"' r ,N fa�t� - ;� •, r 5 ,: ., 't• :.ts' r:. ",�,',"'�R."\4z,9n..' $„, x.�- k" �" '{;;?p`• 2 rai},�-�! �`r � y�1•„{ii P,:.'� ,`�. ,1• ,i..�7.:,»,a. ar�� qtr 7� .,•r.r k ):k'�,,' ; �:�.. ! "� b t Y t'r...t�>{fi�" NwY " IR: i r& eh;v.�r -Y •f.a '.'�h <t•i+u-a l-�' '':, :,o, - '4.. ...�s,} ,�, jt nn` �V!fL �' x,r.+}3 irk• ri, tv niJF,,s t Fd�(A�.jt.'•r+,�} �. �� p • 1{1 ,:r7 ,:a 1*.#.v1.::-t7<K!r ... .'F; ¢ . _ {'.'��v=<�;a i�4,� ,v. ,.w, .� ,.,� .n °;' `w�`. �',�r� �zn."" chr' tsr ""a?_s r +•�jr'.t,a,s:p', t'7� '1..,�,s����r{'t,� �r��'r�;t'••�f. *' •,t .'. !r tz, ,. M$ a • t,... fl 'is ,e'r S !t ,0, _ try �,.I �1,1i,�y�y y,= tl•t- .�%, yr'Jr„-: ass .'.s i< ' ,., • .,,s a:>x 3 .c'#` J4 :t t ✓,. •. `i k, :./. .St4a P at�:C a• ;,d .e of :.• rr ti+ ..y,,r. rIt 1- yy h ''JC�S5.:; �y�ft.y �f�t.,'j4r ..�. ' '' ( 4`. ;5�7 ,i a. 4'Tia'i '7. •�",,.' hf 6 'C 1f 1 .<? ,1 :u;i.±'+. ,',u r.v nl.n{:;7 .. .x"P<.,. -1 5" ��. nk.hey'�k�;. ,.a, ,' .«•, rt,7 .'j2Ci ,; f,? .^..7.... + ,. y,CA t :1n.N t r'p,gg < x :.:C., .Du .rl ,, •d�ir ;: . sA :o" J"(.. a V :. _yA ..4 -;. r",`"r:",se4SV. r?, .;...h`..w, ..Y-s��`�.. �i. •a'}�' - +e4'y �. �.._ +'"#! ;uA2.s. �,�' ,. �,'�. �:1 r.��}, '�° �3��t eL e;,,sf - ,t. ;iN 0 ,;� r. t�.S�.s,s..� �t,asR v,. d. 'te ,,y r;-ic!� � �. ,�..a,�;,, • .v..�, �� .€ . �S r.! 7 $�[?'ay'..•.���� r��� ��.� ,x� i .�'�.t;•.rr {'h"b'.: d wa., y ys�Y:i°k"� �fi.$•` �f° .t� �, `•..ty .., . +` '. ��• (� ''f'YYpp!�'� r ���:?,. rsw ,ai,� ,k.5 i• .�`nR '� {�r.. y<zkPv t�• �< ..t� ;t ''4 J.�. �';.Grr 'i;.:+ua:�. it^.. '�,;IF� },ter �. ":�.r' � _,� v� C,` S.a '3� ..��I,.f }:,_ �� ;: -r' t .;. ,',' x.t "*g•`.. :fr ..wa,,..' 'k!„ 4 k .. - t+ .a'-.•'.._;"' .-t}ii t .!`,, :1 w ,awti ,'.sr`2y°„'f..;k�r 1riA.. ",!�.�', a:' :?r a}z n vL. ;a.,- ,s� �, �y�k.T� 1a:*�:`'.: �9 :>n f,•'i ' �' `r.• �.-:fP'. u;.a..: y ;..1 >:r t�:,.�. s-. .}t..t„ �... �. � :...,, ,4�e,:s,il,,< r., � , ..Sk:�+t ,+.�. ,� r. s' �. �a 5�S��F�K >�I...�d {cj��Ht�.n:a ,Cr''' �k 4i'ii, -a s ,E .,, '.vq. .; p'� 7 **!r{`ar h f a^r ,r+,,. N2 .L;p) D a �`•C'°'� »r. .,1{`Fyw ,-�' .-, &, „ ,rr, `,s• ty' > .... �, :oL, t,p?a -,ty it,1r - ' '.N 't U,ru+' •", dxd�• t [ia.'6, :1 ..sir ,,,Y3 .s..4''ru, rppY"'L+,Ir'4 -+,4. '+A' t <r.. �5 <;aA �t ''u" ,{ r #' � ' - +. ',Yt}.° '*,... ,g{•e ;,-'ITTEL`. ..`Y .fii2`t^" r-.•:.,'. - k. ". ,r. .�'' r.9f.1'yfisT.:sy h. .+ ;: gt. .. :i "fJr` i`ty" -.i". ,w.. D - ,v ;:. -i,y.:,,. ,. , :.r•, 'SS: ...y'" M3#fa.:;r�iTA'j!�,:' ,.�°�„ 'A ,. a ��"s �., 1� , ,� � � ., d' �qy�:•+t t:�'�,..s ?s �_ `t; ': � ��... • +y7 .. '� `�t'Ti�'4.. s;�._ :+' ,. ✓, �j`,7a '!. .� :.�r �f t� 5 f, k i�•- .x t5r t t, ,. d�dr, � 3',, .,- -r• ;. ,.'�,syl °,t� �y, '9•r ;z=i' „F _ G. •ykd' ,r N'i>. .,k3'.q 4'Yf' 'ra.�-"t'":aghS';4i �,Y .SyT '`. {�,�'>. !, "-r�' ^z; n•�'i ..�k T.h••,,v,'`r1`n� .. S.r ''- ,.vp'.a$'. r1:1. Nwa,•{y' ..- ,-, -;»'.txw j� 5"' ,5.i .h •>�. '� ��F....-fir - r-k �. i'(ra',k���u,. ¢ */,F`. ..t •TtS. a.*, .., �},%k5. �i a. F� 3 F i • c t,"{ *!_ !i .9 _< ` n' `}q k a� $ v C i : 0� n •N t N 3 ,ek.Tv,. F� z$r�u� a f,� �,�}E 1: s, f t F 1' 1' x .p'.k k�;�r� ���:Rs�, t`'" "r'� t ��r ;r•.•rr's,��s` { it ,�}, �* • 5 k �' 7. ,fC '. Y` 17 ,e"�r4 ..ryl,n .a(f'mi< .y� ... �'�, � �a*;�.�s,°t r � to " � �?� � ��d��5 r>nsA,•�,''� � ;,� ,r, �u e •s t ar m•,�' , ,� ���:" � � "a"h , $ � Lr � .`� ySS 'S�p'' ex � r� �4A,. y,r'.,sr f;.u3 #..� ' avr."�'�� a�"t �, �`a r r•r. ..m' rtL -w � .r x.V}j rx: 1 •"� ." { yr ''R 7,�, y ".,i'� , °F •t 7,5f-N:;t;,a. �Y :,y"!'':. .i. ,Y N'w,y "` ''�Ih.,%1 •4ry���h, 's 1 r �$, �'�2�}'.� i ` ''F,' :�r_.. MIN, t"�.�c14��`;t >re SYA+r11'�� .*r� A}(a. � <a�:eR��'" '"? �b'f(r• 3<}1t <�t< '- Y �'?dP�� �. ��.ks�F�`3• .y. 'ir # �' r,IP. rPr"k rrn t..f'_+'" r$'•�' ''" :1U'^ +. . 5 A ,."�'' pias,#...',A f�l.:.�ya1' �"S`�rr3_A .w. �.dS•;:{ ���:� .'•r r ,r '`t1 'a .. : k q { i -...x. s:�;� ..�vx. ..., ,i-: c. ,<.•-e .`�a,.r.t��k .,,':9 k y.. sry if>9� '. f No.....1.31-..... Fps......!.............. THE COMMONWEALTH OF MASSACHUSETTS BOARD OF HEALTH ... _.:.. ...........OF..............................................................--------------------------- Appliration -for Bi!ipviial larks Towitrurtion rruiit Application is hereby made for a Permit to Construct V) or Repair (&,,ran Individual Sewage Disposal System at: �si'sN�viL+ �osds R............................................................../ ss�sso.s Location-Address /n/or Lot No. l�.s�u9/i/enn� ,tter/s+.�se./ydvio � -�lvoT/.S> 19��A y4a'�9U�PLt �R". ... �j <tSS Owner 973 f� - � 3' ltiif'3tii4pCr Address ��ovi�cncc f�: ..A'"1�®® Installer Address Q Type of Building Size Lot_.j 10SD 6----------Sq. feet U Dwelling—No. of Bedrooms...----------------- ---------------------Expansion Attic ( ) Garbage Grinder ( ) A �CNviGC �fkd�or� a Other—Type or ITiul�ing ............................ No. of persons....._3-------------------- Showers (a) — Cafeteria (® ) Q' Other fixtures --•- - 1= a:c_Tt'" ' =•-----_---•------- ----- W Design F1ow..��.Ke �h�%'G ',..--..gallons -per day. Total daily flow----------- ®O_.--_.-_-_-._..-.----gallons. P4 Septic Tank—Liquid capacity _gallons Length------ ------- Width..--- ... Diameter..... --:- Depth.....-_. xT Dis osa] Tren — ..___ Width.................... Total Length_._.__.--.--..------ Total leaching area...-..-.------------sq. ft. t eC-4 .j `S g. ............ .. 7 ld0 Seepage Pit No..................::. Diameter -----.--_------ Depth below inlet.................... Total leaching area..._...:..1------Sq. It. z Other Distribution box ( t) Dosing tank (o) Percolation Test Results Performed by-------------------------------------------------------------------------- Date....----------------------------------- a Test Pit No. 1_--------------minutes per inch Depth of "Pest Pit.................... Depth to ground water....---_.--------------. �14 Test Pit No. 2----------------minutes per inch Depth of Test Pit-------------------- Depth to ground water....-_---------------. -----------------•-----------------------•-------------•------------------•----....------------•-----•--•--...------••---------------------------- ..----- ODescription of Soil--------- ---------------------------------------------•-------------------------------------------------- ------------------------------------------------------------- x w x ------------------ -------- ------------------------------------------------------------------------...--------------------------------------------...------------------------------------------- V Nature of Repairs or Alterations—Answer when applicable................................................................................................ ------•---------------------• --------------------------------------------------------••---------------------------•------------------------------•-------------------------------•------------------- Agreement: The undersigned agrees to install the aforedescribed Individual Sewage Disposal System in accordance with the provisions of Article XI of the State Sanitary Code—The undersigned further agrees not to place the system in operation until a Certificate of Compliance has been issued by the board of Pealth. Signed. -- .... . . . -�........--... . — --'z---- 0- ate Application Approved By-------- =---- --- • �� - ......... Dd Application Disapproved for the following reasons:...........................................•--..............----•-------•-•---.......-----...-•-----•----------- .............•--•-•---..........------•---••--------...--•--•--•----•--...---••--••--•-•••--•----•--•---•-----••---•------------•--•-------------------------• -------------------------------------•--- • Date Permit No. Issued.-s_r`.� ...................... / Date � / Fee No. rY, �— THE COMMONWEALTH OF MASSACHOSETTSd Entered in computer: Yes PUBLIC HEALTH DIVISION -TOWN OF BARNSTABII_Es MASSACHUSETTS 0(pprication for �Digoga[ *pgtem Cow5trk,ction Permit i Application for a Permit to Construct(/Repair( )Upgrade( )Abandon( ) ❑Complete System ❑Individual Components Location Address or Lot No. Owner's Name,Address and Tel No. -tl -c7CPO t �stincn C.AAI:F� Assessor's Map/Parcel Installer's Name,Address,and Tel.No. �S v ro Designer's Name,Address and Tel.No.,4. W ;,�A r by%sf Type of Bui ding:Dwelling No. of Bedrooms Lot Size sq.ft. Garbage Grinder( ) Other Type of Building a Showers( ) Cafeteria( ) Other Fixtures Design Flow gallons per day. Calculated daily flow gallons. Plan Date Number of sheets Revision Date Title Size of Septic Tank L.L"AL T&O 100-1 C.I. Type of S.A.S. Description of Soil: Nature of Repairs or Alterations(Answer when applicable) Date last inspected: Agreement: The undersigned agrees to ensure the construction and maintenance of the afore described on-site sewage disposal system in accordance with the provisions of Title 5 of the Environmental Code and not to place the system in operatio '® Certifi- cate of Compliance has been iss d by .is Board of Health.nn / JJ Signe 9`�-� C� C� C�� Date b ;_ Application Approved by - Date Z6 _ I. Application Disapproved for the following reasons Permit No. <)OD Date Issued _ ' 'a" '�^ � Nq2QVG_2.7(� f ern# v Ale Fee \ �/,` ISI THE COMMONWEALTH.OF MASSACLj SETTS F`Entered in computer: l ' -4�' `!�}`F -d Yes .. r' - PUBLIC HEALTH DIVIS�-4 ---�k0'1NN OF �ARNSTAB'�_Es MASSACHUSETTS � � - ZIppYicatton for Mi5po5a[s*p5tem Con5tru;ction Verm t r, -,w Application fora Permit.to Construct(✓)Repair(` )Upgrade,( 5)Abandon( - ) O Complete System ❑Individual Components Location Address or Lot No. /� T Y�s�� Q .' owner's Name,Addrress and Tel.No. �-��� OCK)o Assessor's Map/Parcel i IaAA C11- St4_440AAiA Installer's,Name,Address,and Tel.No. (0 Designer's Name,Address and Tel.No. wGr (�p Type of Building: &> S¢4'�y I , Y' Dwelling- No.of Bedrooms Lot Size sq.ft. Garbage Grinder( ) Other Type of Building Ci C.s f 69. N�of Persons Showers( ) Cafeteria( ) Other Fixtures Design Flow gallons,per day. Calculated daily flow gallons. ' Plan Date Number of sheets` Revision Date i Title Size of Septic Tank (Z'(Z.p�l,�u TYAP f�e Type of S.A.S. t } Description of Soil: i r - 'Nature of Repairs or Alterations`(An�swer when applicable) q Date last inspected: Agreement: rec�c '/g�The undersigned agrees to ensure tn tructt'on and maintenance of the afore described on-site sewage disposal system in accordance with the provisions'rdf Titley5 of the Environmental Code and not to place the system in operatio u 1 a Certifi- cate of Compliance has been iss jedyby this Board`o`f Health�'y'" Signed----�R�lJ, ��itL,P.ur...�`+� �n.0.n � <�1('\ Date bilk , Application Approved by Date Application Disapproved for the following reasons �- 1 Permit No. aw 5 a 3 Date Issued —-— ' —-——————————————————————— ———————- THE COMMONWEALTH OF MASSACHUSETTS � � n s• BARNSTABLE, MASSACHUSETTS Certificate of Compliance THIS IS TO CERTIFY, that the On-site Sewage Disposal System Constructed( Repaired ( )Upgraded( ) Abandoned( by _ r at 5�9 e ��tJ C�[ 1G' n�t ` has been constructed in accordance with the provisions of itle 5 and the for Disposal System Construc on Permit No. r�J dated < Installer Designer The issuance of this pe t/shall not be construed as a guarantee that t e syste '1 fu ctio as designed. Date / �n�fi Inspector `- ,_. f N62(M —{ Fee/J'a" THE COMMONWEALTH OF.MASSACHUSETTS _ PUBLIC HEALTH DIVISION - BARNSTABLE, MASSACHUSETTS Di!5poe;al *p5tetn, Congtruction V rTit Permission is hereby granted to Construct(L-)-Yrepair( ,Upgrade( )Abandon System located at V tik and as described in the above Application for Disposal System Construction Permit.The applicant recognizes his/her duty to comply with Title 5 and the following local provisions or special conditions. Provided: Construction must be completed within three years of the'date of this permit. . Date:_. Approved by 4 Groundwater & Environmental Services, Inc. 364 Littleton Road •Suite 4 Westford,Massachusetts 01886 •(978)392-0090 •Fax(978)392-8583 January 20,2006 Certified Mail No. 7003 1010 0004 7662 4502 Mr.Thomas McKean Barnstable Board of Health 200 Main Street Hyannis,Massachusetts 02601 Re: Class A-2 Response Action Outcome Statement and Method 1 Risk Characterization Report : Former Mobil Service Station No. 1-1636-(01-QJH) 156,Iyariough Road Hyannis,Massachusetts MADEP Site No. 4-13422 Linked RTN4-15997 RTNs 4-18891 &4-19209 Dear Mr.McKean: On behalf of Mobil.Business Resources Corporation (Mobil), Groundwater & Environmental Serviees; 'Inc; `(GES)"is informing you that a. Class A-2 Response Action Outcome (RAO) Statement and'Meih6 1 R;sk Characterization Report have been completed for the former Mobil Station No. 11636'(forrrierly 01-QJH) located at 156 Iyanough Road in Hyannis, Massachusetts. These reports were submitted on or';before-January 21, 2006 to the Southeast Regional Q,ffice of . the Massachusetts Department of Environmental Protection (MADER located at.20 Riverside Drive,Lakeville Massachusetts;and are available for review. If you, have any questions regarding this submittal, please contact the undersigned at- (978) 392-0090. Sincerely, IL GROUNDWATER&ENVIRONMENTAL SERVICES, INC: Molly McCarthy or(s Makso ran Associate Environmental Scientist Project Manager StevenD:Charroni,P'G , LSP ry � : Senior;Project Manager.a a c: MADEP, Southeast Region rz, ._ ,r- ;10 n GES Document No. E11038 Environmental Solutions and Liability Management zr-Ql p Groundwater BAR, STABLE & Environmental Services, Inc. 364 Littleton Road • Suite 4 • Westford, MA 01886 • (978)392-0090 • FAX(978)392-8105 MAY 18 May 16, 2005 VIA FACSIMILE (508/790-63-04)ii?#K 151ON Certified Mail No.7004 2890 003 8384 1829 Mr.Thomas McKean Barnstable Board of Health 200 Main Street Hyannis,Massachusetts 02601 Re: Release Abatement Measure Plan Former Mobil Service Station No. 1163.6(01-QJJH) Z156'Iyanough Road+ J Hyannis,Massachusetts MADEP Site No. 4-13422 and RTN 4-18891 Linked RTN 4-15997 Dear Mr.McKean: On behalf of Mobil Business Resources Corporation (Mobil) and Exxon Mobil Corporation (ExxonMobil), Groundwater & Environmental Services,"Inc... (GES) sJnforming you that a 3_ Release'Abatement Measure (RAM) is planned for the former.Mobil-Station No..1,1636 (formerly 01=QJH)located at 156 Iyanough Road in Hyannis,Massachusetts.'The purpose of this RAM will be to address through excavation any petroleum-impacted soil encountered during the planned reconstruction of the site by the current property owner. The proposed RAM activities will run concurrently with the subsurface phase of the construction project and are estimated to be approximately 2-6 weeks in duration. GES anticipates that RAM activities will commence on or after May 23,2005. A RAM Plan outlining the proposed field activities is anticipated to be submitted on or before May 20, 2005 to the Southeast Regional Office of the Massachusetts Department of Environmental Protection (MADEP), located at 20 Riverside Drive, Lakeville Massachusetts. You may contact the MADEP at(508) 946-6557 if you wish to review this document. If you have any questions regarding this submittal, please contact the undersigned at (978)392-0090. Sincerely, GROUNDWATER'&ENVIRONMENTAL SERVICES, INC. keca I7afiiell 3 Steven D Cliarron,P.G.,.LSP Staff Geologist s, ' Senior.Project Manager„ Cc: MADEP, Southeast Region GES Document No.E10107 "An Equal Opportunity Employer" COMMONWEALTH OF MASSACHUSETTS EXECUTIVE OFFICE OF ENVIRONMENTAL AFFAIRS )J)� m r d DEPARTMENT OF ENVIRONMENTAL P 20 RIVERSIDE DRIVE, LAKEVILLE, MA 02347 508- -2 ; �a ARGEO PAUL CELLUCCI BOB DURAND Governor Secretary JANE SWIFT LAUREN A. LISS Lieutenant Governor Commissioner April 5, 2000 Mr. David Baker,Project Manager RE: BARNSTABLE--BWSC/SMP Mobil.Business Resources Corporation Mobil Service Station#11636 1800 West Park Drive, Suite 450 156 Iyanough Road Westborough,Massachusetts 01581 RTN 4-13422 TRANSMITTAL#W003021 NOTICE OF PERMIT EFFECTIVE DATE Dear Mr.:Baker: Enclosed please find the first page of the Permit that you accepted and Signed for the above- referenced site indicating the Permit's effective date of March 6;2000, and expiration date.of March 6, 2005. The effective and expiration dates are calculated based upon the date the Department of Environmental Protection, Bureau of Waste Site Cleanup (the Department), received the signed Tier IC Permit from you. Please attach this page to the Tier IC Permit already in your possession. The Department urges you to review and familiarize yourself with the terms and conditions of the Permit and the Massachusetts Contingency Plan (MCP), 310 CMR 40.0000 et seg., in order to complete the required response actions within the timelines set forth therein. Failure to comply P th the deadlines in the Permit and MCP may result in the Department talking enforcement actions against you,including,but not limited to,the assessment of Administrative Penalties. Please be advised that if a Response Action Outcome (RAO) can not be achieved at this site prior to the expiration date-of this permit, an application for a Permit Extension must be submitted to the Department. Such application must be filed with the.Department ninety (90)_days prior to the expiration date of this permit. This information is available in alternate format by calling our ADA Coordinator at(617)574-6872. DEP on the World Wide Web: http://www.magnetstate.ma.us/dep L� Printed on Recycled Paper Barnstable-BWSGSMP RTN 4-13422 Page 2 of 2 Notice of Permit Effective Date If you have any questions please call Laura Stanley at(508) 946-2880. Sincerely, erard M.R. Martin, Chief Site Management&Permits Section M/LAS/rr CERTIFIED MAIL NO. Z'333 585 531' RETURN RECEIPT REQUESTED x Attachment—Tier IC Permit(page J) cc: Town of Barnstable Town Hall .367 Main Street Hyannis,MA 02601 ATTN: James Tinsley,Town Administrator Town of Barnstable Board of Health Post Office Box 534 Hyannis,MA 02601 ATTN: Tom McKearn,Director Barnstable Water Company 47 Old Yarmouth Road . Post Office Box . Hyannis,MA 02601 . ATTN: George Wadsworth Groundwater&Environmental Services,Incorporated 364 Littleton Road, Suite 4 Westford,MA 01886 ATTN: Steve D. Charron,Project Manager DEP-SERO ATTN: Mildred Garcia-Surette, Deputy Regional Director Mark Jablonski,Permitting Branch Chief Joseph Kowal, Chief,Audits and Site Management Data Entry 07/19/2005 04:17 PM Division of Professional Licensure 16177272366 1/t A� Town of Barnstable Board of Health 3Utl Main Street,�Iyen�MA(12601 C+'hoe; SOY•lioa-a6�a r-AX: 508-940.61104 SU&M C.Rask.ILS sc7Aner Keufmnrt;WP'l Wayne bliHot.11.D. Mr. Patrick M. Butler July 11, 2005 Nutter, AAcClehrien, and Fish LLP 1513 lyannouph Road, P.O. BoY 1630 Hy4nnia, MA 02601 Deer Mr, Sutler, !i You are granted a conditional variance, on behalf of your client Chrisco Realty, LLC, from Section 322-4 of the Town of Barnstable Code,which requires a minimum of two separate restroom facilties at each food eatablishment. This variance will ailo*you to Operate a food establishment at 156 lyannough Road Hyannis with one restroom with the following conditions; (1) No more than four employees shall be onsite any time. (2) Seating Is W authorized at this food establishment. (3) The onsite rastroorn shall be conveniently located and made easily available for employees. Tnis restroom shall be kept free of boxes, :Hops, brooms and any other large obstructions inconsistent with restroomn use, (a) The reatroam(s)shalt be constricted in compliance with the MA Plumbing Code. (5) All other feguletions of the Board of Health, the Federal Food Code, and tho State Sanitary Code for Food Establishments,shall be strictly adhered to. (0) This variance is not transferable to another operator of this fogQ establishment. (7) This variance decision letter shall be posted on the wall adjacent to the food establishment permit in an area that is eesHy Occeaalbie for viewing by a health inspector. This variance is granted because the applicant's attorney testified that the bathrooms will not be pen to the public and only four employees would be using the restroom, Sin ly y u Wayn filler, M.D. r f n. �P�oFTHE To�o TOWN OF BARNSTABLE OFFICE OF = BAH MAO& BOARD OF HEALTH � MS. �p i63q. 0 367 MAIN STREET HYANNIS, MASS.02601 November 30, 1989 Alexander Trakimas Gale Associates 8 School Street P. O. Box 21 Weymouth, Ma 02189 Dear Mr. Trakimas: Your request on behalf of your client, Mobil Oil Corporation, to replace the underground fuel storage tanks at 156 Iyanough Road, Hyannis,is approved with the following conditions: (1) The storage tanks and monitoring equipment shall be installed according to the submitted plans. (2) The MDC trap shall be connected into a holding tank. (3) The MDC trap and holding tank shall be inspected at least once every three (3) months and pumped as needed by a licensed hazardous waste hauler. A copy of a written contract with a licensed hazardous waste hauler shall be submitted to the Board of Health. (4) The written contract with a licensed hazardous waste transporter shall be updated annually and a copy submitted to the Board. The increased capacity of the fuel storage tanks from 25,500 gallons within 4 (four) tanks to 34,000 gallons within 5 (five) tanks is approved because the replacement tanks will provide increased environmental protection with secondary containment and the approved automatic monitoring system. I Also, potential spillage during 'transportation of fuels to this site will decrease because of less frequent deliveries required with the increased storage tank capacity. Yours truly, rover C. M. Farrish, Chairman Board of Health Town of Barnstable GF/bs 1 i THE TOWN OF BARNSTABLE OFFICE OF Beaa9TeBL : BOARD OF HEALTH MAM 1639-o Mph Ar 367 MAIN STREET HYANNIS, MASS.02601 November 30, 1989 Alexander Trakimas Gale Associates 8 School Street P. O. Box 21 Weymouth, Ma 02189 Dear Mr. Trakimas: Your request on behalf of your client, Mobil Oil Corporation, to replace the underground fuel storage tanks at 156 Iyanough Road, Hyannis,is approved with the following conditions: (1) The storage tanks and monitoring equipment shall be installed according to the submitted plans. (2) The MDC trap shall be connected into a holding tank. (3) The MDC trap and holding tank shall be inspected at least once every three (3) months and pumped as needed by a licensed hazardous waste hauler. A copy of a written contract with a licensed hazardous waste hauler shall be submitted to the Board of Health. (4) The written contract with a licensed hazardous waste transporter shall be updated annually and a copy submitted to the Board: The increased capacity of the fuel storage tanks from 25,500 gallons within 4 (four) tanks to 34,000 gallons within 5 (five) tanks is approved because the replacement tanks will provide increased environmental protection with secondary containment and the approved automatic monitoring system. Also, potential spillage during transportation of fuels to this site will decrease because of less frequent deliveries required with the increased storage tank capacity. Yours truly, Grover C. M. Farrish, M.D. Chairman Board of Health Town of Barnstable GF/bs Q�oFTHero�f TOWN OF BARNSTABLE OFFICE OF BAHa9TABL i BOARD OF HEALTH MM0. p, 1639. 367 MAIN STREET f�MAY HYANNIS, MASS.02601 November 30, 1989 Alexander Trakimas Gale Associates 8 School Street P. O. Box 21 Weymouth, Ma 02189 Dear Mr. Trakimas: Your request on behalf of your client, Mobil Oil Corporation, to replace the underground fuel storage tanks at 156 lyanough Road, Hyannis, is approved with the following conditions: (1) The storage tanks and monitoring equipment shall be installed according to the submitted plans. (2) The MDC trap shall be connected into a holding tank. (3) The MDC trap and holding tank shall be inspected at least once every three (3) months and pumped as needed by a licensed hazardous waste hauler. A copy of a written contract with a licensed hazardous waste hauler shall be submitted to the Board of Health. (4) The written contract with a licensed hazardous waste transporter shall be updated annually and a copy submitted to the Board. The increased capacity of the fuel storage tanks from 25,500 gallons within 4 (four) tanks to 34,000 gallons within 5 (five) tanks is approved because the replacement tanks will provide increased environmental protection with secondary containment and the approved automatic monitoring system. Also, potential spillage during transportation of fuels to this site will decrease because of less frequent deliveries required with the increased storage tank capacity. Yours truly, Grover C. M. Farrish, M.D. Chairman Board of Health Town of Barnstable GF/bs Gale Associates, Inc. GALE Eight School Street•P.O. Box 21 •Weymouth, Massachusetts 02189-0900•FAX: (617) 337-9785 (6 1 7 ) 3 3 7-4 2 5 3 October 2, 1989 Town of Barnstable Board of Selectmen 365 Main Street Hyannis, MA 02601 Re: Application for Increased Underground Storage Mobil Oil Corporation 156 Iyanough Road (at Yarmouth Road) Hyannis, Massachusetts Gale Project No. 5720 Dear Members of the Board: On behalf of Mobil Oil Corporation, we submit to you the attached "Application for License" for increased underground storage for their station located. at 156 Iyanough Road in � Hyannis . Existing licensed underground storage totals 25, 550 gallons contakined within four tanks as follows : 1-12, 000 gallon single wall steel gasoline storage tank � � 1- 8, 000 gallon single wall steel gasoline storage tank l 1- 5, 000 gallon single wall steel gasoline storage tank 1- 550 gallon single wall steel fuel oil storage tank �� ✓� �D Proposed underground storage totals 34, 000 gallons which will be contained in five tanks as follows : 1-12, 000 gallon double wall fiberglass gasoline storage tank 2-10, 000 gallon double wall fiberglass gasoline storage tank 1- 1, 000 gallon double wall fiberglass waste oil storage tank 1- 1, 000 gallon double wall fiberglass fuel oil storage tank The requested increased storage would allow Mobil to manage their business more efficiently and provide the Town with increased environmental protection through the installation of new double wall tanks which provide secondary containment in the event of leakage. The new storage tanks will also be equipped with an approved tank monitoring system which provides continuous monitoring of the secondary containment area, automatically alerting the station operator of any breach of the tanks . a 16200 Bo6ton • Baltimore NO. DATE �ofTHE Toy TOWN OF BARNSTABLE FEE OFFICE OF S DA ! RECEIVED BY SIlT"LL MAGI BOARD OF HEALTH t639' `e� 367 MAIN STREET �0 YAY k• HYANNIS, MASS. 02601 VARIANCE REQUEST FORM-See Note`]�-_lcw All variances must be submitted FIFTEEN (15) days prior to the scheduled Board of Health meeting. Attn: Kurt Fischer NAME OF ,APPLICANT Mobil Oil Corporation TEL. NO. (508) 392-3050 ADDRESS OF APPLICANT 1 Technology Park Drive, Westford, MA 01886 NAME OF OWNER OF PROPERTY Alexander and Celia F. Rmpler, 133 Hartshorne Road, Providence, RI 02900 SUBDIVISION NAME Not Applicable DATE APPROVED N?A ASSESSORS MAP AND PARCEL.NUMBER Map No. 328, Parcel No. 151 LOCATION OF REQUEST 156 Iyanough Road We. 28) at Yarmouth road, Hyannis SIZE OF LOT 41,817y —SQ. FT. WETLANDS WITHIN 200 FT. OF PROPERTY: Yes No XXX VARIANCE FROM REGULATION(List Regulation)This request is being made in reference to the "Health Regulation Regarding Fuel and Chemical Storage Systems" Section 22: Permits; Paragraph (4) Replacement and Substantial Modifications.., r-_ REASON FOR VARIANCE(May attach letter if more space is needed) The Applicant is requesting Board of Health approval for increased underground storage as outline in the attached letter. PLAN - TWO COPIES OF PLAN MUST BE SUBMITTED CLEARLY OUTLINING VARIANCE REQUEST. VARIANCE APPROVED _ NOT APPROVED REASON FOR DISAPROVAL Note: This is not .a variance request. This form has. been utilitzed at the request of Mr. Thomas McKeon, to present pertinent application information. Robert L. -Childs, Chairman Ann Jane Eshbaugh Grover C.M. Farrish, M.D. BOARD OF HEALTH TOWN OF BARNSTABLE Gale Associates, Inc. GALE Eight School Street• P.O. Box 21 •Weymouth, Massachusetts 02189-0900 •FAX: (617) 337-9785 (6 1 7 ) 3 3 7-4 October 23, 1989 l� Town of Barnstable , _� Board of Selectmen l '" 367 Main Street C� Hyannis,, MA 02601 , `.,r- Attn: Ms. Ann Burlingame SG L Re Application for Increased Underground Storage Mobil Oil Corporation 156 Iyanough Road (at Yarmouth Road) Hyannis, Massachusetts GALE Project No. 5720 Dear Members of the Board: Pursuant to our conversation with Ms. Ann Burlingame on this past Friday, October 17, 1989, and on behalf of Mobil Oil Corporation, we do hereby respectfully request that our license application scheduled to be. heard in the Selectmen' s conference room on Tuesday, November 7, 1989 at 10: 10 a.m. be continued to November 28, 1989 or withdrawn without prejudice. We make this request so that we may meet with and discuss our application with the Board of Health. We are scheduled to appear before the Board of Health on Tuesday, November 14, 1989 at 7:00 p.m. or as soon following as practical . Thank you for your consideration and cooperation. Very truly yours, Alexander B. Trakimas Project Manager ABT/gmc cc: Chief Richard R. Farrenkopf Hyannis Fire Department 95 High School Road Extension Hyannis, MA 02601 Mr: ThomasLLA.--McK6on' ) Town of -Barnstable rHealth_,De;partment; 3'67"Main- Streets ^Hyannis; AMA=-02601i Mr. Kurt Fischer Mobil Oil Corporation 1 Technology Park Drive Westford, MA 01886 Boston • Baltimore GALE ASSOCIATES, INC. [LIEUTEQ Oo F �G3Q�MEMR & Eight School Street P.O. Box 21 WEYMOUTH, MASSACHUSETTS 02189-0900 DATE® JOB NO. (617) 337-4253 ATTENTION RE: TO �'�.®.�'.ySY.Oesr'G�`L3GZGYr✓ C1it' H.E.tJ.C7.S/ .�viai.C/c,orrO.tr �R �c�.�Gr.Fla C/.vo.�/��2c<t-;rcr� TO.C'.AG•� > WE ARE SENDING YOU ❑ Attached ❑ Under separate cover via the following items: ❑ Shop drawings ❑ Prints ❑ Plans ❑ Samples ❑ Specifications ❑ Copy of letter ❑ Change order ❑ COPIES DATE NO. DESCRIPTION Y/r.FO 7'`4.f/.f' '.�f'C.Are%39t�ir.>r 4'.f OA/ S's4/awl v.G' 7.e,aWC 1 ,C"A— AiPC755CT.E'.r,, / a,- A'ais"G 0/4 �,��IZ✓rrr6�', THESE ARE TRANSMITTED as checked below: / ® For approval ❑ Approved as submitted ❑ Resubmit copies for approval ❑ For your use ❑ Approved as noted ❑ Submit copies for distribution > ❑ As requested ❑ Returned for corrections ❑ Return corrected prints ❑ For review and comment ❑ ❑ FOR BIDS DUE 19 ❑ PRINTS RETURNED AFTER LOAN TO US REMARKS COPY TO /JC�r�.P SIGNED: ( ��/��/ � Ar? PRODUCT240-2 Ees Inc.,Gmwn,maa 01471. if enclosures are not as noted, kindly notify us at once. GALE ASSOCIATES, INC. Eight School Street P.O. Box 21 WEYMOUTH, MASSACHUSETTS 02189-0900 DATE JOB NO. (617) 337-4253 ATTENTION ,,AA -�r� ,,�/A� �- ,94 Aingr e 11 C16OR/ RE: TO �,y 0,e '/ �f�i'Li«JTJO.v �•¢ /�/CRE,af'�d [/.tiGaiatO � �- �� �� / ,NY�.trti/r� /11.� Q.��� r > WE ARE SENDING YOU /Attached ❑ Under separate cover via the following items: ❑ Shop drawings ❑ Prints ❑ Plans ❑ Samples ❑ Specifications �) ❑ Copy of letter ❑ Change order ❑ COPIES DATE NO. DESCRIPTION e'O��y cF /41-r7.1& 7V T.v� �e,2v e,-- rr.,vr v / $-•%'%8� — �.=--r OF a,�v/'r�L�rer�oe✓ Fog �C,ic,��,.r�' �. / v ��Y �i=//��r�dcrrl�/Zs �/L,an���JlL-•1,r02S THESE ARE T NSMITTED as checked below: ZFor approval ❑ Approved as submitted ❑ Resubmit copies for approval ❑ For your use ❑ Approved as noted '❑ Submit copies for distribution > ❑ As requested ❑ Returned for corrections ❑ Return corrected prints ❑ For review and comment ❑ ❑ FOR BIDS DUE 19 ❑ PRINTS RETURNED AFTER LOAN TO US REMARKS COPY TO A U��/P' SIGNED: PRODUCT240-2 Ja IX,GVM,MM Otan. If enclosures are not as noted, kindly notify us at on GALE ASSOCIATES, INC. LIEVUEM OF URRAMO MU Eight School Street P.O. Box 21 WEYMOUTH, MASSACHUSETTS 02189-0900 DATE ©C77 I /9e 9 JOB NO. S;rz (617) 337-4253 ATTENTION l�As 41A/��l.P.crvGett.E" -�- RE: TO Ql•G G 02f�i�.C�.OT/o y /Sls .rY.a'iVDrrG.�! �.ov 1�iieyvir AW /-726,91 yY.Q�vviS �.vperr�r/av FO.e /.cic.�,�esFo U•�OERGR�r�D .37dk'dGF. WE ARE SENDING YOU [I�/Attached ❑ Under separate cover via the following items: ❑ Shop drawings ❑ Prints ❑ Plans ❑ Samples ❑ Specifications ❑ Copy of letter ❑ Change_ order ❑ COPIES DATE NO. DESCRIPTION / 8'//• B9 �PP.C/C.JT/t�iV f�.2 .�iC.�d/SF C 1Yit// Oi2/GlIrDL S/6•C/.OJ�rL� - ,pOWAO OW ��114OL7,s/ -VWe flSJESJoRr /OLs i/ iYrr.S/ SiTa- /_.O / — - t:O10Y OF ,d0&7,'0WX C �o/L 212046e c",4r / 6-2- 8 9 T.vre ,P,�a�,oc,�-�sF.v> Yg,c.eA/ THESE ARE TRANSMITTED as checked below: IY! For approval ❑ Approved as submitted ❑ Resubmit copies for approval ❑ For your use ❑ Approved as noted ❑ Submit copies for distribution ❑ As requested ❑ Returned for corrections ❑ Return corrected prints ❑ For review and comment ❑ ❑ FOR BIDS DUE 19 ❑ PRINTS RETURNED AFTER LOAN TO US REMARKS COPY .TO .cr SIGNED: If,enelosures,are not as noted kindly notify us.at onee. � ,��f/Qo,� rxowcrzar A�3 loe++Dina rm o bi T AIMS GALE 4 We look forward to appearing before the Board and we remain available to provide you with any additional information that you may request. Very truly yours, GALE ASSOCIATES, INC. Alexander B. Trakimas Project Manager ABT/gmc Encl as noted cc: Mr. Kurt Fischer Mobil Oil Corporation 1 Technology Park Drive Westford, MA 01886 (Tel . 508-392-3050) Mr. Thomas A. McKeon . Town of Barnstable Health Department . 367 Main Street Hyannis, MA 02601 Chief Richard R. Farrenkopf 95 High School Road Extension Hyannis, MA 02601 Boston • Baltimore sAEWSADL August 11 89 y MN4. 19 pp 1679• (Date) 0 YAY k' 397 MAIN STREET HYANNIS.MASS.02601 APPLICATION FOR LICENSE For the lawful use of the herein described building . . . or other structure . . . , application is hereby made in accordance with the provisions of Chapter 148 of the General Laws, for a license to use the land on which such building . . . or other structure . . . is/are or isiare to be situated,_and only to such extent as shown on plot plan and/ or .n building plan which is filed with made a part oT7tV1_ applicati on. Location of land 156 Iya=gb Roam Rta_ 92) Nearest cross st rcet Yannmi h Rond (Street&Number) Owner of land Alexander & Celia F. Rumpler Address 133 Hartshorne Road - Providence, RI 02900 /manager William B. Wallace Address 2 Piccadilly Road Sandwich, MA 02653 Home office Address Mobil Oil Corporation 3225 Gallons Road Fairfax, VA 22037 Number of buildings or other structures to which this application applies One Occupancy or use of such buildings Automotive Service Station Total capacity in gallons: 34,000 Container Size Underground X Kind of fluid to be stored: Aboveground❑ Gasoline 10,000 Gallon Gasoline 10,000 Gallon Gasoline 12,000 Gallon Fuel Oil 1,000 Gallon Waste Oil 1,000 Gallon Automatic Fire Supression System Required Yes® NoO Seperate Flammable Liquid Storage Room Required Yes® No0 NFPA 30 Approved—D d 02- 190 Kurt Fischer (Signature of Applicant) Mobil Oil CAA11 Technology Park Drive, Westford, MA 01886 (Head of Fire Dept.) (Address) Chief Richard R. Farrenkopf Hyannis Fire District THIS APPLICATION MUST BE TYPEWRITTEN OR PRINTED LEGIBLY r4,e 120 , .r1;. 27AC •2 f If6 to •394C 8 gPO0K3 tP �-s 126 a = aao 71 AC r` - : 127 v xr- o 129 128 23 AC 0 L ' s�,. ,34AC nAC ' Oy A-�i:?2�:. 91gC u ASS 10 114JDAC 135 MT A V x. 11.3 s i� " 134C B f? 134 ` t� .22 AC 142 o t14 26.41 A.C. 06.0 a c 133 se 136 /SAC r34C \ 20-r too ` r 1 .31AC G R 143 29 AC 144 / /06^4 4 24AC 2O3 (8 I I oel 1 eo sj L147J80 AC 10, ; ! IJ // 2� •s L 96 ti 145 / 2O .. ' .38AC5 12 1 � J 'JqC� p ts12 I Y S /Y AC y.�'• I 4h0 AC•5 •'J�.,e v' A 4ry1 Ikh 'I S STFPHc.r 2 QEtoy} tIl 1".•l_ . 1156 to 27AC �o O O a 9 a y 23830 12 9 v+ A +�• a 14, � AC Ljl m 1 3 156' 155 154 /+ 50 d 162 .39 AC .28 AC a i 43 AC 153 0 1Z4C o ^/ I re It It 160 a 19 3ra q AC r5 STREET '°' Iz no 169 168 LEO I'a' 70 riz o .19x .2e AC 167 • cJ a3 , %15 "AeL :4C 2 W C 1Z v %?o C oy / �;•✓ Ja ISZP. g 1�° ogAc -� O j66 1 19,3 $ ae f2 4c I c Rs.� �� v 163 s a 3 .394C _ 3 I P 36 AC 11 111 `e V • 196 .St AC1 18pG .Z•AC f,j,C �.Y J SV + 8 .25 AC 191 A , 1g0 35 4 16 AC 1T9 .2p 4 - 197 1190 It `A, %76 0Sw w 4� W REV. 8Y j S 3t AC AC r a/ A. 189 0 ' 1 198 IS7 ZTAC y 1.C13 1 ND.NOT G'! MSZI- 99 -- b� 6 j 8�SAt 186 cols .2 311 31-0 55 _- I 2 IBS OiB� /, fr I!- 310 323 Ieo Ieenn 19AC •/' t -IA • i,b� _� eo 4• ° 309 3271 3• .:t •�i THE T� i ]A1119TAHLE, i n 7OO ■Ail. CAW 1419. J �fD MAy 36 7 Kin Streel, --J yunnW, Mau. 02601 NOTICE OF HEARING MOBIL OIL CORPORATION has made application to increase their petroleum storage on property owned by them and located at 1449 Route 132, Hyannis by removing five (5) tanks holding a total of 25,550 gallons and installing five new tanks with a total of 34,000 gallons as follows: 1 - 10,000 gallon gasoline storage tank 1 - 8,000 gallon gasoline storage tank 1 - 6,000 gallon gasoline storage tank 1 - 1,000 gallon waste oil storage tank 1 - 550 gallon fuel oil storage tank A public hearing on this application will be held in the Selectmen's Conference Room,367 Main Street, Hyannis, MA on Thursday, February 16, 1989 at 10:10 a.m. or as soon following as practical. Francis 1. Broadhurst William T. Friel Martin J. Flynn Board of Selectmen Town of Barnstable Legal Ad - Barnstable Patriot 2/9/1989 PLEASE BILL LEGAL AD TO: Alexander B. Trakimas Project Manager Gale Associates, Inc. P. O. Box 21 Weymouth, MA 02189-0900 d � F •- Mintz, Levin, Cohn,.Ferris, Glovsky and Popeo, P.C. One Financial Center Boston, Massachusetts 02111 1825 Eye Street, N.W. Telephone: 617/542-6000 Washington, D.C. 20006 Telex: 94.0198 Telephone: 202/293-0500 Fax: 617/542-2241 Fax: 202/466-5479 July 17, 1989 Direct Dial Number BY MESSENGER Mr . Martin Flynn, Chairman Town of Barnstable Board of Selectmen 365 Main Street Hyannis, MA 02601 Re: Mobil Oil Application for Increased Underground Storage Dear Mr . Flynn: On behalf of Mobil Oil Corporation, I enclose a copy of the Metcalf & Eddy Phase II Site Assessment for the Mobil Service Station located on Route 132 in Hyannis. In addition, Mr . C. E. Doumas of Mobil has been instructed to provide you with copies of the monthly reports submitted from January 1989 to date and to place the Board of Selectmen on the mailing list for all. future monthly reports . I apologize for any delay in getting these reports to you . As I have mentioned to both you and Bob Smith, since I was not at the June 15, 1989 hearing, it was unclear to me what information the Board had requested. Since that hearing I have made several phone calls to you and to the Board of Health to try to get a better understanding of exactly what information would be most helpful to you . The phone calls that I made throughout the month of June were not returned until July and, as a result, I was unable to respond to your request until now. All: of these reports have been filed with the Department of Environmental Protection and are available to the public. It is my understanding that the Phase II Site Assessment, together with the monthly reports, will provide you with the information that you require. The pending application is an application for increased storage. With the initial application, Mobil provided you with specific information regarding the proposal . As the application indicates, the new tanks will be double wall 'tanks, providing secondary containment in the event of leakage. In addition, the tanks Mintz, Levin, Cohn, Ferris, Glovsky and Popeo, P.C. Mr . Martin Flynn July 17, 1989 Page 2 will be equipped with a tank monitoring system which will provide continuous monitoring of the secondary containment area. The Site Assessment and monthly reports relate to the 1988 release which is being properly remedied in accordance with an Administrative Consent Order between the Department of Environmental Protection and Mobil Oil . Although this information is, of course, of general concern to the Town of Barnstable, it has little to do with the pending application. Nevertheless, if the information provided is not what the Board . needs to make its decision, please let me know. Very 'truly yours Dianne G. Chabot cc: Barnstable Board of Health (w/o enclosures) Robert D . Smith, Esq. (w/o enclosures) Gail F. Schulz, Esq. (w/o enclosures) C. E . Doumas (w/o enclosures) Stephen M. Leonard, Esq. (w/o enclosures ) 4599Z '4 Obll M.T.(MIKE)CARROLL Senior Real Estate Representative i i M L CO FORA pN `' "€'F��* c c 1-800-227.0707 "�'AlISWQ'rIh 28C6'^•• Ext. 91 Montvale Avenue ' Stoneham,MA 02180.2469 Ext.2826 (617)837-3608 (WHOLE YOU VqERE L%�Ay A.M. FO .- �~ DATE a / TIME Z�� P.M. M OF 03 -TELEPHONED R URNED PHONE 7" UR CALL REA CODE UMBER EXTENSION NJ�SE ��' PLEASE CALL WILL CALL AGAIN �7 CAME TO SEE YOU U, NTS TO SEE YOU SIGN TOPS FORM4001 r ,. .� f ` Mintz, Levin, Cohn, Ferris, Glovsky and Popeo, P.C. One Financial Center Boston, Massachusetts 02111 1825 Eye Street,N.W. Telephone: 617/542-6000 Washington,D.C. 20006 Telex:94-0198 Telephone:202/293-0500 Fax: 617/542-2241 Fax:202/466-5479 July 17, 1989 Direct Dial Number BY MESSENGER Mr. Martin Flynn, Chairman Town of Barnstable Board of Selectmen 365 Main Street Hyannis, MA 02601 Re: Mobil 0il Application for Increased Underground Storage Dear Mr . Flynn: On behalf of Mobil Oil ,Corporation, I enclose a copy of the Metcalf & Eddy Phase II Site Assessment for the Mobil Service Station located on Route 132 in Hyannis. In addition, Mr . C. E. Doumas of Mobil has been instructed to provide you with copies of the monthly reports submitted from January 1989 to date and to place the Board of Selectmen on the mailing list for all future monthly reports. I apologize for any delay in getting these reports to you . As I have mentioned to both you and Bob Smith, since I was not at the June 15, 1989 hearing, ,it was unclear to me what information the Board had requested. Since that hearing I have made several phone calls to you and to the Board of Health to try to get a better understanding of exactly what information would be most helpful to you. The phone calls that I made throughout the month of June were not returned until July and, as a result, I was unable to respond to your request until now. All of these reports have been filed with the Department of Environmental Protection and are available to the public. It is my understanding that the Phase II Site Assessment, together with the monthly reports, will provide you with the information that you require. The pending application is an application for increased storage. with the initial application, Mobil provided you with specific information regarding the proposal. As the application indicates, the new tanks will be double wall tanks, providing secondary containment in the event of leakage. In addition, the tanks I Mintz, Levin, Cohn, Ferns, Glovsky and Popeo,P.C. Mr. Martin Flynn July 17, 1989 Page 2 will be equipped with a tank monitoring system which will provide continuous monitoring of the secondary containment area. The Site Assessment and monthly reports relate to the 1988 release which is being properly remedied in accordance with an Administrative Consent Order between the Department of Environmental Protection and Mobil Oil . Although this information is, of course, of general concern to the Town of Barnstable, it has little to do with the pending application. Nevertheless, if the information provided is not what the Board needs to make its decision, please let me know. Very truly yours Dianne G. Chabot cc: Barnstable Board of Health (w/o enclosures) Robert D. Smith, Esq. (w/o enclosures) Gail F. Schulz, Esq. (w/o enclosures) C. E. Doumas (w/o enclosures) Stephen M. Leonard, Esq. (w/o enclosures) a 4599Z f i I 4 t a fI } rg.. -s'+`.y,i,. •da: yi-t n l y"< ,"9�'yr � '- n 6`^ .. _ � :.�,� Y =I t, PHASE 11 SITE ASSESMENT f JUNE 1989 Mobil Service Station Rte 132/ 1449 Hyannis, Massachusetts F Prepared for: Mobil Oil Corporation 3225 Gallows Road Fairfax, Virginia Prepared by: M & E Technologies \ Zecco, Inc. 345 West Main Street Northboro, Massachusetts June 1, 1989 The Information / Data Within This Report Has Been Reviewed And Is Complete, Correct, And Accurate Based On Avaiable Information At This Time. oe Glenn S. Goral Project Manager/Associate Hydrogeologist 711 J6stine Smeigal Geotechnical Supervisor/ Hydrogeolgist - - • i TABLE OF CONTENTS MOBIL HYANNIS PHASE 11 1.0 SUMMARY OF FINDINGS AND CONCLUSIONS 2.0 PHASE If SCOPE OF WORK 3.0 PHYSICAL SITE CHARACTERISTICS 4.0 SOURCE(S) AND EXTENT OF RELEASE(S) 3 5.0 CHARACTERIZATION OF OIL 6.0 IDENTIFICATION OF BACKGROUND LEVELS OF OIL 7.0- RISK ASSESSMENT/EXPOSURE POINTS/CONCENTRATIONS �.M 8.0 CONCLUSIONS 9.0 RECOMMENDATIONS FOR FUTURE ACTIONS - i i i� e.- f . r 3 1.0 SUMMARY OF FINDINGS AND CONCLUSIONS j Hydrogeologically, the site falls within a general groundwater divide area. Overburden characteristics indicate a high permeability unconfined aquifer. Local site groundwater flow is•in a west-southwest direction towards Shallow Pond. Flow characteristics also indicate a subsurface flow from the discharge pond towards Shallow Pond. The present contaminant plume (BETX) extends from the site downgradient to an area adjacent to Shallow Pond. Further plume migration is not expected. Active contaminant groundwater discharge to Shallow Pond is not observed at this time. The Risk Assessment portion of the Phase II Assessment has noted that adverse health effects m2y occur from short-term or chronic exposure to rrounddwwater auto site The study deemed total site cancer risk to be 8.6 x 10 Proposed target cleanup goals for BETX are summarized in Table 1.1. TABLE 1.1 PROPOSED TARGET GOALS FOR SITE Compound Target Levels Standards Benzene < 5 ppb 5 ppb Ethylbenzene 117 ppb 486 ppb Toluene 167 ppb 2000 b PP Xylene 516 ppb 620.ppb i� , t i + *.y �.';. --�fi,.[�y...... H.,.+w . AT+.s+-# n:4. -sei+♦ v:� . d..e±f' :, 4 w, .. __. v,u. ... ,. µ. , r•�'�•-+�"i Y�::2,';' ,. .;i sS--.:� if �.� + 4. v xs;.... 7�'.ikn { `:;: `cY'. ,-�.:_� .�, .�4'�'��*,t' �i'i"� 3'�.:. .:'t` ,.`� � f 2.0 PHASE S II SITE ASSESSMENT'SCOPEOF WORK The previously submitted Scope of Work can be found in Appendix 2.0. -- i �aa� • Y.:.F.a� �.� .. :.....� a� < •�s-....,. ... .. �. '-.y.,..w.w4.,s ' �,Fa rEWe1K+�+mih�."'� }p:i;!"{�. .Kk-�v- r ���:� `�,ii�R�f.�d>- 'N". �Y.. 4 2-1 � � i t.# xx 3.0 INVESTIGATION OF PH YSICAL SITE CHARACTERISTICS IDENTIFICATION AND CHARACTERIZATION OF SURFACE WATER- As seen in F r .1 the site has several surface water bodies within a one mile radius of the site. These water bodies are summarized in Table 3.1. TAB_ SURFACE WATER BODY IDENTIFICATION Body Name Location Hathaway Ponds 1000' North Discharge Pond 200' North Shallow Pond 600' Southwest Wequaquet Lake 5200' Southwest Classification of the surrounding water bodies was conducted by the United States Department of Interior- National Wetlands Inventory. Shallow Pond has been termed a lake formation/fresh water standing (Lacustrine Umnetic) with open water/bottom unknown. The discharge pond is termed a marshy swamp (Palustrine) saturated, with water chemistry terming it highly acidic., Inland waters in the Barnstable area are generally classified as Class which are suitable for recreation and aquatic habitat. Shallow Pond is classified mesotrophic based on the Department of Environmental Quality Engineering- Lake Classification System As seen in.F .2 based on a United States Geologic Survey (USGS) water table survey (1977), the site falls within a groundwater divide area. The divide runs in a general east/west-direction with groundwater flow to N the north of the divide running in a north-northeast direction. To the south of the divide, flow is generally in a south-southeast. According to the USGS. Survey, the divide is located approximately 500' north-of the site. See F9ure 3.2 for USGS Water table Map. An additional study was conducted by the Town of Barnstable in 1985. This study has determined that the groundwater divide is located approximately j F• _ -:w: .,xcz.,'R^'.ik*- .y'F .Y..s^' 3c,v..7 7 a4t .:::'$. .r:::. .sp-.y. •.�». w rtn'y'd t.. *r;..^,..0$"'Qv.. :Ks.„.0 ::+:a «-*S:y,k, 2R''.,i...d ,�:ti„5 , n a,&tom....`-•:xr..... we,'.,-.v. '5+°'x ..,_ 3-1 i �'F,#T t•+ti,a�,,-�-' +' .� .v,�, pC r S,. s +• 3"x�, ? rk"R �i lA+� T '..�4 .. •'�',(^' T.,�`�`�- r.✓' r 4 r r x .a.t .' �� • gar ` e�r+ aa. 4 " p yti c r z i° Y I-0 � e - °-�v ,• V° l l' V ° - ��'; -;,- , _ -•3;� � y�'�'�`�, r� j���;�JLoQ �. � �-,_ fir.. �` •° l e o� Cam. :•i �,2nl ova A ° 1°o f �Q (°O O —F 14-1—m- Mar- ax 7�� 50 114 I P1 .46 E,j _i. o �� v°. ��• e�=2u - F Sw A �� a i^�- l�& vr. al, i -v I -=t:,+_�� / �fi1P. �� 1'Eso� o <S'i, O , 0 71 r �':i• `sb�� I., � ,y o �i.�)J: • �' . �`•�•��. •f�l� , D� ��� -a '�r � _1. ° �� y ', v -•' �'�0 yip tee. f n'l •e•': ,n� '�. 4 I ; _ ' `•� ° � , j • . off' Landing i Point .� ♦ 1�` :7;; [ Shirley °• �a a �' �� Lewis e ' ( IslanBe d f ��• �., . Nyes Ilk ! PtShall Pond . . ° •� '• �� iPl �' •! '°�°. �� - l c' � I' �+°� i eat 7 Stoney Pt ••� soeM j1 ti� 34 • •� 'p �1 r r a Goosebend rry t '.• - '•;• 31 • , a vris .�• / ni uner Pt 0 He It- •%,�� ��A p ♦.0 ° , Pt 0 ps •;° a uttl reat • • �� �� fi `r ~ ' tPt �S� p 70 a ^� •t3. k,- ' am SWO :M & E : .TECHNOLOGIES -: Fi G U R E -_ t3a1, 1 ZECC.O DIVI-SION AREA MAP 339 A WEST MAIN STREET - NORTRSORO, MASSACHUSETTS . e1333 (gas) 393.3l37 ( . i = SOURCE: UNITED STATER OEOLOO1C SURVEY fiT P` 't- ':4M »''',,- +#•,e C Mi4w -+« -&'.+ha'ra.. +w2«a a'.z rs '�w.• ..�F'"d,.,'.-�e:•cs,.r•.•- 44--_.,�1; .-e" "4=:..�C.F .r.c3�w..• �,.r::T'-,>"`n.` + c¢-.,, •# �..,+.,k ••:r,:Gaa-' , �t �r..r,�` fig'.'`°� �+�aa:{'�,jr •" r�-i�K �•if r� ,�. Y` rt�+�„g.r a .. .,,�;�'''^L� a � .. .. t'��i��;N '4 ''{s' c_ WATER TABLE CONTOURS �20_— GROUNDWATER' CONTOURS — ALTITUDE ABOVE SEA LEVEL MAY 25, 1976 ""'••• GROUND WATER DIVIDE xPLANATION: WAFER-TABLE CONTOUR. SHOWS ALTITUDE OF THE WATER TABLE IN FEET ABOVE MEAN SEA LEVEL. DASHED WHERE LOCATION INFERRED.CONTOUR INTERVAL 10 FEET. SOURCE: WATER TABLE MAP OF CAPE C00, LLSOJ. 1877 / BOURNE i i I SITE'- 20 I SANDWICH 00 71 if ............ ;IN, o�° i -10 i 1 _Qr Q o .4 0 .o.... 0.... .. O 4 e / 0 / R••�, too M &--E TECHNOLOGIES Fi G U R E. -3.2 ZECCO DIVISION WATER TABLE CONTOURS 32f A WEST MAIN STREET NORTHSORO, MASSACHUSETTS•. 01532 (JBl1 3!3•iJ77 , SOURCE: WATER TABLE OF CAPE COO, USOS 1977 f§•+., x.M...�"agia ...� t,:Nc`��9... "'s s_7??�.rs�Fase.'� M;a»..� -, ..-�.F ..n 4 r �r ro.-�•••.w•s�"L+..ef.�''� w�.r�.,�,. j ,�+t`�..�.w%i� ,�,.-*�<..m°Em ,.. • ' .- ;� - � � far - 1000' south of the site. See Figure 3.3 for Town of Barnstable Groundwater Survey. Due to lack of groundwater mounding along the northern shore of Shallow Pond, and the observations that water table elevations are fairly consistently at or below the surface elevation of Shallow Pond, Shallow Pond is viewed as a cycling Recharge/Discharge area for the local groundwater system. It is seen from flow characteristics and flow influences (i.e. seasonal discharges from Rainbow Motel and lyanough Hill Motel leaching galleys. See Figure 3.8 for locations) that Shallow Pond is generally a discharge area for the local groundwater system. During low water table periods, Shallow Pond exhibits characteristics of a recharge area for the local ' groundwater system, based on groundwater head elevations and high permeability of the overburden. This is further discussed in Section 3.0 - Characterization of Aquifer. CHARACTERIZATION OF WETLANDS AND CRITICAL HABITATS 8;4 As defined by the Natural Heritage and Endangered Species Program conducted by the Massachusetts Division of Fish and Wildlife, a 520 acre area along the western most section of Bearse Pond north to Route 132 has been catalogued as a critical habitat. This area is located approximately 5000' west of the Site. : A generalized wetlands area extends along the shores of Shallow Pond and Lewis Island. A classified wetlands area is located along Nyes Neck north to a Cranberry Bog area 500' south of Route 132. A Town-of Barnstable Conservation Area is located 5000' feet north of the site, bordering Hathaway Ponds. See Figure 3_4 for Wetlands/Habitat Map. CHARACTERIZATION OF OVERBURDEN MATERIALS As seen in boring fogs from the Site monitoring wells, previously submitted, the area is underlain by predominantly medium to course grain brown sands with fair to good sorting. Trace amounts of inorganic silt and gravel was found consistently at or about the groundwater table. The area is classified as Barnstable Outwash Plain Deposits with influence by Sandwich Moraine and Lake Shore Deposits by the USGS. - -1.14 a;:' .2""�",a.:�`L.k.Cfri .� ...:"✓w :p":"'a.a+" n,='" -'^> . _ a.. S. - + - - � �• C a�v 04 A.��+'�.� pis-w>• ASP • � ,r i� was 0. JA cz No* _� • 's fr'• �'•.•��..�.,� � .: �*,�J.• ��. ice:••c. .� � �� 1j=. , ;',,: _•r ;•.. ^ • Ew w/...:.� iw rot .� .o • ��' ,:-�' 6o~s.tie .1-:.. •ow AMr ': 'E r•� ( '' " HYANNIS WATER POLLUTION ` a% i "' -).:E �•r f CONTROL•FACILITY (.WPC►) !O 12 �, t ,, � r ' ;? y' `. AIW -•J.. '.r i\1' ' • 1 ` o. ,: .t-rr. % ''I WPC><.RA,:' .fw�� N; MEA r 1 I ON CIO 9 l.�: /r' .._films Ma �,r. .�... — ^jr/' •, / f• S _ � 16. ..r ?�:•.• �:'..+.w.► �'•�%� •.i.•- i •rWPER� �E r r A) �� -+• 'tl�. 'l Is. IIIILjl��OF 4 Sze t4 �' - ~'�+ -•^• Oaf _: »� •i• \ • R• rile ��� �t �a�• .1 , •• �>r '•i.• ` ti ''+.~M•.Jr�.hwi, � „.t��_���•..r_.� T` �/ --11'`�•.•... 1 r=1 r.I ' • 1. '• r .'... �-�...� ..:. : ��... •. {l l� • _� •t� ••,•�•;•�• •''~'i+•1 '• ...•ram�'. i+t/+r!.rn }•�. , ,� � �,�i� �- � � � - 1,.• � rt ��• rrAr.rw rtrrrr `t a rssrrirrstc• rAAI•rF •'• .•S.r _ . M & E TECHNOLOGIES F1 G U R E 3.3 r: ZECCO DIVISION WATER TABLE CONTOUR* 329 A WEST MAIN STREET NORTHSORO. MASSACHUSETTS-. •11531 (3oll) 393.2337 _ , 1 SOURCE: TOWN Of *ARN*TA*LE• tfSi j � •i rR4 .r,• .:� v .� .- S �T Y2 .•..•"+,��+�-^ �' �n�:;.�r .rr?i.r—;... �*t"t•«--.*.•i i-:c`::w[.�.'�•'s':aw: ,t ::"•�,,,`,_ax...T'4�.�'v�'r i^•+ —.,i:�. <€,'�q�-••c:.�#:u••#.`'.��L•*c.. �x?�i'c•!Ys- ''•oc--- rr ',ram r .�'"x«t>twr�.•w+�wSe,:�4'...s%.,. a Y'• ?. ';' ':._^.-"''..:,,.., '-..-.- . ,-,.-f .. .- A...�r• ��—sue y�•, Y•"—..._v... - -tl 1 s '- +.ys -?ac.. '•a �Y _...i � . •h.��� .. -...� � ,,. g Y�,,.v. ,•,�X`S J�� �' '` s.�. y ram,:"y �e t.... n�,�i .F�.+.�,..� y¢�.t-i�. i s�r-`,-,•... �•$.. .4`r�'�u,'t�}i �v_.'�. `i�"" zF •c',�r.'x �� :�T i,� tk'•,�:�"c'�`"' + .°` ,a �'„ _ `- • � /1 ' ��a x,�-• ( 1! O Q W�..I OS- _ .... ��'d,••v.� �� 1 • j ✓r• rj,�"'�(flf�,�f `ice '{:. I''�:�!.J t�` +,�Gi 1 n•r,a � � spm or Val dP �,• .i'-' "fir_'' �(� 1�1F � \1���,c. �• �� � � ?-v 3.1 ' .; :�.. ;tit.:.:: ....,-•� �� '•�;= : ,, ,;! l/ ,. ', _':�]' �! •`, :jam'\� •`� J3 brie .: Landing P011it�4.. 'i��M!{�.w.Y `•� ° '� �` •^ .�/ 1 Shirley' r: • �.�! _ �_ Lewis - Island $ Nyes �{ Pt Shall P nd I: 1 7 Stoney b� ° •I • �f Pt yy .\ /•8M 1 • .� J p ' /•� �1 r Gooseba/ry �'A •• . Olsland t uller p r e� i yJ�• J c� a .'•. : r :.: �r i 1:. .� Pt • • IJ o� Hayes 0 • .': erv°��0 ' ��i0 � 0 �. b • i�• / crest Litt) + , /� �•:� •I B r V•: . Pt • •91-�, a�M. ..► — 1 • . Q r CRITICAL HABITAT WETLANDS x Fi'GURE 3.4 M & E TECHNOLOGIES �. . ZECCO DIVISION wETLANo:/ CRITICAL HABITAT MAP 319 A W11ST MAIN STREET NORTHSOR0. MASSACHUSETTS 01331 (Sat)) 393.3337 SOURCE: DIVISION OP FISH AND WILDLIFE '¢+ Monitoring well borings that contained distinctive soil characterizations aside from the predominantly medium/course sands are summarized in Table 3.2 TAB_ DISTINCTIVE SOIL CHARACTERIZATIONS WELL NUMBER CHARACTERIZATION RANGE MW-2 Coarse sand/gravel fill Surface-15' Dark Peaty Loam 15-16.5' MW-9 Silty sand/gravel 23-24' MW-10 Gravel Lense 20-25' MW-14 Silty sand and clay 25-30' Cluster X Very fine silty sand 20-22' Cluster T Very fine silty gray ' Y sand 33-35 Cluster U Very fine silty gray sand 33-35' Thickness of overburden within the unsaturated zone ranges from 24' in the vicinity of pump islands, and decreases in thickness to 3' near Shallow Pond. Overburden thickness within the unsaturated zone is summarized for key areas within Table 3.3. ,f 3-3 �I TAB_: OVERBURDEN THICKNESS AT KEY LOCATIONS SITE AREA OVERBURDEN TO GROUNDWATER Pump Island 20-26' Tank Area 24-18' Treatment System Area 16-19' Rainbow Motel Lot 3-15' lyanough Hills Motel Lot 20-23' Permeability of the overburden was determined via a 24 hour drawdown/recharge pump test on Recovery well-1. Data was accumulated from key wells MW-7, MW-9 and MW-3. Permeability was found to average 3.9 x-104 gal/ft2/day, and corresponds- to the aquifer materials classified as clean sands. Additional aquifer characteristics are contained in Section 3.0 -Characterization of Aquifer and Table 4. CHARACTERIZATION OF AQUIFER i Groundwater characterization and aquifer parameters have been determined by means of well monitoring of the Sites 39 observation wells. In addition, a 24 hour pump test was conducted on RW-1 to determine subsurface aquifer characteristics. Based on peizometric elevations obtained during monitoring, local Site . groundwater flow has been determined to be in a west-southwest direction towards the Shallow Pond/Rainbow Motel lower lot area.. As seen in monitoring-data from a period when the pump and treat system i was not operating for 1 week (11-17-87), static water level readings E! indicated a Site flow west-southwest to a recharge/discharge area along- 3 r =: 1 k fi'm: Shallow Pond. Also a subsurface flow from the discharge pond across Rte 132 towards Shallow Pond is indicated. See Figure 3. for Groundwater Isopieth Map utilizing data from Novemberr, 1987. - Since implementation of a short term measure pump and treat system, additional monitoring data-suggests an increase in groundwater elevation gradients from both the pump island area and the Shallow Pond area toward the treatment system recovery wells. Flow characteristics maintained a flow trend from the discharge pond toward Shallow Pond. See Figure 3.6 for Groundwater isopleth Map utilizing data from April 1989. Aquifer parameters were obtained via a 24 hour pump down/recharge test conducted on RW-1. Data was collected from key wells MW-3, MW-7, MW-19 and RW-1. Permeability was found to average 3.9 x 104 gal/ft2/day, and corresponds a to the aquifer materials classified as predominantly clean sands. A transmissivity valve of 3.1 x 105 gpd/ft also corresponds to subsurface materials at the Site. The storage coefficient falls within the range of an unconfined aquifer at an average of 28%. A Hydraulic conductivity value of 5.25 x 103 ft/day corresponds to clean sands which make up the aquifer. Aquifer characteristics are summarized in Table 3.4. ' TABLE 3.4 Transmissivity 3.1 x 105 gpd/ft Storage Coefficient 28% I F } Permeability 3.9 x 104 gal/ft2/day Hydraulic Conductivity 5.25 x 103 ft/day I Pump test data/report can be found in Appendix 3.1. The site is located within a Zone II area of contribution for the local groundwater well supply system. ,C,. .-4..1 i„_z..M _ .R ..{•.:..t','1r -X «yJv. i .;! _ '?b d ` `4 3-5 - M & L TLCHNOLOGILS FIGURE 3.5 ZECCO DIVISION 4rorr.waTtr now ra• • 1 - its a wuT Yalr &'LMT {� 1 rO.Tr.OrO, raa&ae■O&RTTa •Ill& loss)so big .O.00/1 NOWINS414 1687 YOrITOAI v 'N cp r + �r•,3 .. rrrrr ...ate: / r � Rb .34.92 9 i A�� �® t 34.9 � 1 a l• ` .'yV 7 ow-6 / 34.95 aii IF�s ® 34.82 aw•1 a ►.RRIr. 34.85 5 W.0 j O®• ®.89 ix'i -3 0.86 34.86 �. 3 4.86 ® �•p� N aQ Owat + f` 34.85 34.8 is o a sr 34.96 `0 «: 35.57 5. � '. Ow• \ it 35 '? 34.8 ` ' x Ow•1. 34.88 r . h 34. . '10 96.6 .; GROUNDWATER ISOPLETH w: ti m a NOVEMBER 1987 ® OSSERVATHM WELLS {� 35.05 2 MOBIL- SERVICE STATION .. >° " a CLUSTER WENS HYANNIS, MASSACHUSETTS " . r A WATER SUPPLY WELL ❑ RECOVERY WELL h .J M & E TECHNOLOGIES FIGURE 3.6 \ " ' : . • ZECCO DIVISION oA0a11owATaa FLOW loaf, i A wa1T PAIN •valor Hoar Yaoao, YA.aAcoullorTa •uaa IN11111-Ulf 111 ` ' i W '.( t1�-•� - - DOaaOat APRIL feet YOMITOa1No DATA 33.65 i J-1 6� 33.63 OW-93'3 OI 33.55 4'� J (81 c ; d** 33.5 + �* 33.61 s r x; x o mm®33.62 33. a❑, ® f0� .a 2 J 33.56 33..wp• 3.51 33. ® �� f ?'a `O033.59 ow. ow-le 033.52 33.57 x } o a S/ 33.61 PUMP Qiv.66 h rypt TAaa I3.8 aLAYOa J r3361 �T0 33.67 °"'''• 33.62 x 33.6 A,.:.i CaN00MIN1U11S ! �,' AM r 33.58 r I, _ II GROUNDWATER ISOPLETH 3: MT � I J. A A� Dw® PRIL 1989 ®"OBSERVATION WECLS ..aaaw DRY 33.95 ;L !4 MOBIL SERVICE STATION WELLs HYANNIS, MASSACHUSETTS `y WATER SUPPLY WELL s RECOVERY WFII ALL VALUES GPooLn* ATER ELEVATIONS• ❑ ;;;. y +' IDENTIFICATION OF PERTINENT PHYSICAL SITE CHARACTERISTICS A base surveym containing ' map g physical characteristics, such as utility lines. and sewers was created by Gale Engineering on December 21, 1987. Several characteristics that may effect local Site groundwater are leaching galleys located along the Rainbow Motel (East side), and a leaching galley located west of the Rainbow Motel lower parking lot. Also to be noted is a leaching catch basin located in the gravel parking area of the Shallow Pond Condominiums. Cluster well Ir is located approximately 10' from this catch basin and could possibly be effected by contaminants in flow from the basin. Basements of the Shallow Pond Condominiums-are of poured concrete slab form. The western section of the Rainbow Motel contains a sand floor basement, the southern section has no basement. A gasoline station had been previously been in operation in the area of the commercial/retail building 1 00'west of the Rainbow Motel. According to Town of Bamstable Fire Department records, all underground storage 'tanks were removed in 1984. See Figure 3.7 for Existing Conditions Map._ See Figure 3.8 for Pertinent Physical Conditions. I F f 1 i j W_ „ ..+ » .o-r ..',i » .•.,.,. max+....=.^s s,,y. .:.,»,4, - _ .k"....,• `.. x-s,"'s. x +...w .a+c.4,4: 3-6 'A.# 'S .'�':^.T'TM ice. �{ .�W� 4'.: 'n f'A; 1 S M.}"Syy.�'{�a•1'7� F,��.�5 `^1».; �in� •.t 1 •a i � ...q^1y3..��.f R.S Y,... ., _ �a ,5€J� �N1-�r S a4M�✓"`S:.��f1� ..5�� S'1' Y�. -F:+T,T'4 a �i. �� �ii.: • � 1�� �'a- 4 {. .. al a! if Ifu g s v , i�iGl y 3 _ _ v '�0' 7 • �/ I ♦ 4! a e _ e ` ' , � \•� .ems - j= �_'� 1��,u �� �° y i'j a!1 y� , # = g •S a.a�„r a *e °� i �1a 1�1 ill) ` IIi � ' e _ Sir r- � _' '°•�.•' � o° i•� ; a 'aa�� i •{• 'P6 'j t ' � � . 4 . y5 y ^=-�aR"' °+,ir :i'. ""rfr' - Sri •� �e`.• -�' sN.:-,+«� .a+ .p, .� _ ..� ..r-rr,..- .+�_ _ *n-aw "A V p.. r \ IYANOUurl mLLS MU 1 tL i;X POND t •j t op ijti do� d#� lop AS ow.4 Wi ® NW-1 ow.? .= L •fil 0% ow.a n ® p Y qq � i' , (� 1 ; d# ow•Ti ow•11 • ow.l o � \ Q9} y PUMP TANK � la�ros ow• ow Cif LI.` LEACHM CATCH e , ow•f CmDommu B FIGURE 3.8 •IT/ °MApACTo AI•TIC• vk.' ow. ' } i ® OBSERVATION WELLS want ® r IY r WCLUSTEg WELLS 46 WAIN SUPPLY WELL }, ❑ RECOVERY WELL LEACHING GALLEY 4 OLD TANK LOCATION (RAWROW) Ro �;., -:u" ..^Y `€ �'K.�_.s :�r tL v• .,1^ e./} �r. 0. .�v � � � ``'�:tii 3 a'., ;--. - 1 4.0 IDENTIFICATION OF SOURCE AND EXTENT OF RELEASE SOURCES OF ALL RELEASE OF OIL OR HAZARDOUS MATERIAL As listed in the Phase JI Scope of Work Plan, the source of leakage subsequent to the line leak of May 1986 was to be determined during excavation of tanks and lines at.the Site. Due to re-scheduling of this excavation, this data will not be available prior to submittal of the Phase II Site Assessment. The release point, at this time, is estimated to be located within the 8,000 gallon super no lead underground storage tank (UST). This conclusion is based on testing of the product lines and USrs at the Site. According to tank testing reports, all product lines tested tight as well as the Regular and No Lead UST's. The Super No Lead tank test was inconclusive. Also, levels of free product found in Site monitoring wells decreased after discontinued use of the Super No Lead UST. See Figure 3.7 for tank locations (Super No Lead-center tank) See Appendix 4.1 for tank/line test of 1988. 1 EXTENT OF OIL AND HAZARDOUS MATERIALS IN ALL MEDIA As seen in monitoring/sampling data the dissolved plume presently extends from the site pump island area downgradient to Shallow Pond. Additional cluster wells were installed adjacent to Shallow Pond (Cluster "U" and 71. Additional deep wells, were installed within the parking lot area (MW-18 and MW-19). 1 Plume limits are shown in Figure 4.1. As seen in this figure, plume limits are approximately RTE 132 to the north, MW-16 to the-east, and MW-5 to the south. Plume limits to the east (Shallow Pond) are felt to extend to the limits of the pond proper. Laboratory analysis for this map are contained in Appendix 4.2. t - Measurable free phase product has not been observed at the site since March 1989. Migration of free product was limited to MW-3, MW-7 and RW- 1. At present, MW-3, MW-7 and MW-17 contain intermittent light films of amber product. After periods of heavy rain, MW-15 contains a light film of dark product. .'*"}%a""' � " '�t' '`_.ki.`N.a «ati.'-,.. '_.�` '.,." 't e � ;tea.«xri+3•»: `_ t LM & TECHNOLOGIES FIGURE 4.1 d. DIVISION •LYM@ MAPMAIM ATRRRT MAARAC■OiRTTR •lilt .' •OYRCIi AOOIL liii AMAITTIC AI DATA •'� n T7i 1 s O-ND 0 ND NO ND Ow-9 ND M.ND S.ND ,= Rw.I D-ND a,•i v uw M•.OS 000, El ow. 35.4 Ow-® `2.1 4 1 83 °+L ON Y7 ! ` PP 6.3 NS . ` 0.2 ® •8 �S NS I`ll o Fj Rrw•1 r, �! S-ND 27.5 p/C7 0 a 0.ND 130 TAMR �� UILAM00 FiE100a1 •`Oypl. ; P19LD w R . 3- i•. c S..08 ® ��5 s. o . tx NO # D-NO k: 0-NO ow-6 PM 14 ND t 4.r • 1 _ MASTS f�N00MINIUMS j r-,�._; BETX ISOPLETH MAP .. _ sobo r I TOTAL BETX CONTENT a' 5 ow® ALL VALUES IN PPMPARKING �.. ®„ oesERVAnoN wElls NS MOBIL SERVICE STATION cxusTER"IDS HYANNIS, MASSACHUSETTS Q WATER SUPPLY WELL APRL 1989t�o; yq ¢ r w As seen in the analytical results, BETX compounds are not detected in the* Uppermost level of the groundwater (0-12' groundwater) within the cluster wells located adjacent to Shallow Pond. BETX compounds are detected from approximately 14'to 28'within the groundwater table. As mentioned previously, groundwater flow in the area indicates flow from the Discharge Pond to towards Shallow Pond, and flow from the Site towards the Rainbow Motel lower parking lot/ Shallow Pond. At present, major interaction between the local groundwater system and Shallow Pond is not expected due to the depth of contamination. As documented by Lee (1977), groundwater seepage into or out of a lake tends to be concentrated near the shore in areas of high permeability surficial deposits. BETX seepage may occur within the lower bed of Shallow Pond to some degree. At this time, no BETX compounds have been detected within the water of Shallow Pond (via EPA method 602). Perimeter°Clean°wells are summarized in Table 4.1. , TABLE 4.1 North MW-8, Cluster X, Cluster W East MW-4, MW-1 f South MW-1, MW-5 Wei Cluster U, Cluster Z - j Impact from the Site groundwater treatment system on the effluent receiving.pond has been determined to be negligible. Sediment samples were collected from the stream bed and analyzed in headspace method utilizing a photoionization meter. No volatile organic aromatics were detected. Iron bacteria deposits associated with the air stripping process have been observed within the stream bed. In addition, a sample was . z collected from the pond proper and analyzed via EPA Method 602. No ~f afi detectable VOC's were found via EPA method 602. Analysis can be found in Appendix 4.3. It should be noted that the-receiving pond also receives road run-off via several catch basins on RTE 132 and Old Strawberry Hill Road: See Figure A for utility locations f - r -31w.• . lt.. 11- J.i.1ti�.:.b c•"'k. e-vkM'_ar3'w Lf./•S. } a+.4,:. d..-m .v,Fw i„ rt,k ., y2 w.3i a-4^R w ._`ir..- ... ..c - 4-2 i,;: t'.7` � ate- ;3,. ;i+. .yn ..ta 'R� ' ac•�.-': '- 3fi � •�""�,� �.� x� � ESTIMATED VOLUME-OF CONTAMINATED GROUNDWATER Utilizing the known extent of the horizontal plume (Section 4.0-Extent of Release),and the extended estimates of vertical extent; it is estimated at this time that the BETX contaminant plume averages 200 feet in width and 700 feet in length by 30 feet in depth. The vertical contaminant plume has been estimated based upon data from several mutti-level design cluster wells installed downgradtent of the release point. Cluster well-"V" has.detection of BETX compounds from 0-25'through the water table (Shallow/Medium wells). The deep well has inconsistently shown trace levels of BETX and will be discounted for these calculations. i Cluster well °Y" has detection of BETX compounds from approximately 14- 28' through the water table. As previously discussed (Section 4.0- Extent of Release), the shallow well (0-8') has no detection of BETX compounds. Monitoring wells within the site generally only extend 8-12' into the water table. In this area, a general approximation of vertical plume depths has ! been made based upon aquifer characteristics and observations from downgradient cluster wells. At present, an average 30' depth of plume is used in the volume calculations. - Based on these estimates: 200'x 700'x 30' = 4,200,000 cubic feet The storage co-efficient (specified yield in unconfined aquifer) of the local aquifer has been determined to be 0.28 (28%). Therefore: 4,200,000 x 0.28 = 1,176,000 ft3 of contaminated groundwater. EXISTING OR POTENTIAL MIGRATION PATHWAYS 1 .... ... . "": -",,.• ..}Cy" ..", .•' •e.yE a r. a ti .. •a:gr,... ° ,..:i?�y' t�. -"� <.aa�.tt .ai.-u:s.'r�7„tom= r ..d�'%.,i'i+.u..-vt - _.a� . yy r .k e Major potential migration pathways through groundwater is limited to Shallow Pond and the receiving waters of Shallow Pond. At present it is not felt that the groundwater system is'actively interchanging with Shallow Pond. Hence groundwater contamination should be limited to the downgradient area of the site•adjacentto Shallow Pond. Soil contamination is present within the pump island area (release of May 1986) and within the release area of the Super No Lead Tank (release of 1988). Soil borings from the original release were not analyzed via headspace or laboratory, therefore, soil contamination is judged qualitatively and assumed to be present. Soil contamination relating to the release of 1988 has been documented by means of boring analysis during installation of RW-2. Soil contamination above 5 ppm, utilizing a photoionization meter, was detected from 5' below grade to the water table (18'). Table 4.2 summarized headspace readings from RW-2. TABLE 4 2 II HEADSPACE ANALYSIS OF SOILS f RW 2. RAC METER READINGS 0-5' 4 PPM 5-10' <5 PPM 10-15' 20 PPM 15-20' 30 PPM AT SATURATED-ZONE 250 PPM EXISTENCE OF PLUME AND POTENTIAL MIGRATION. The existence of a contaminant plume has previously been determined at the site. Potential migration of the plume, beyond its present limits is not expected. As discussed previously in Section 3.0- Characterization of Aquifer and Sectiom4.0. Extent of Release, flow characteristics-have- limited migration north of Route 132 .�s,,..aas _ar .,. ^-♦av�kk �-.k�..n.,.aaxu;rYtu.+..t a°'.MaE,'�-�� �..,- fix-.. ,^ `X x..zs t *sa.',r.F� r .•.<_".r,• ' r'h.�- z""- _ k-. P 9h:.'xy ';i w. `:i `...' 'i. - �3s.+ S F.,.- `.. ' s Y.':`r-Y `%4 tf r, '•tSfi`:•'sV*F "'' ,4;`M : ¢-?q >75. As seen in Figure, piezometric levels indicate a rise in groundwater elevations to the west-southwest of the Rainbow Motel parking lot. (estimated contour from Cluster 7"to Cluster ."r. This slight upgradient slope should contain additional major migration of the dissolve plume. See Figure 4.1 for Plume Map. At present, it is expected that the Shallow Pond area is the downgradient limits of migration. A potential exists for groundwater system discharge to Shallow Pond itself by means of underground spring or the likes of, but is not considered significant at this time. As seen in analytical results, no BEfX compounds have been detected within the waters of Shallow Pond. EXISTING AND POTENTIAL AIR EMISSIONS At present, existing air emission from the release have not been observed. Two soil gas, previously submitted, surveys have been conducted at the site with data suggesting that vapor associated with the product release has failed to migrate through the unsaturated zone. In general, no detection of target BEfX compounds have been found through surface to 10' below grade throughout the site. Buildings adjacent to the site have been monitored utilizing a Photovac photoionization meter. In particular, the basement of the Rainbow Motel, which contains an unsealed sand floor was monitored for the presence of volatile organic compounds (VOC's). VOC's were not detected at anytime. 4'. r. s^ i 5.0 CHARACTERIZATION OF OIL OR HAZARDOUS MATERIALS Gasoline is composed of a large number of different chemical compounds, each with its own physical and chemical properties. Fate and transport of whole gasoline depends on the combination of the properties of its components. As gasoline ages or weathers in the environment, its composition changes;therefore, its physical and chemical properties will change over time. Gasoline is refined to meet certain physical, economic, and performance characteristics, rather than to reach a specific chemical composition. The actual chemical composition depends on the source of the crude, refinery operations, and blending. The desirable properties change over time,and vary geographically. Therefore, there is no uniform composition of gasoline. Representative blends of gasoline are selected for characterization of gasoline properties.The gasoline associated with the Hyannis Mobil Station site may be assumed to be a mix of weathered full- range motor fuel gasoline. It may or may not have included leaded gasoline. The major components of gasoline are all hydrocarbons, and may be classed as alkanes (paraffin series), olefins (alkenes), alicyclic compounds, and aromatics. Among the important additives are the lead alkyl and organic halogens (e.g. EDB) which are added to make leaded gasoline. MOBILITY 1; When gasoline contacts surface or groundwater; it floats and reads over I P the surface. From the surface, the gasoline may evaporate into the air dissolve into the water, and, if other compounds are present, an emulsion may form. There is a wide variability in the water solubility of gasoline components. The lighter aromatics-and olefins (benzene, toluene, xylene, pentanes) are quite soluble;the higher molecular weight alkanes are much less soluble in water (CONCAWE, 1989, p.11-8). Due to high partitioning coefficients, i gasoline components will preferentially partition into any bulk oil that is present, and to organic matter in soils. Contaminant levels in-water are therefore unlikely to reach the saturated concentrations shown in Table 5.1 _ for selected components of gasoline. 5-1 :' .L"" > 7? i" iF t_ 'KS=" 'r[{. t+ A�;+3 �•r.k'>z . +,�,? '$i;"s ' t :�'4y Iqt ' 3 j STABIUTY I Gasoline hydrocarbons are generally stable when subjected to chemical attack. The flash point is below ambient temperatures, as gasoline obviously poses a flammability hazard. Gasoline components photo- oxidize when exposed to sunlight. VOLATIUTY Due to its heterogeneity, gasoline has a wide distillation range. Including seasonal variation, this range extends from 320 C to 2180 C (Shehata, 1985). Gasoline vapor released at first exposure consists predominantly of butanes and pentanes; weathered gasoline contains a correspondingly. lower percentages of low molecular weight hydrocarbons: All of the components will eventually volatilize if there is sufficient exposure to air. Boiling points of some gasoline components are shown in Table 5.1. BIOACCUMULATION petroleum h droc Y - . Organisms may accumulate and release arbon. s. Bioaccumulation or bio concentration factors (BCF) are available for a few gasoline components. Benzene has a fish BCF listed as 10.71/kg; and the fish BCF of ethylbenzene is 37.51/kg (EPA, 1986). The clam, Rangia cuneata, accumulates 6.1 times the-water concentration of naphthalene in its tissues (CONCAWE, 1979 p. II-17). In 24 hours of depuration, 66%of .the naphthalene was-released. Napthalene is a minor constituent of gasoline (<1%),with a low solubility factor.. These bioconcentration factors are several orders of magnitude below those of polychlorinated biphenyls and many pesticides. As discussed previously, active contaminant groundwater discharge to Shallow Pond is not observed at this time. Due to aquifer characteristics; and gasoline characterization factors (solubility, mobility etc.), the potential bioaccumulation is negiigible. Y _ - �a w x�� r r-. . . * � �•.+'t,».� ..ems, �t,. {,ayy}s �s..;h4�..r- �� �..�.�.t� -„4,_..5.+�;.�^� x .'; 54 , k PERSISTENCE Persistence of gasoline in groundwater depends on the processes previously described, such as volatility, and also on biological degradation. Given the right conditions, microorganisms will eventually degrade and metabolize gasoline. Organisms capable of degrading hydrocarbons include bacteria, yeast, and fungi. The presence of adequate amounts of oxygen, phosphorus, and available nitrogen is essential to this process (CONCAWE, 1979, p.IV-5). Biodegradation will be enhanced when temperatures are high, when solubility is increased, and when other carbon sources available to micro-organisms are limited. The aliphatic compounds are degraded more readily than the aromatic compounds by micro-organisms. Among the alkanes, the higher molecular weight compounds are most readily decomposed by micro-organisms (CONCAWE, 1979, p.1-9).. This trend is counteracted by the lower solubility of the lower chain alkanes. DISCUSSION Compared to other groups of organic compounds, the petroleum . hydrocarbons found in gasoline tend to be volatile, fairly mobile in groundwater, chemically stable, moderately persistent, and have a low to t moderate tendency toward bioaccumulation. These are only broad generalities, since there is a wide range of physical properties among the components of gasoline. I i I i ' rya :7 `r-' _ •-i '1�,-.` k =:... ,.* *.. ... y. - '" -. "`'. , .- :5-3 ax:.sA - v , -c.;i Y S }' i 4 '.r ,. y.:l '�Y n-;';y n .fe, ? «•k.„ '_Y�"di i 'Y2 4{, !` £3� .,w* '";£ WR TABLE 5.1 PHYSICAL PROPERTIES OF SELECTED GASOLINE COMPONENTS Percentage of Weight Boiling, Water Solubility Loe Compound Representative Gasoline(1) Point°C(1) mgL at 251 C (2) Kow (3,6) n-Butane 4.3 0 61.4 NA Isopentane 10.2 28 47.8 NA n-Pentane 5.8 36 38.5 NA 2-Pentee 1.6 36 212 NA Cyclopentane 0.5 49 156 NA 2-Methylpentane 3.8 60 13.8 NA n-Hexane 1.5 69 9.5 4.3 (4) Benzene 0.8 80 1750 (3) 1.95-2.13 2,4-Dimethylpentane 1.7 80 0.66 NA 2,2,4-Trimethylpentane S 4.6 99 2.44 NA n-Heptane <_ 2.0 98 2.93 NA Toluene 12.2 111 535 (3) 2.69 �.. Ethylbenzene 1.7 136 152 (3) 3.15 o-Xylene <_ 1.9 144 175 3 1,2,4 Trimethylbenzene 1.6 169 57 NA Tetraethyl Lead NA 200 (4) 0.8 (3) NA Naphthalene 0.1 218 31.3 (5) NA Sources: j 1) EPA,April 1975. "A Study of Vapor Control Methods for Gasoline Marketing Operations, Volume II", EPA 450/3/75-046-6, in Shehata,A.T., 1985. 2) McAuliffe, 1966 and 1969, in CONCAWE,August 1979. "The Environmental Impact of Refinery Effluents",The Hague,pp. IV-90 to IV-95. 3) EPA October 1986, Superfund Public Health Evaluation Manual, EPA/540/1-86/060. { 4) Clement Associates, September 1985. "Chemical,Physical,and Geological Properties of Compounds Present at Hazardous Waste Sites". Prepared for EPA. 5) Eganhouse and Calder, 1976, in CONCAWE,August 1979, p. IV-95. Y _ k .6) Logarithm (base 10)of the octanol-water partitioning coefficient.. �... j. . . .. - . .. Sfi:... ,Y..-.,,° �f-i.'4 �s•..nw}-. .+�: ?x ++ 4. Li-c•9T m.s:"rst t � p� J': t+t� 5,y "" "2. -�*5"n,,.r v �.},S,��t"",:" ,, :::•,.ram a";;u rrs "� 6.0 IDENTIFICATION OF BACKGROUND LEVELS OF OIL AND I HAZARDOUS MATERIALS As seen in "clean"well analytical contained in Appendix 4.1, background levels within the site property are below detection limits for EPA Method 602. For the purposes of the study, it is assumed that general conditions (soil, water) prior to release(s) were below detection limits presently { available for volatile organic compounds. i i . r i `r�s ^}-,. ,.'? *:_.y. �: 5.4. _�,F-Y�� w i # `..-.%..ram ,g"xa+ c x. rgab :<:' W ra,•;.: '' -. , .,. r ;`:*a.•1ry y';_�+.x5- a. t' �' _ S .1' _ S.,fi •x .w F SECTION T.0 HEALTH RISK ASSESSMENT- _ i INTRODUCTION j The Massachusetts Contingency Plan '(MCP) specifies that as part of a Phase II comprehensive site assessment, the risk of harm that a disposal site poses to health, safety, public welfare and the environment must be characterized and evaluated. This is a. public health assessment of risk from contaminated groundwater resulting from leaking underground storage tanks or piping at the Mobil Service Station in Hyannis, Massachusetts. Although contamination could be present in other media at the site, this risk assessment will only focus on public health risks associated with groundwater contamination. When contaminated groundwater comes in contact with soil, the contaminants can adsorb onto the soil. Groundwater can flow into surface water bodies thereby contaminating local lakes, ponds, or rivers. In addition, contaminants can accumulate in the sediments of surface water bodies. Soil, sediment, and surface water contamination will not be considered in this focused risk assessment. • I According to the Massachusetts Draft Interim Guidance for Disposal Site Risk i Characterization, an MCP support document, if standards exist for all of the chemicals of concern at a site for all media, Method 1 can be followed to conduct the risk assessment. This assessment while focused on only one media (i.e. groundwater) there is a potential that other contaminated media are present where standards do not exist. As a result, this risk assessment follows Method 3b guidelines which is appropriate to use where more than one media is contaminated and standards do not exist for every contaminant in every media. In the event that a final risk assessment is required to assess other exposure pathways, information provided here on groundwater i contamination can be inserted into the final assessment. Method 3b is ,described in 310 CMR 40.545(3)(03b. and involves the following: identification of contaminants at the site; presentation of public health standards for the contaminants; toxicity profiles; an exposure assessment including identification of potential human receptors, exposure points, i '4..,.:.. �;y,'S:'"' �t�.e,q ,`!Ri,•F' 71r �v s,.y w .r i�.....w.±;. �n,.�ii.win a� ^.nr..�,a, � -^s,.J.4. �.,E.:' � r'-•r h� -r � r�' 3... ,. . ...+:ss+.•W :i .+e...y,'SL;v-1. �".eX . •{ r 4� ;w .. .. ti • . 3 .c,::, .�:_ , ... _9..: _ _ taY.... .o}' .1- ,ry'•rt* .::.*..+Y-• .tam'��..:.0.w..�,.tea- €ar ..+eM�.+� +l *n w.Ei 1 'ir q" e„t,: ? ti.. t �t,vM, ��il yl x';+u- x}..y•�,. .,A.'v y a v'.'F 5 Y ;, ",,,.z.l .. o'l- exposure routes, and exposure point concentrations; and a risk characterization where the exposure point concentrations are compared to public health standards and both noncarcinogenic and carcinogenic health risks i are quantified. 'In addition, site-specific cleanup levels are proposed based i on target risk and hazard levels of one half of the MCP total site risk limits. This focused public health risk assessment does not include an evaluation of safety, public- welfare and environmental risk, since these topics would be more appropriately covered in the final risk assessment when all media are considered. I .. i HAZARD IDENTIFICATION In May 1986, free product was discovered in monitoring wells downgradient from the gasoline tanks at the Mobil station in Hyannis, Massachusetts. Local groundwater has been identified in Section 1 as flowing in a westerly direction toward Shallow Pond (see Figure 7-1) . Groundwater sampling has been conducted and has revealed the contamination of several wells surrounding and downgradient of the tanks which enabled the delineation of the gasoline plume (see Section 2) . Gasoline contains many compounds as listed in Appendix A and can be split into four major groups of hydrocarbons: alkanes, olefins, alicyclic compounds, and aromatic compounds. Alkanes, olefins, and alicyclic compounds exhibit relatively low toxicity and aromatic hydrocarbons have generally been regarded as the most toxic fraction of petroleum products (MDHS, 1985) . The aromatic fraction contains benzene which is the most toxic component because of its l volatility, toxicity, and carcinogenic potential. Thus, the toxicity of groundwater used as drinking water will be determined largely on the basis of benzene content. Other organic compounds which appear in relatively high concentrations in gasoline and will be considered in the risk assessment are ; e.thylbenzene, toluene, and xylenes. These four indicator chemicals are commonly referred to as BETX and are often used to evaluate contaminant migration and toxicity from gasoline. ... :. YR 4+0•t.. �:',�;� ++,v.n-;+s }� 't"as.. .-. a5i.,, 4 $.� :a .r.-a.,. .... - .,. ...xh .... • t POND 9� i A0. (� / loe o / 04 o` P ow.• ® ' ® 9q, 0# 4 , ow.11 t y v m• �' W 17 otwis ow.1 ® \gyp\ ow-le away 1 4 0 .3 TANK FIELD to d er .. ow• 4 _ CONOOmmiu Is -, -„*� FIGURE 7-1 s, r ,- ten•..../ �` t rco W ow. SITE PLAN .. 3 . VAAKrM OBSERVATION WELLS MOBIL. SERVICE STATION f`' ®"cxusTeR wens HYANNIS; MASSACHUSETTS Q F`WATER SUPPLY WELL ❑ . RECOVERY WELL j 3 t Table 7-1 contains the results of December 1988 well sampling for BETX in vicinity of the site. Locations of wells are depicted on Figure 7-1 . The well samples were analyzed for benzene, ethylbenzene, toluene, and total xylenes as well as for chlorobenzene, 1 ,2-dichlorobenzene, 1 ,3- dichlorobenzene, and 1 ,4-dichlorobenzene. Chlorobenzene, 1 ,2-dichlorobenzene, and 1,3-dichlorobenzene were not detected in any of the wells; 1 ,4- dichlorobenzene was detected only in well X deep at a level of 5.6 ppb with an associated detection limit of 5 ppb (Table 7-1 ). None of the chlorinated benzenes are included in subsequent evaluation of risk. t Average plume concentrations of BETX were calculated, using data from those wells that appeared to be located within the groundwater plume. Data from wells RW-2, OW-6, 10, 11 , 12, 13, 15, 16, 18, 19, T,V, and Y were used to calculate averages. The data not used in the average were from wells where none of the four contaminants were detected, and. where locations were either upgradient or appeared to be outside the plume. Mean concentrations of the indicator chemicals were calculated by two different methods; one method used zero for the concentration when the compound was not detected and the other method used the detection limit as the concentration where the contaminant was not detected. f z � 1 Another round of sampling was performed at the monitoring wells on and near the site in February. These data are presented in Table 7-2. The results are similar to the results obtained in December, 1988 with slightly lower mean concentrations. The December, 1988 data will be used in the risk characterization since concentration levels are higher and therefore more conservative. i In February 1989 unfiltered groundwater samples were analyzed for total lead, the results are shown in Table 7-2. Total lead detected in the February 1989 j samples cannot be attributed to the service station, and is not included as an indicator chemical. The total lead and BTEX were not found to be co-located in the environment and a groundwater plume for lead was not apparent. High } concentrations of total lead were detected in all of the wells in the OW-U cluster, none of the four organic indicator chemicals were detected in OW-U, ' } <•.tµY' 4-• "je ^i6 T?a`e - ss:ft','1'^S'_. } m'; �^'t '° `'. W :r ,,, 7 TABLE 7-1. CONCENTRATION LEVELS Of INDICATOR CHEMICALS IN WEL Sampling performed in December, 1988 Concentrations in ug/l TOTAL WELL # (1) BENZENE ETHYLBENZENE TOLUENE . XYLENES -------------------------------------------------------------- RW-2 '26000 7300 7300D 30000 _ OW-4 * • OW-5 * i W-6 1100 620 4100 3200 OW-8 OW-9 OW-10 ( 6500 1200 3600 5200 OW-11 920 1600 8300 8000 OW-12 * 3300 7300 12000 OW-13 200 260 430 700 OW-15 26000 5600 69000 29000 OW-16 3400 500 * 890 f OW-18 95 57 OW-19 180 * 230 770 OW-T,S 11D 150 240 320 OW-T,M 140 160 260 340 OW-T,D 370 550 1300 1600 OW-U,S OW-U,M OW-U,D • OW-v,S • * • 170 i OW-V,D 22 a� OW-W,S OW-W,M ' W-W,D OW-X,S W-X,M : W=X,D * * * r OW-Y,S • • W-Y,M W-Y,D 280 770 * 1200 } W-2,M W-2,D TAP WATER MEAN (2a) 3438 1161 8761 4940 MEAN (2b) 3456 1179 8785 4941 MAXIMUM- 26000 7300 73000 30000 ------------I------------------------------ ---------------- _ * indicates compound is below the detection limit Detection limits in Appendix B - (1) S = Shallow, M = Medium, D = Deep (2) Means-calculated using wells RW-2, and W-6, 10, 11, 12, 13, 15, 16, 18, 19, T, V, and Y. a. Mean calculated using 0 when compound not detected b. Mean calculated using the detection timit when compoun not detected '--... ..., .. _ ,. _. '�-.,»�.<. .: „k.a....,v�s:.ws ,.,��as».. .,.'�"+:', i ..'.s�s' W- •is.- 1...-ss.�'H...,.,•,;:::� �..-:-" - y yir- TS hh.� K 6 � ,t'y�R� t %.✓ 3'" � `�,Y ry �'A�-J�'fie. "}� TABLE 7-2. CONCENTRATION LEVELS OF INDICATOR CHEMICALS IN WELLS Sampling performed in February 1989 Concentrations in ug/l _____________________••__--___-•_•-._-_____•_.___•_.__.__._______._.___. TOTAL TOTAL TOTAL WELL # (1) BENZENE ETHYLBENZENE TOLUENE XYLENES LEAD LEAD(2) ---------------------------------------------------------------------------------- RW-2 23000 5600 58000 24000 OW-4 * * * * * - OW-5 OW-6 930 320 3100 1900 * _ OW-7 4400 2000 14000 11000 51 OW-8 - OW-9 OW-10 6500 840 2100 4400 58 OW-11 1500 2200 14000 13000 OW-12 ( * 3300 10000 15000 51 OW-13 550 520 1500 1400 OW-15 17000 3100 46000 17000 OW-16 3500 300 * 310 OW-18 36 11 * 65 * - OW-19 130 * * 400 - OW-T,S 14 11 * 38 OW-T,M ( 50 * * * • OW-T,D 650 480 770 1100 OW-U,S * * * ' 130 • OW-U,M * * * * 850 OW-U,D * * * * 860 OW-V,S * * * 100 OW-V,M * 68 * 310 II OW-V,D 8 *' OW-W,S _ OW-W,M * * * * * - OW-W,D * • OW-X,S * * * * * - OW-X,M OW-X,D OW-Y,S * * * * 100 OW-Y,M 20 12 OW-Y,D 630 230 * 230 • OW-Z,M - OW-Z,D * * * * * - TAP WATER MEAN (3a) 2806 904 7118 .4298 12 MEAN (3b) 2960 955 7494 4514 53 MAXIMUM 23000 5600 58000 24000 860 * . SHALLOW POND •. * * * * _ s ----------- -- ------------------------- --- *,indicates compound is below the detection limit indicates not analyzed Detection limits in Appendix B (1) S— Shallow, N = Medium, D = Deep (2) Filtered lead samples collected in April, 1989. (3) Means calculated using wells RW-2, and OW-6, 101 11, 12, - : ." � 13, 15,-16, 18, 19,'T;'.V;"and Y: a :Mean calculated using O when compound not detected - ,, b.,,Aean calculated Using the detection limit'when compound not detected. ; ati - Lk . rx T F¢n t and total lead was not detected in wells located between the service station and OW-U. In a subsequent sampling episode, those wells where lead was detected in unfiltered samples were resampled and filtered to remove particulates. Lead was not detected in any of the unfiltered samples. This indicates that the lead detected in unfiltered samples is likely a reflection of the quantity of particulates in the sample and not a reflection of soluble lead migrating in groundwater. Shallow Pond, located downgradient of the Mobil station, was also sampled in February 1989; BETX and total lead concentrations in the pond were lower than the detection limits. Detection limits used during analyses of these compounds are presented in Appendix B. i Presentation of Standards Applicable or suitably analogous public health standards, as specified in the draft state guidance, are presented in Table 7-3. The standards presented are both Massachusetts groundwater quality standards, and federal maximum contaminant levels (MCLs) and maximum contaminant level goals (MCLGs) developed under the Safe Drinking Water Act (SDWA) . Groundwater aquifers on Cape Cod are all considered "sole-source aquifers" defined in the SDWA as the sole or principal drinking water source for the area which if contaminated would create a significant hazard. to public health. Both groundwater and drinking water standards are applicable for comparison with contaminant concentrations. The Massachusetts Ground Water Quality Standards consist of groundwater classifications, which designate and assign the uses for which the various_ groundwaters of the Commonwealth shall be maintained and protected. Most of the groundwater in the state is Class I or II. In general, for Class I and II groundwater, pollutants should not be present in amounts sufficient to render groundwater detrimental to public health and welfare or impair the groundwater for use as a source-of potable water. It is also specified that the level of n. - - "e'i ... - k• 7-1_ kk"'.i• •'4 •`+tM �`':d'3 �.'.e P'..,y._Ycsy`�' ..Ya 'K•"vn"... .. • ? • .....w.. -^ • F r.a - . � F {`.45.._°`i}-.S YCa•'.h��t}a Yi•sn�Y#'�'r Z'y+§�VyRi `?"w3�3; r.Y• .. - TABLE 7-3. PUBLIC HEALTH STANDARDS AND CRITERIA Standard I, Compound (ug/1) Reference s Benzene 5 State Groundwater Standard, 5 Federal MCL(a) 0. Federal MCLG Ethylbenzene 486 State Groundwater Standard, 680 Federal Proposed MCLG Toluene 2,000 State Groundwater Standard, 1 2,000 Federal Proposed MCLG and MCL Total Xylenes 620 State Groundwater Standard, 10,000 Federal Proposed MCLG and MCL Source: Mass. DEQE. Draft Interim Guidance for Disposal Site Risk Characterization - In Support of the Massachusetts Contingency Plan, October, 1988. g y (a) Federal Safe Drinking Water Act, Maximum Contaminant Level (MCL) , Proposed Maximum Contaminant Level Goals (MCLG), and Secondary Maximum Contaminant Level a toxic pollutant in Class I and Class II groundwaters shall not be present in �:. a concentration which would result in greater than one additional incident of cancer in 100,000 given a lifetime exposure ( 1 x 10-5 excess lifetime cancer risk) . MCLGs are nonenforceable health goals set with a margin. of safety at a level where no health effect is anticipated. MCLs are enforceable standards for substances in public water supplies. The MCL is set as close to the MCLG as is technically feasible while taking cost into consideration. The proposed MCL and MCLG for Xylene is substantially higher than the Massachusetts groundwater standard and much higher than the previously { proposed MCLG- of 0.44 u/l. The proposed MCLG and MCL cited have not been , published in the Federal Register, but based on conversations with the U.S. EPA Office of Drinking Water, the criteria have been signed and will be 3^ ` -'.1-V N published by June 1989. The new value is based on updated toxicity data, where results from an ingestion study replace previous results based on a study where animals were exposed b inhalation y (U.S. EPA, 1989e). � In each case, the Massachusetts groundwater standard is equal to or lower than the federal MCL. The more stringent state standards are used for comparison with measured groundwater concentrations in the subsequent section on Risk Characterization. Toxicity Profiles The transport of contaminants in groundwater and the eventual fate of the contaminants in the environment are governed by complex interactions with the physical,. chemical, and biological environment. Following migration in the environment, human exposure to contaminants may cause health effects. In this section, physical and chemical properties of the indicator chemicals and toxicological profiles are presented to assist in understanding how contaminants migrate in the environment, what the potential health effects are, and why the environmental and health criteria are set at their current levels. ! Chemical and Physical Properties The chemical and physical properties of the indicator chemicals are directly related to their transport and fate in the environment. Table 7-4 lists the chemical and h sical p y properties of benzene, toluene, ethylbenzene, and ] - x lene. The - i y parameters listed in Table 7-4 are defined below. TABLE 7-4. CHEMICAL AND PHYSICAL PROPERTIES OF INDICATOR CHEMICALS Molecular Water Solubility Henry's Law Weight (mg/1) Log Consta t Compound (g/mol) @ 20-300C Kow ..(atm-m /mole) Benzene 78 1 ,750 -3 2. 12 Ethylbenzene 106 � '5.59 x 10 152 3.15 6.43 x 10_3 Toluene 92 535 2.73 6.37 x .10 Total Xylenes 106 198 3.26 .7.04 x 1.0-3 Source: USEPA, Superfund Public- Health Manual, EPA/540/1-86/060, October, 1986. ' 41 7-9 N ;r Molecular Weight. This physical parameter is the sum of the atoms that make up a compound. As a general rule, chemicals with a lower molecular weight will be more mobile in the environment. Water Solubility. This factor describes the extent of miscibility of a compound in water. It is the maximum concentration of a chemical that dissolves in pure water at a specific temperature and pH. A high water solubility is associated with a chemical that is more likely to migrate to and within groundwater. In addition, high solubility is in general associated with higher biodegradability and lower volatilization rates (USEPA, 1986) . Log Octanol-Water Partition Coefficient (Log Kow). The log octanol-water partition coefficient is an expression of the relative solubility of a 3' chemical in octanol (an organic solvent) as compared to water. This i.s an important factor for determining the equilibrium concentration of a chemical in soil and water. It is used to determine the tendency of a contaminant to be sorbed to sediment or soil. A high log Kow indicates a greater tendency for the contaminant to remain sorbed to organics in soil, while a low log Kow indicates a tendency for the contaminant to migrate into and through groundwater. Henry's Law Constant. This constant is a measure of chemical volatility which combines vapor pressure. with solubility and molecular weight. It is appropriate for estimating releases to air from contaminated water. a Sorption on organic materials (in soil) is expected to be an important mechanism for removal of BTEX from groundwater. Each compound is also expected to be degraded by microorganisms, but at different rates. All of the compounds. are volatile as is evidenced by their high Henry's Law Constant. -The relatively high water solibility of benzene indicates a strong tendency. to move into and through groundwater, biodegradation by microbes probably .occurs, and the rate of degradation maybe increased if other hydrocarbons are also present. (Clement, 1985). Toluene is expected to move through. groundwater., and it is known to -be degraded by microbes (Clement, 1985) . Ethylbenzene has i « .y _ _4, '; x. -..s.t• ''e+ s.. W xi rC"`a §t-t w .7-,10 ..i. "' s ..ga5.g*.:.:'�.` .w.. h. .w'r»+w.. �-�-. __�ltt�+r-,. .-z+-•� .>. a�;.� ..�.s .- r,,:+k 5�:`r - .. s..,++:w..__ ..—,j'.. u �o a,'ef.3 r y Y4 z.:, _.' .._, ,'..yA _" y '},ia 'vf_ "�,ti.�. t1'• ; r'7'--»'t4s a higher octanol-water partitioning coefficient, sorption to organic materials --- is expected to be more significant than for benzene and toluene The rela tive I importance of degradation by soil .microorganisms has not been evaluated (Clement, 1985). Xylene is also expected to bind to organic materials and there is evidence of rapid degradation of xylene by microorganisms. Toxicological Properties i Toxicological properties of the indicator compounds are provided to give background information on the derivation of public health standards and to present dose-response information. References used to obtain toxicity data include: ( 1 ) the Integrated Risk Information System (USEPA, 1988, 1989 b,c,d) , an EPA-maintained computer database, (2) Health Effects Assessment Summary Tables (U.S. EPA, 1989a), (3) Health Effects Assessment Documents- . f (USEPA, 1984 a,b) , (4) Toxicological Profile Draft Documents (USPHS, 1987 a,b) , and (5) Health Advisory for 25 Organic Chemicals (USEPA, 1987). A summary of toxicity data including the weight of evidence, carcinogenic potency factor, reference dose and. critical effects are presented in Table 7-5. Toxicological properties are presented in greater detail in Appendix C. In the Superfund Public Health Evaluation Manual (U.S. EPA, 1986) , the Carcinogenic Potency Factor (CPF) is defined as an upper 95 percent confidence limit on the probability of carcinogenic response per unit intake of a chemical over a lifetime. The 95 percent confidence limit conventionally referred to implies a greater degree of accuracy than is currently available given the uncertainty associated with calculating CPF values. However, the CPF is generally considered the plausible upper bound value. The. CPF is the generally accepted approach to convert estimated intake levels directly to estimated plausible upper bound incremental risk as described in the Risk -Characterization. CPFs are presented for those chemicals considered .by the F EPA to be human carcinogens or probable human carcinogens. The EPA weight of ;.a .. h .. evidence refers to evidence of carcinogenicity, with Group A signifying a } known human carcinogen and Group D signifying no classification (see Appendix C, Table C-1) . In general, the weight of evidence is classified by a-e:-. 3i 1—1 1 - qin wb• p.rr rrKY' x+. "t'"'s. �a..Yuk .3'•Aty.'!;'d k y $, TABLE 7-5. HAZARD IDENTIFICATION r Indicator Weight of CPF (a) RfD (mg/kg/day) Critical "Compound - Evidence (mg/kg/day)-1 Subchronic Chronic Effect F. .. (CAS No. ) (" Benzene A 2.9x10-2(b, c) 0.007(d) 0.0007(c) Leukopenia(e) �,Ethylbenzene D - 1.0(c) 0. 1(c) Hepatotoxicity, nephrotoxicity(a) - =` ( 100-41-4) ¢, Toluene D - 1.0(b) 1.0(b) Central nervous system' effects(a) ,. ( 108-88-3) 0.4(c) 0.3(c) Central nervous system effects(a) °X lene D - 0.7(b) 0.4(b) fetotoxicit (a) _ 4.0(c) 2.0(c) hyperactivity, decreased body weight(a) '(a) U.S. EPA Integrated Risk Information System, 1988, 1989: U.S. EPA Health Effect Summary 'Tables, March, 1989, . a r : 4 (b)' Inhalation exposure route ' t Jc) Ingestion exposure route (d) Derived value, see toxicity profiles for benzene N (e) U.S. EPA Toxicological Profile for Benzene, Draft, •March 1988 r a• EPA without regard to route of exposure, and route specific information is' included in the CPF determination. The values for reference dose (RfD) are generated by the EPA based on the assumption that threshoid levels exist for noncarcinogenic health effects (U.S. EPA, 1986) . The RfD is considered to be the level unlikely to cause significant adverse health effects associated with a threshold mechanism of action in humans exposed for a lifetime. The RfD is used for comparison with calculated intake levels as discussed in the Risk Characterization. EXPOSURE ASSEssmENT Potential populations who could be affected by the contaminated groundwater include residences or businesses located downgradient from the Mobil Station. The station itself uses water from its own well onsite upgradient of contamination. Buildings directly downgradient from the station include the Rainbow Motel and condominiums which are both serviced by a private water company. At this time there are no known drinking water wells immediately downgradient from the site. Although there are no known drinking water wells impacted by the contaminant plume, since groundwater in the area is classified and protected as a potential future drinking water supply, exposure from potable water use is evaluated. Possible routes of exposure to the contaminated groundwater include ingestion, inhalation, and dermal absorption. Organic contaminants may volatilize from water obtained from within the plume, when showering, while washing dishes or during other uses of potable water. Inhalation of chemicals may occur following volatilization. Dermal absorption of contaminants through the skin can occur while taking a bath, shower or any time skin is in contact with water. } Exposure Points Concentrations Y :G Once the routes of exposure have been determined, exposure point concentrations`-are selected or estimated. The exposure point concentrations are the concentrations measured in the on-site monitoring wells during the . i. « ... a:,-.,¢jye... ss yv..: ,_� i-+2 -�..,.,�s � .,. •�i,,. �;'-:. .-- e'�w -.�'��1 r. ..� sn. .. _ s - .., .. - _ �-.:r."a�-.r. ..3 v .. � 'z' `'I vK T'�i '�rrt�':� � �� $z �..,3„,^'�r'�t-` "' _ ;-�.•. �,s.. . � n*�w v r`'�s Y� sampling episode. This will be a conservative approach since the contaminant concentrations are likely to decrease by the time the groundwater reaches potential downgradient populations. Subchronic exposures are estimated•using maximum concentrations. This allows the evaluation of potential short-term exposure to the high concentrations measured. To evaluate chronic exposures, average concentrations in the contaminant plume are used to reflect a representative value for long term- exposure. As was previously discussed, wells OW-4, 5, 8, 9, U, V, W, X, Z and tapwater samples were not included in the calculation of an average, since none of the four contaminants were detected in any of the wells, and the locations were either upgradient, or appeared to be outside the plume. Two averages were calculated for each contaminant (see Table 7-6) . The first was calculated using zero where the contaminant was not detected. The second was calculated using the detection limit where the contaminant was not detected. The true average is expected to fall between the two numbers. The numbers are very close, as a result, only the second more conservative averages (using detection limits) are included in subsequent calculations. Calculation of Dose i i The average daily dose (ADD) received by a receptor from use of water as a potable water supply is a sum of the ADDs for ingestion of drinking water. (ADDdwi) dermal contact with the water (ADDdwd) and inhalation of volatilized chemicals from the water (ADDdwinh) (Mass. DEQE, 1988) . The ADD for ingestion is calculated as C w * VI * BAF * DZ ADDdwi = BW * AP where, Cw is the concentration of .the chemical in water, VI is the daily volume:ofywater ingested, BAF is the bioavailability factor, D2 is duration of the exposure period, BW is the average weight of the receptor during the exposure period, and AP is the period .over which the exposure is averaged. 1 7 . 14 TABLE 7-6. EXPOSURE POINT CONCENTRATIONS " CONCENTRATIONS IN µg/1 Average Using Average Using Zero(b) Detection Limits(c) Maximum Benzene 3,438 3,456 26,000 Ethylbenzene 1 , 161 1 , 179 7,300 Toluene 8,761 8,785 73,000 Xylene (total) ..4,940 4,941 30,000 (a) Averages calculated using wells RW2, OW-6, 10, 11 , 12, 13, 15, 16, 18, 19, T, V, and Y. N (b) Average calculated using zero where contaminant was not detected. (c) Average calculated using the detection limit where the- contaminant was not detected. Assumptions used to calculate dose are listed in Table 7-7. Subehronic exposures are calculated to evaluate potential effects from high-concentration short-term exposures to a sensitive population. The sensitive population evaluated is a child. Chronic exposures are evaluated to assess potential health effects from average exposures to the general population over a lifetime. Adult ingestion rates and body weights are used. To calculate ADD for dermal and inhaled exposures, following direction in the I t Massachusetts Guidance document (Mass. DEQE, 1986) both inhaled and dermal F doses are assumed to equal the ingested dose. Inhalation of volatile organic compounds* released from contaminated water during showers and other domestic water uses have been evaluated by some investigators to be important exposure pathway (MDHS, 1985; Clark, 1987; I Andelman, 1985). Determination of the relative contribution of 'an inhaled exposure to volatile organic compounds to ingested exposure have been as high as an estimate by Clark et al. ( 1987) of an inhaled exposure in an enclosed shower stall representing eight times the intake from ingestion. In the cited study, a lower drinking water ingestion rate was used than is used when 'deriving drinking water standards Others- have found an inhaled exposure to contaminants in drinking water to represent 18 to 97 percent of the" ingested dose (MDHS, 1985) . ..�,7-15 s-"�5�.#' ,. 6 iy i.Y �� f F '^"r '1 %a: c, ti,K,` r �.. +s,�`�',r3 �r,�„^,c• x F,r "' -a:. '= i�j"t� C'v''t''` - `S TABLE 7-7. ASSUMPTIONS USED TO CALCULATE DOSE Subchronic Chronic Parameter Exposure Exposure Water concentration maximum average (ug/l or ppb) Volume of Water Ingested 1 (a) 2 (a) (1/day) Bioavailability Factor 1 1 ! i Duration of Exposure 1 month . 70 years Average Body Weight 10 (a) 70 (a) (kilograms) Averaging Period 1 month 70 years y (a) Values from (Mass. DEQE, 1988) . j Exposure to contaminants from dermal contact with water during daily use vary depending on: ( 1 ) the nature of the contaminant, (2) the presence of other compounds that might facilitate absorption into the skin, (3) the permeability of the skin. Generally, only lipid-soluble,. nonionizing compounds are important when evaluating absorption through the skin (U.S. EPA, 1988) . Brown, Bishop, and Rowan (1984) reported that when compared with ingestion, dermal absorption of volatile organic compounds in drinking water can account for approximately 29 to 91 percent of the total dose incurred. Estimations of dose are presented in Table 7-8. The subchr.onic dose from a short-term high concentration exposure to a child ranges from 21 to 29 times larger than the chronic lifetime dose. RISK CHARACTERIZATION i - Introduction The risk characterization associated with the no-action or baseline risk assessment is presented in three parts: . a comparison of contaminant levels i.V g. 'sE _ p ,...,�;. •. *vowe•s.:as,r..... _ ,t Y . fi t TABLE 7-8. ESTIMATED DOSE FROM EXPOSURE TO GROUNDWATER AS A POTABLE WATER SUPPLY Mobit Station - Hyannis. Massachusetts + AVERAGE DAILY DOSE (ADD) (1) Concentration Ingested Dose Inhatation Dose Dermal Dose in Water (ug/t) (mg/kg/day) (mg/kg/day) (mg/kg/day) Cwpxjnd Maximum Mean Subchr. Chronic Subchr. Chronic Subchr- Chronic _ 1 i l Benzene 26000 3456 2.60 0.10 2.60 0.10 2.60 0.10 Ethytbenzene 7300 1179 0.73 0.03 0.73 0.03 0.73 0.03 Toluene 73000 8785 7.30 0.25 7.30 0.25 7.30 0.25 Xytene 30000 4941 3.00 0.14 3.00 0.14 3.00 0.14 i i NOTES: (1) Average Daity Dose- Subchronic Ingested Dose = (conc. in water) x (1 titers/day) / (10 kg body weight) (1 month/1 month) Chronic Ingested Dose = (cone- in water) x (2 liters/day) / (70 kg body weight)(70 years/70 years) Ingested Dose=Inhated Dose=Oermat Dose i III 14, I, r z x � '�• v.Y'�' - r':t. ._ -..,,.e. st+4+ ),e+:,'"' ?ALaS:.. - r4s.:`4+.0 �r eY.-A> ✓ e �-�; w.-.. .. -•- ..i. .. .- -,.dv � .. t �l r�,.:=..ilj..Mik;.1!...1` .u,�i.n { . �.+ t_ .-.ia�l-�.i>'•M1Jr.M.?�KS`.�''Mfxc.R«fe'.r-.gar{.:..:fl�X.c.,,,. - -IlP r. @. .,t' .. J.w1 ,.,'i ..i.•n 3w ' ,}.>=.'".ltS x ."k`n'^'^w +cavT{.H .Z. `7S.F „t .. _ .i, s r z•i;. F'vTt' - f :�i with standards or criteria, a comparison of estimated human dose with a reference dose level, and a calculation of increased lifetime cancer risk. The standards. or criteria used for comparison are Massachusetts Groundwater Quality Standards. Reference dose (RfD) levels are based on the assumption that thresholds exist for noncarcinogenic health. effects. An RfD (chronic) is the level unlikely to cause significant noncarcinogenic adverse health effects in humans exposed for a lifetime. An RfD (subchronic) is the level unlikely to causes adverse health effects in humans exposed for a short duration such as one to three months. When the calculated dose (chronic or subchronic) is greater than the RfD, this indicates that adverse health effects from a lifetime exposure may occur. Conversely, a dose less than the RfD indicates that the health effects are not expected to occur. A hazard ratio is the ratio of .estimated dose to RfD; it is calculated for i each of the indicator chemicals. A hazard ratio of less than one means the ' calculated dose is less than the reference dose, and adverse health effects are not likely. Where route-specific RfDs are available they are used. The RfD for ingestion is used to evaluate the hazard associated with both ingested and dermal exposure, and when only the RfD for ingestion is available, it is used to evaluate all three exposure routes. To assess chemical-specific hazard, the hazard ratio for each exposure route is added. Since the critical ' effect for each of the chemicals acts on a different organ or system (Table 7-5) , the chemical-specific hazard ratios are not summed, and each chemical-specific hazard ratio is considered a separate hazard index. A hazard ratio or hazard index of greater than one indicates that adverse health effects may occur from the exposure; the ratio does not by itself indicate that adverse effects will occur, as there are.margins of safety and/or uncertainty in the derivation of the RfDs upon which the ratios are based. Margins of safety or safety factors are generally multiples of 10, each representing a specific area of uncertainty to which a factor of. .10 are often applied are: (1) expected differences in responsiveness between humansI, and animals in prolonged exposure studies, (2) the variability among individuals within the human population, and (3) incomplete date (U.S. EPA 1988, IRIS) . `r` +'. �� .`t �'Lt°:'iy�.,• -,R,. y a.. _ .c u `.ti_ "4z+. 'k �.1—1lJ r_. a„- y ; x+,+`. ++W-�•- u . ^•��t • .�i. - r .. ,2. A '}7. a"� .2.i �jV- rM �.ite�- y: e�.i} .�. r''ff;� .- r Increased lifetime cancer risk from exposure to benzene is calculated by multiplying the chronic total dose by the carcinogenic potency factor (CPF) . The chronic total dose is a sum of the route-specific doses. This calculation _ i is only valid at low risk levels (less than 1x10-2) where a linear relationship is expected. The increased individual lifetime cancer risk associated with a given exposure is expressed. as a small fraction (e.g. , 1x10-6 or one in a million) . It I represents the incremental increase in an individual's lifetime risk or chance. of developing cancer that is attributable to that exposure. Another way to view a one-in-a-million risk is that given an exposure to a million persons, one additional cancer is likely to occur from the exposure. The level of increased cancer risk considered negligible is still widely debated, but among scientific and regulatory communities the range of 1x10-4 to 1x10-7 is often considered the target risk range. The Massachusetts Contingency Plan (MCP) identifies an overall site target risk level of 1x16-5. Results A comparison of maximum and mean contaminant concentrations in the groundwater indicate that state groundwater quality standards are exceeded for all of the indicator compounds at the site (Table 7-9) . The maximum concentrations of contaminants exceed state standards by a factor of 15 for ethylbenzene to 5200 for benzene. TABLE 7-9. COMPARISON OF GROUNDWATER CONCENTRATIONS WITH STANDARDS Massachusetts Ratio of Concentration Concentration (ug/l) Groundwater to State Standard Standard Compound Maximum Mean* (ug/1) Maximum Mean Benzene 26,000 3,456 5 5,200 691 .2 Ethylbenzene_ 7,300 1 , 179 486 15 2.4 Toluene .73,000 8,785 2,000 36.5 4.4 Xylene 30,000 4,941 620 48.4 8.0 * See Table 3 L. tv ..... -..+s'.•.... .. ,ter. .a.�F t-7—1 9 .%".r.sJI�ePNf.i`e. +A,.:"`...C.F ,w+d y�'T.�y., d,f;.'.�i'- 'tir.:'-?M'..-r•..tw �r.'.''s. _.... f d e h,^ K i14 c xk ,. x + y r W t•& �m, 4 v 2 t _ r.;a: An estimation of hazard and upperbound increased lifetime cancer risk are presented in Table 7-10. The chemical-specific hazard ratios are each considered a separate hazard index. The subchronic hazard indices all exceed one, indicating that adverse health effects may occur from a short-term exposure- to maximum concentrations 'of contaminants in groundwater at the site. The subchronic hazard indices range from 2.2 for ethylbenzene to 1 , 100 for benzene. The hazard indices for chronic exposure to benzene, ethylbenzene and toluene I are equal to or greater than one, indicating adverse health effects may occur from a lifetime exposure. to average concentrations of contaminants detected. Chronic hazard indices range from 0.5 for xylene to 420 for benzene. The upperbound increased lifetime cancer risk from exposure to benzene from groundwater at the site is 8.6x10-3. This. exceeds the total site target risk {� level of 1x10-5 by a factor of 860. DEVELOPMENT OF TARGET CLEANUP LEVELS The MCP identifies the total site noncarcinogenic risk limit as a hazard indeg of 0.2, .and the total site cancer risk limit as 1 x 10 In this focused risk assessment, only the risks associated with contaminated groundwater have been. evaluated. Since other contaminated media may exist from the underground storage system leak, the target risk limits for groundwater have been proposed as one half the total site risk limits, or a hazard index of 0. 1 for noncarcinogenic risk and an upperbound increased lifetime cancer risk of 5 x 10- 3 Target cleanup levels are developed by considering the following criteria (Table 7-11): • Applicable standards • Results from the public health risk assessment • Background concentrations ry • Analytical detection limits 20 r+. '�'. ._ 4 .✓ ..nn. 'V'. a.iV: .. ,1, h 6 Ta+ .` YTA{ — — .w�' ..Tc. :.,. _ -sw.s3'+a:G...�. zr.s -riwd.1+':""�- .14�-- i'a.L .+'s'rtTm`. . .:y:� '",t, a• > t f,.:t-,r " t`.'^ •, ..:fin-' _. ...:.s..id<..,ymt,;:..�='tip-.ram. - . a t s • i 1 s TABLE 7-10. CHARACTERIZATION Of RISK FROM EXPOSURE TO CONTAMINANTS IN GROUNDI/AIER Mobil Station - Hyannis, Massachusetts AVERAGE DAILY DOSE (ADO) (1) REFERENCE DOSE (2) HAZARD RATIO (3) Total tCncentration Ingested Dose Inhalation Dose Dermal Dose Irgestcd Inhaletian Ingested Inhaled Oermal CAemieal-Specific Water (ug/U (mg/kg/d.y) (sg/kg/day) (mg/kg/day) (mg/kg/day) (mg/kg/day) Ratio Ratio Ratio NstsrdIndex (4) xi:_ Mean Subchr. Chronic Subchr. Chronic Subchr. Chronic Subchr. Chronic Subehr. Chronic Subchr. Chronic Subchr. Chronic Subchr. Chronic Subchr. Chronic Benzene 4". 26000 3456 2.60 0.10 2.60 0.10 2.60 0.10 0.007 0.0007 NA NA 371.43 141.06 371.43 141.06 371.43 141.06 1.1E+03 4.2E+02 Ethylbenzene 7300 11179 0.73 0.03 0.73 0.03 0.73 0.03 1.0 0.1 NA NA 0.73 0.34 0.73 0.34 0.73 0.34 2.2E+00 1.0E+00 Toluene :,^ 73000 8785 7.36 0.25 7.30 0.25 7.30 0.25 0.4 0.3 1.0 1.0 18.25 0.84 7.30 0.25 18.25 0.84 4.4E+01 1.9E+00 ' u 1. + Xylene "xk 30000, 4941 3.00 0.14 3.00 0.14 3.00 0.14 4.0 2.0 0.7 0.4 0.75 0.07 4.29 0.35 0.75 0.07 5.8E+00 4.9E-01 '. k NOTES (1). Aversge Os(ly Dose Subchronic Ingested Dose (cone. in water) x (1 liters/day) / (10 kg body weight) (i month/1 month) Chronic Ingested Dose • (conc. in water) x (2 liters/day) / (70 kg body weight)(70 years/70 years) Ingested Dose-Inhaled OoseaDermal-Dose (2) ,Reference Dose see Table 5, ingestion RID used to evaluate dermal exposures. (3) Hazard Ratio•AOD/Rf0 (4) In this case the Hazard Index ■ Chemical-Specific Hazard Ratio r.¢ '. UPPERBOUND'INCREASED LIFETIME CANCER RISK (1LCR) 1 . ILCR=Totef'Chronic Dose-Carcinogenic Potency Factor Total chronic dose a Ingested dose • Inhaled dose + Dermal dose Benzene total dose: 1 3.0E-01 mg/kg/day . Carciragent}e Potency factor. 0.029 (mg/kg/day)71 a o } ILCR!x 8.6E 0Ia i "ya "E, }{ tx .a 4.'';ys '.:a`4 Standards identified are the most stringent standards presented in -- Table 7-3. Target cleanup levels to protect against health risks are calculated as follows: target cleanup level measured concentration target risk limit - calculated hazard or risk For example, for benzene the cancer risk from exposure to measured concentrations of 3,456 ug/liter is calculated as 8.6x10-3. The target risk i limit is identified as 5x10-6 and the target cleanup level is calculated. as: Target cleanup level = 3,456 ug/l (3x10-6) = 2.0 ug/1 8.6x10 TABLE 7-11. TARGET CLEANUP LEVELS (ug/1)(a) I i State Noncarcinogenic Risks Groundwater Carcinogenic Detection Compound Standard Subchronic Chronic Risks Limits Benzene 5 2.3 0.8 2 4 Ethylbenzene 486 333 117 NA 5 Toluene. 2,000 167 457 NA 5 Xylene 620 519 1 ,000 NA 5 NA = Not Applicable (a) Underlined values are the proposed target cleanup levels ; Target cleanup levels to protect against noncarcinogenic health risks are calculated using the same method. Background concentrations of the indicator compounds detected at the Hyannis study area are below standard analytical method detection limits.- For this reason, .background concentrations are not included -in Table 7 11 . Detection limited cited are taken from data presented in Appendix B. ' 1—22 ... ,,.,+^i..' ,. .,, .?"'54+ '.i ...Ik...`.•K-I 11o.•N,ic,..-4{i';^2,c ,i;lRv�A' .. a t < u e3,,.-^w . :.may l "v"� ;•,: F.: >8 ` t � s ;' kx ART L;t r '£ � ,�k aAsl r #i The proposed target cleanup levels are underlined in Table 7-11 . The proposed cleanup level is the most stringent of the standards or health risk-based I values. Where the most stringent health-based value is below standard detection limits, the proposed cleanup level is set at the detection limit. UNCERTAINTY ANALYSIS The uncertainty associated with the risk characterization is the result of the uncertainty associated with the data as well as the assumptions used in developing the exposure scenarios. General sources of uncertainty include: • Environmental sampling • Analytical chemistry • Environmental parameter measurement • Fate and transport modeling • Exposure scenario development • Toxicological data • Complex interactions of the above The first three sources of uncertainty are common to any sampling and measurement routine. The uncertainties are associated with the representativeness of the sampling, as well as the analytical capabilities of the instrumentation. Uncertainties also exist in the selection of indicator compounds; gasoline contains numerous compounds but only BETX were used to characterize risk. Limiting the assessment to BETX may result in an underestimate of hazard and risk. _ E In developing the exposure scenario, simplifying assumptions are used to calculate dose. The assumptions are outlined in the text. The assumptions used may tend to result in overestimating or underestimating dose. In Vgeneral, conservative assumptions are used to avoid underestimation. For f example, the bioavailability of the contaminants is assumed to be 100 percent. If in fact not all of the contaminants are absorbed, this. conservative assumption will over estimate dose. 17-23 -.n 7 t,. r . *.. � :t� st-, t�r ^.• _ ,E k .,... ... _ _. ,. .,r... ?' _� •... — >+3,y,.dw5r'� ^d ,... y.+a .� «+Ryy ;G.y ..p � ATE �N.a}4,.-<d. ' k. � >> _ Lei �� � . -� --._ ._ � � �._ h"Ni40. ' ,,_ �• n,y r' 3 ",'* ,y ♦ ..+,.f i7a'i"y g .' i. Uncertainties associated with toxicological data often include uncertainties associated with the animal experimentation, uncertainties associated with extrapolating high experimental doses to low doses generally of concern given environmental conditions, and the uncertainties associated with extrapolating human health effects from animal data. Given the variety of uncertainties associated with each step of the risk assessment process, no numerical, estimate of uncertainty has been made. The evaluation should therefore not be considered a determination of absolute risks, but rather a method- to identify the areas of greatest concern and for developing remediation alternatives. CONCLUSIONS The assessment- of public health risks is focused on contaminated groundwater attributed to leaking underground storage tanks or piping at the Mobil service station in Hyannis, Massachusetts. Benzene, ethylbenzene, toluene, and xylene (BETX) have been identified as the most toxic components of gasoline, and were used as indicator chemicals to assess public health risk. The assessment was conducted following method 3b guidelines. Risks from short-term (subchronic) exposures to children were evaluated assuming exposure to maximum groundwater concentrations. Risks from long-term (chronic) exposure to average groundwater concentrations were evaluated assuming a lifetime exposure. The following conclusions were made: • Adverse noncarcinogenic health effects may occur from a short-term exposure to maximum concentrations of contaminants, in groundwater, at the site. it "` • Adverse noncarcinogenic health effects may occur from chronic . ,exposure to average concentrations of contaminants in groundwater at the site. 1 , ..w?o-r k t:. 4,µ.vo-•r,,,�8�-."",a vi���rf rr. ,� .t.�,f�py,y+�.$-++, ? �s. ..7 % �.. - c.` ,. r 24 r -ate �'� 3'Y 4:¢ � -.`-r• a cw_l;_'£"S '? Jy E,.,, - tw,�� 4r ���..., � ?�*'a d ,� , ''f,Ry,�':^' " a+�`���r -+.,°`f•+- ..�4 _ • . The upperbound increased lifetime cancer risk from expos re to benzene detected in groundwater in the study was 8.6x10- above the total site cancer risk limit ( 1x10-5) specified in the Massachusetts Contingency Plan. Proposed target cleanup levels are 'the underlined values in Table 7-11 . i i i 1 , • 1 e it �. ..._.....- 4-4 ':.tN4-. .F. ;€.. --. •*.. ,: -siz s.,xrt_ .F,t-cam. a, :r' . yr ,oz' n:^. r .� .-. 'p4•y_. `. �.Jwi`s`� �13"^a .'+ '` s- '.-`ic'FTLC`'� .lt .tr �.^f,,,�'13..�ya�a { ' .d. 4'� ki 3. .1:. :;' REFERENCES ; Clement Associates, 1985. Chemical, Physical and Biological Properties of Compounds Present- at Hazardous Waste Sites. Final Report. Prepared'.for U.S. EPA.Office of Waste Programs Enforcement, Arlington, VA. Maine Department of Human Services, • 1985. A Multi-Route Exposure Assessment to Chemically-Contaminated Drinking Water and Health Significance with Emphasis on Gasoline, January. Sanders, W. N. and Maynard, J. B. , 1968. "Capillary Gas Chromatographic Method for Determining the C - C12 Hydrocarbons in Full-Range Motor Gasoline", Analytical Chemis rv, VVol. 40, No. 3, March, pp.. 527-535. U.S. EPA, 1984a. Health Effects Assessment for Xylene, Office of Research and Development, Office of Health and Environmental Assessment, Environmental Criteria and Assessment Office,. Cincinnati, Ohio, Office of Emergency and Remedial Response, Washington, D.C. U.S. EPA, 19841b. Health Effects Assessment for Toluene, Office of Research and Development, Office of Health and Environmental Assessment, Environmental Criteria and Assessment Office, Cincinnati, Ohio, Office .of Emergency and Remedial Response, Washington, D.C. U.S. EPA, 1986. Superfund Public Health Manual, prepared by the Office of Emergency and Remedial Response, Washington, D.C. U.S. EPA, 1987. Health Advisory for 25 Organic Chemicals, Office of Drinking Water, Washington, D.C. , March. } U.S. EPA, 1988. Integrated Risk Information System, Benzene, December, developed by the Office of Health and Environmental Assessment, Washington, D.C. U.S. EPA, 1989a. Health Effects Assessment Summary Tables prepared by the Office of Health and Environmental Assessment, Cincinnati, OH. U.S. EPA, 1989b. Integrated Risk Information System, Ethylbenzene, January, developed by the Office of Health and Environmental Assessment, Washington, D.C. U.S. EPA, 1989c. Integrated Risk Information System, Toluene, January, developed by the Office of Health and Environmental Assessment, Washington, D:C. U.S. EPA, 1989d. Integrated Risk Information System, . Xylenes, January, developed by the -Office of Health and Environmental Assessment, , Washington, D.C. U.S. EPA, 1989e. Conversation between Y. Patel, Office of Drinking Water, Washington, D.G. -and M. Doyle, Metcalf & Eddy, Inc. , April. } ....,..ry e>:.Y,.v+^ ";+,r.�: #,r.`�'�w�.._..,.fm+''ax '+«;'.^.,9t-'K fi,3a+r 3.�x Ott„ �.�F+�.{r °S.�•tiq�' v^'C '�t� �-.. <.ti• ,3t....,+a �'ea- ,K3r i ;aa,.t.ek.....wRi6-.„w. - ':i ' N U.S. PHS, 1987a. Toxicological Profile .for Benzene, Draft, Prepared for Agency for Toxic Substances and Disease Registry (ATSDR), Washington, D.C.- U.S. PHS, 1987b. Toxicological Profile for Toluene, Draft, Prepared for Agency for Toxic Substances and Disease Registry (ATSDR), Washington, D.C. i i j , t I ,+,,;�, . -•rK; ,. t- .- 4 ,_,+�:: ,., . ' :.,... ,�.+a,.. ,;a+. ., ,aaxs�'+v+:t� .a,.r,.:;+a =+ -.- `�sa�.�-'.s"`-��,`*r �, t ` l, F: •', o- �w � r a•,.e 'f .,�'�•� � .f.. �x�� x� w.,.�,�, .r..,.: �� Ytk � i i i _ 1 Appendix A j Gasoline Constituents and Their Percent Weights t ;R A-1 t <.s`a o.r-. ._. -,Fi. �M.x» '=s:: ..wr«1-- r{.�. tt^��•"yf••sw«H`" v��.�".�t 4 -an ._:..,Fa+.r--'"' Y a;:` ., ,. 5 - `" it'.`8 '�-• .,�� �,�;9Ze` `e"�' w+..i�a � FS APPENDIX. A GASOLINE CONSTITUENTS AND THEIR PERCENT WEIGHTS AS DETERMINED BY SANDERS AND MAYNARD (1968) Gasoline Constituents Gasoline 01 Gasoline #2 API (II) Fuel -------------- Propane _.Uabjjtane 0.14 0.01 0.01. Isob4tylene 6 butene-1 0.30 0.37 0.12 n-Butane 0.02 0.04 0.33 trans-2-Butene 3.93 4.29 4.70 Naopentane 0.16 0.20 0.15 cis-2-Butane 0.02 0.04 0.05 3-Methyl-l-butene 0.13 0.17 0.14 Isopentane 0.08 0.12 0.08 Pentene-1 7.88 10.17 6.07 2-Methyl-l-butene 0.34 0.45 0.33 n-Pentane 0.35 0.22 0.65 tr444-2-Pentene 7.27 5.75 10.92 cis-2-Pentene O.S2 0.90 0.70 2-Methyl-2-butene 0.43 0.67 0.63-_ 2,2-Dimethylbutane 1.09 0.96 1.28 Cyciepentene 0.17 0.45 0.84 3-Meth 1-1 0.13 0.18 0.12 Y -Pentene i 4-methyl-t-Pentene 18•0.16 0. 4-Methyl-cis-2-Pentene 0.12 2,34imsthyl-l-butene 0.05 0.04 0.04 Cyclopentane 0.10 0.08 0.08 2.3-640ethylbutane 0.58 0.51 0.19 4-Methyl-tr&62-pentsne 0.59 1.55 1.07 244ethylpentane 0.30 0.18 0.08 2-Meth 1-1 3.85 3.75 Y -pentens- 2.91 3-Methylpentane a (hsxena-)) 3, 0.22 0.22 0.20 (2-ethyl-l-butene) 2.72 • 2.23 cis-3-Mexene 1.80 trans-3-mexene 0.13 0.11 0.114 3-Mothylcyciopentens 0.15 0.12 D o s 2-Methyl-2-pentane 0.08 0.04 0.03- 3-Methyl-cie-2-pentene 0.32 0.27 0.31 n-Hsxans i (4,4-dimsth 1-i 0.45 0.37 0.35 Y -pentene) 3.50 1.51 trans-2-Nexens 0.36 cis-2-Mexene 0•18 0.24 0.20 3-Methyl-trans•2- 0.24 0.15 0.18 Pentene.. 0.44 0.34 0.32 4,4-Oimethyl-trans-2-pentane Trace Msthylcyclopentane 3 3,3-dimeth 1-1 Trace Trace Y -Pentene_. 1.5Q �{ 0.62 .,2.2-0{methylpentane 6 2.3-dimethyl-2- 0.31 buteno 6 2,3,3-trimethylbutene 0.2Q - -Benzene , ,0.14 0.08, 2.4-Olmethylpentane 1.35• 0.81 0.12 2,2.3•-Tri methyl butane 0.32 1.71 0.23 4.4-Dimethyl-cie-2-pentens Trace 0.04 0.01 0.02 Trace Trace .vr i-..,,, ^,...v fiaa• ';. .. '�- s .?,;: :t. ,.. j _ a^�.>r .r,�- �...a �a. �Y". r 'M`' `'� '- _z- ..<,.,.... .�- •, - ..... i,.. . - .>a„+a�?.r..�h...--z�'. w k-"r- r+:.,ra kF "er-€'7 m;':-, r* x s.s Rw , r a-r ',+.-.s i• ,� '+ k. k:°"�.t p s de n4 ri;; # ,^' x - s Nt 4 t APPENDIX A (continued) Gasoline Constituents Gasoline !tl Gasoline p2 APY (11) Fuel 2,4-Dimsthyl-l-pentene Trace 0.03 02 1-Methylcyclopentene & 2-m 0.32 ethyl-Cis-3-hexene 0.37 0.28 Y -pentene & 2.4-Dimethyl-2-pentene & 3-eth 1-1 . 0. 3-methyl-l-hexene 0.05 2,3-Oimethyl-i-pentene 0.050.0 0.01 0.02 0.02 2-Methyl-trans-3-hexene & 5-methyl-i-hexene 0.05 3,3-Dimethylpentane 0.04 0.07 I Trace 0.02 0.03 Cyclohexane & 4-methyl-cis-2-hexane 0.36 0.17 4-Methyl-l-hexene & 4-methyl-trans-2-hexene 0.08 0 0.08 3-Methyl-2-ethyl-l-butane & 5-methyl-trans- .09 0.0 2-hexene Cyclohexene 0.03 0.04 0.05 03 2-Methylhexane & (5-methyl-cis-2-hexene 1.25 1.48 0.36 2,3-Dimethylpentane & (1,1-dimethyl- 1.25 1.48. 0.36 cyclopsntane) & (3,4-dimethyl-cis-2- i pentene) 0.47 4.17 { 3-Methylhexane 0.32 + 1-ei84-0istethylcyeiepentans & 2-methyl- 1.41 1.77 0.30 1-hexane & 3,4-dimethyl-trans-2-pentene 0.41 1-trans-33imethylcyclopentane & 1-heptene 0.27 0.21 A 2-ethyl-l-pentene 0.40 3-Ethylpentane & 3-methyl-trans-2-hexone 0.270.17 1-trans-2-0ieathy]cyelopentans 0.20 0.25 0.1166 0.05 2,2.4-Trimethylpentane & (trans-3-hoptene) 0.32 4.16 0. . .58 0.9999 � Cis-3-Heptene 0.17 3-Hathyl-cis 3-hexene & 2-mthyl-2-hexene & O.iG 0.14 3-methyl-trans 3-hexene 0.35 3-Ethyl-,2-pentene 0.31 0.29 trans-2-Meptene 0.04 0.04 0.03 n-Heptane & (3- methyl-cis-2-hexene) 0.10. 0.06 0.09 1.92 1.96 0.31 2,3-81methyl-2-pentene a cis-2-heptene 0.14 0.12 1-cis-2-Dimethylryclopentane 0.10 Methyleyelohexa & 2.2-dimethylhexane & 0�13 0.09 ne 0.Q7 1,1.3-trimethyicyclopentane 0.6t 2,5-04methylhexane 0.31 0.16 Ethylcyclepentane 0.24 0.42 0.520.14 2.4-Oimethylhexane 0.18 0.21 2.2.3-Trimethyipentane 0.34 0.50 0.82 Trace 0.23 0.09 1-trans-2-cis-4-Trimethylcyclopentane 0.16 Toluene & (3,3-Oimethylhexans) 0.04 0.03 1-trans-2-eis-3-Trimethyleyelopentane .25 12.30 21.80 0 . 2,3.4-Trimethylpentane . .0.06 - . 0.01 2.3.3-Trimethylpentane 0.11 2.26 2.80 1,1,2-Trimethyicyclopentana 0.05 2.28 1.59 0.11 0.09 0.06 2,3-Oimethylhexane & 2-methyl-3-ethylpentane 0.39 2-Methylheptane 0.60 1.76 0.58 4-14 1.05 0.48ethylhaptana � . 0.52 0.22 0.28 jr ..-..»...... - ..,ry,�, r..... wsai�.<yr-.._. -v+•r;!P'�-'v Y'N- q" x.+�. -e. - fi;�... -u:e r 4;'__ ,s-. .�-. ,.e._, �.•+ .r a a%s,n.`'x �.. ..d -*v_atw'� .e..+,....,. �%^rrai ?'. +ar€.«..a..�,�'X„v`. � �....,:a�.... u,.,..: ., .. ' ,f, '.,p.: APPENDIX A (continued) Gasoline Constituents Gasoline Nt Gasoline #2 API (TI) Fuel 3,4-Oimethylhexane & (1-cis-2-trans-4 trimethyleyclopentane) 0.20 3-Ethylhoxane 0.16 0.37 3-Nethylheptane & (3-mothyl-3-ethylpentans Tla54 0. Trace 2.2,5-Trimethylhsxane & (1-cis-2-cis-4- 0.63 0.77 trimethyleyclopentans) 0.17 1►1.-0imethyicyclohexone & 1-trans-4- 0'74 5.89 dimethylcyclohexans & 1-cis-3- dimethyleyclohexane 0.27 1-Methyl-trans-3-ethylcyclopentane 0.17 0. 0.12 0.06 0.0606 2.2,4-Trimathylhexano 0.18 1-Methyl-trant-2-ethylcyclopentane 0.11 0.18 methyl-cis-3-ethyicyclopentane 0.13 Cyeloheptane & 1-msthyl-l-ethylcyci open tan@ 0.11 0.0.07 .055 0 0.04 1-tr4ns-2-Oimethyleyelohexane & 1-cis-2- 0.08 cis-3-trimethyleyciopentane 0.18 0.12 09 n-Octane & (I-cis-4-dimethylcyclohexans) 1.43 0.0. 0 36 0 j 1-trans-3-Olmethylcyclohexane 0.0088. 05 2,4,4-Trimethylhexane .12 0.05 isopropyieyotopentans 0.04 0.02 0.16 2,3,5-Trimethylhexane 0.02 0.01 0.01 2,2-Oimethylheptane 0.05 0.15 1.09 1-Methyl-eis-2-eth 1 0.08 0.01 0.03 y eyelopentane 0.11 0.07 0.06 2.4-0imsthylheptane & 2.2.3-trimethylhexane 0.24 2.2-Oimethyl-3-ethylpentans & 2-methyl-4- 0.08 0.26 ethylhexane 0.09- 2.6-Dimethylheptane & (1-cis-2 0.02 0.03 dinsthyicyclohsxane) 0.20 n-Propylcyelopentane 0.01 0.23 Ethyleyelohexane 0.06 0.01 0.04 2.S-01methylheptane & 3,5-oimothylheptane 0.14 0.16 0.1 0.21 Ethylbentene 0. 2,4-Oimsthyl-3-ethylpentans 2.70 1.70 0.36 3.3-0imethylheptans 0.05 0.,03 0.07 2.3.3-Trimeth0hexano 0.08 0.04 0.010.12 2-Mothyl-3-ethylhexane 0.05 0.06 0.13 0.04 0.07 p-Xyte�e � 1.54 1.58 m-Xylens & (3,3,4-trimethyl-hexane) 0.77 3.87 .83 3 1.77 2.3-0imothylheptane 0.39 3,4-Oimethylheptane 0.13 0.51 4-Nethylootane 0.33 0.07 0.17 2-Methyloctans 0.558 0.62 0.14 0.16 0.02-0.11 _,0.22 • 3-Ethylhsptans 0.16• .y . . 3-Nethytoctane 0.04 0.85 0.60 0.34 o-Xyleno & (2,2,4.5-tetramethylhexane 2.05- 1.94 1.12 ,,Bn •y+c.i .. L,4t : v, c«. „a...w d-_� - fa i7:-� -;gr ... afrlga+h v-M''X'wa+r:TMvr,-}[.,Ns4W5'4^-•'.+ . `, � j �. v of ¢ .. •r � t, yti ,'J,•' r ^. ..»,..,:.i-..iw.r.,:.' - . f:t ....a;. _ ,.,. .„aa-,T, '9: w,3 r.�..w ac+`%.''_:•4. :s,i::,'n'. '. tiyF...,.r:.}YC 4'? �F asy'sY.x.sivu.:.+t% r+.+•t'a - 'ems-2 V t APPENDIX A (continued) Gasoline Constituents Gasoline #1 Gasoline #2 APT (11) Fuel j. 2.2,4-Trimethylheptane 2,2.5-Trimethylheptane & 2.2.6- 0.12 0.17 1.70 trimothylheptane 2,5.S-Trimethytheptane & 2.4,4- 0.07 0.27 1.31 trimethylheptans Isopropylbensens 0.06 0.21 0.92 n-Nonans 0.23 0.10 0.83 0.07 j 3,3.5-Trimethylheptane 0.14 0.07 2.4,5-Trimethylheptans & 2,3,5- 0.05 0.02 0.06 trimethylheptane n-Propylbensene 0.07 0.17 0.56 2.6-Oimsthyloctans & (2.2.3.3- 0.72 0.24 0.08 tetramethylhexane) 1-Methyl-3- 184.12 0.06 0.09 1-Methyl-•4-ethylbenzene .84 0.83 0.31 3►3.4-Trimethylheptane & 3,4,4- 1'00 0.42 i trimethyiheptane & 3.4.5- trimethylheptane 1-Methyl-2-ethyl benzene i S-methylnonane 0.08 0.35 0.53 4-Methylnonane 0.90 0.34. 0.13 1.3.5-Trinethylbensene 0.26 0.04 0.05 2-Methyloonane 0.76 0.39 0.13 3-Methyinonane 0.41 0.06 0.08 1,2.4-Trimethylbenzene 0.32 0.06 0.07 see-8utytbensene 2.83- 1.61 0.66 � Isobutylbenzene 0.13 0.01 0.01 ! 1-Methyl-3-isopropylbensene 0.06 0.01 0.01 n-0ecane .0.12 0.03 0.01 1,2.3-Trimethylbensene & 1-nethyl-4- 0.50 0.08 0.04 isopropylbenzens 32 l-ithyl-2-hopropylbenzene & indane 0.35 0.15 0610 1,3-Oiethylbenzene 0.25 0.15 0.11 1-Meth 1-3 0.48 0.08 0.05 Y -n-propylbensene 0.46 0.16 n-eutyibenzene 0.08 1,2-01athylbenzene & 1,4-diethylbensens & 0.25 0.05 0.04 1-methyl-4-n-propylbensene 1-Methyl-2-n-prepylbensene 0.44 0.09 0.16 1,3-Dime l 0.16 0.05 0.01 �+Y -5-ethylben:ene 2-Methyiindane 0.42 0.18 0.11 1,4-Oimethy1-2-•ethy1beniene 0.10 0.02 0.07 1-Methylindane 0.36 0.09 0.05 1-Methyl-3-tort-butylbenzene 0.17 0.07 0.04 1,34imeth i 0.11 0.03 0.09 Y -4-ethylbenzene 0.27 0 1.3-0imethyl-2-ethylbenzene & 1,2 .13 0.03 dimethyl-4-ethylbenzene O.SO 0.19 0.08 APPENDIX A (continued) Gasoline Constituents Gasoline #1 Gasoline K2 API (II) Fuel 1-Methyl-4-tert-butylbenzene 112-Dimethyl-3-ethylbenzens 0'13 0.04 0.07 n-Undecane 0.09 0.03 0.02 1,2,4,5-Tstramethylbenzene 0.22 0.07 0.05 1,2,3,5-Tetramethylbenzene 0.21 0.10 0.05 Isopsntylbenzene 0.42 0.17 0.14 S-Methylindane 0.17 0.07 0.14 4-Mothylindane 0.30 0.11 0.09 n-pentylbenzens 0.16 0.03 0.01 1.2.3,4-Tetramethylbenzone 0.14 0.03 0.01 tetralln 0.19 0.03 0.02 Naphthalene 0.14 0.02 0.01 1,3-Oimethyl-3-tort-butylbenzene 0.24 0.10 0.09 n-0odecane 0.16 0.02 0.03 0.09 0.05 0.04 s Note: ( ) designates minor Component i 1 i �.. ; sue,., - d� - .3-'t'a' aV r '3,.ar.asgxy;w,�+ ?..�-n.:'• L..yse- -^;,: .%, ... -. .. I V 1 Appendix B 1 Analytical Detection Limits • i I B-1 APPENDIX B DETECTION LIMITS ASSOCIATED WITH 12/88 WELL DATA Concentrations in ppb i i TOTAL WELL 0 (1) I BENZENE ETHYLBENZENE TOLUENE XYLENES 2 I 400 500 500 500 4 I 4 5 5 5 5 I 4 5 5 5 6 I 100 130 130 130 8 I 4 5 5 5 9 I 4 5 5 5 i 10 I 200 250 250 250 11 I 200 250 250 250 12 I 200 250 250 250 13 I 80 100 100 100 15 I 800 1000 1000 1000 16 I 100 130 130 130 18 I 4 5 5 5 19 I 100 130 130 130 T-5 I 4 . 5 5 5 a T-M I 4 5 5 5 } T-0 I 80 100 100 100 I U-S I 4 5 5 5 U-M I 4 5 5 5 U-D I 4 5 5 5 V-S 40 50 50 50 V-M ( 100 130 130 130 V-D I 4 5 5 5 W-S I 4 5 5 5 W-M 4 5 5 5 W-D •4 5 5 5 X-S I 4 5 5 5 X-M 4 5 5 5 X-D 4 5 5 5 Y-S ( 4 5 5 5 Y-M I 4 ,5 5 5 Y-D I 100 130 130 130 Z-M 4 5 5 5 Z-D 4 5 5 5 TAP WATER I 4 5 5 5 (1) S = Shallow, M = Mediun,. D = Deep _ 1 -A APPENDIX 8 CONT'D - DETECTION LIMITS ASSOCIATED WITH 2/89 WELL DATA Concentrations in ppb . - f1 ---•-- -.-i-------------------•------_------•------------------- TOTAL WELL # (1) I BENZENE ETHYLBENZENE TOLUENE XYLENES LEAD -------- 2 I 400 500 500 500 50. 4 I 4 5 5 5 5 50 4 5 5 5 6 I 200 250 250 50 250 50 7 I 400 500 500 500' 50 i 8 i 4 5 5 5 50 i 9 5 5 4 5 50 { 10 ( 200 250 250 250 50 11 I 200 250 250 250 50 12 I 200 250 250 250 50 13 I 100 130 130 130 50 15 I 800 1000 1000 1000 50 16 ( 80 100 100 100 50 18 I 4 5 5 5 50 19S I 60 S0 50 50 50 4 5 5 5 50 T-M I 4 5 5 5 50 l T-0 I 80 100 100 100 50 U-S I 4 5 5 5 U-M 50 4 5 5 5 50 U-D I 4 5 5 V-S I 40 5 50 SO 50 50 50 V•M I 40 50 50 50 50 V-D I 4 5 5 5 WS I 4 5 50 5 s so � W-M ( 4 5 5 5 50 1 W-D 5 5 50 X•S I 4 5 5 5 50 X-M I 4 5 5 5 50 X-0 I 4 5 5 5 50 Y-S I 4 5 5 5 50 Y-M I 4 5 5 5 50 r-o 100 130 130 130 50 Z-M I 4 5 5 5 50 Z-D I 4 5 5 5 50 TAP WATER . I 4 5 5 5 I 50 SHALLOW POND ( 4 5 5 5 50 ...-•--------------•----------------------------- (1) S = Shallow, M = Mediun, D = Deep • r Z.7 r _% i Appendix C Toxicological Properties • j i i C-1 _�� � 1 '`�. j �� �' �. -- _,____-- --,. . v���,,,xA iy a,:> t i..� �� �,,'�ea„t ��x �# .��swti '•`' -v��,3. 4�r ' } '"�rt�.e��.'*�, ' �Y� " t."`�*", ¢r.� �+r'�, E - y rs. APPENDIX C TOXICOLOGICAL PROPERTIES BENZENE Absorption Both animal and human data dindicates ,that benzene is absorbed from ingestion and inhalation exposures and to a lesser extent through intact skin (U.S. PHS,. 1987a). It has been estimated that 50 percent of inhaled benzene is absorbed (U.S. PHS 1987a). Benzene health effects have been associated with its metabolites, thus, the amount of compound absorbed that undergoes biotransformation often determines the magnitude of toxic response in the body (U.S. PHS, 1987). Distribution Following absorption into the human body through the established exposure pathways, benzene is widely distributed to tissues by the blood. Target systems for benzene are the circulatory system, central nervous system. (CNS), and the immune system. Benzenes lipid nature accounts for the tendency to accumulate in fatty tissues (U.S. 'EPA, 1987), Metabolism. Metabolism.of benzene primarily occurs in the liver, where conversion to benzene oxide is followed by the for of phenol. Excretion of unchanged benzene occurs thr ough the lungs and as metabolites in the urine. Carcinogenicity Benzene is classified by the 'U.S. EPA as a Group A, human carcinogen, based on EPA's Cancer Risk Assessment Guidelines. This category applies to agents for which sufficient evidence exists and supports causal association between exposure and cancer in humans (Table C-1). A carcinogenic potency. factor rarr x4 .a (CPF) for benzene has been calculated .as 2.9x10-2 (mg/kg/day)-1 for inhalation and oral exposure. This value was based on a idem'p iolo is studies s on workers exposed to benzene vapors (U.S. pHS, 1987a; U.S. EPA, 1988), Threshold Effects Chronic exposure has been shown to cause a decrease in one or more of the circulating elements of the blood (red blood cells, white bloodcells, and/or platelets). The hematoxicity of benzene may be synergestic with other solvents, such as toluene (U.S. EPA, 1987). CNS effects include dizziness, nausea, and in extreme cases, coma. U.S. EPA has proposed a chronic oral reference dose (RfD) value of 7x10-4 mg/kg/day for benzene based on a study (Wolf et al. ,. 1986) where leukopenia, the decrease of white blood cells in the blood, is the critical health effect (U.S. PHS, 1987a). There is no subchronic RfD provided by U.S. EPA, however, since the chronic RfD is based on a subchronic exposure study, and an uncertainty factor of 10 for extrapolating subchronic effects to chronic effects. A subchronic RfD of 7x10-3 mg/kg/day was derived and is used in this assessment. ETHYLBENZENE Absorption Data regarding absorption by humans of ethylbenzene as a result of ingestion is limited however, in rabbit studies if was shown that ethylbenzene is readily absorbed. In a study of humans an average of 64 percent of inhaled ethylbenzene was absorbed (U.S. EPA, 1987), Distribution In rats, the absorbed ethylbenzene is distributed throughout the body; higher . concentrations are found in the kidneys, lungs, adipose tissues, digestive tract and liver (U.S. EPA, 1987). _ • C-2 . i S ..._ ,t„ ., ..:. ,. ,... ..... -..s. . r� er".r > '.' `- : �r.� a',-.�.,..za�- "'+� 3•,. �. ,'�.. ;tea 'ee.'�:�. .., .. i Metabolism Metabolic products are different in both human and rats. Following inhalation, ethylbenzene undergoes rapid metatolism, leading to the formation of mandelic acid and phenylglyoxylic acids in humans. These metabolites are not the same as those produced in the rat. Elimination in human is most efficient via the urinary tract. Carcinogenicity There is no data suggesting this compound is either carcinogenic or mutagenic. Ethylbenzene is classified as a Group D compound. Quantitative estimates of carcinogenic risk from oral or inhalation exposure are therefore not available. " I Reference Dose Ethylbenzene has been shown to be toxic to the liver, kidneys, lungs, and central nervous system. Acute exposures in animals produces conjunctive irritation, slight corneal tissue. damage, and mortality (U.S. EPA, 1987) . Although pulmonary exposure in rats resulted in fetal resorption, ethylbenzene Imo.. . is not considered strongly embryotoxic, fetotoxic, or teratogenic (U.S. EPA, 1987). Based on a study by Wolf et al. (1956), a chronic and subchronic referenc e dose (RfD)) for oral exposure ha� p ve. been developed. The chronic RfD is 0. 1 mg/kg/day and the subchronic RfD is 1 .0 mg/kg/day based on liver and kidney toxicity in rats (U.S. EPA, 1989a; U.S. EPA, 1989b). TOLUENE I Absorption Toluene is readily absorbed through the respiratory tract, less readily through the gastrointestinal tract- and to an even lesser extent through the skin. i Distribution Limited data* exists concerning the distribution of toiuzne in human tissue. ` However, due to this compound's low water solubility, toluene is expected to distribute to and accumulate lipid tissue and bone marrow (U.S. EPA, 1987). Rats administered toluene orally or by inhalation showed high levels in their adipose tissue and bone marrow and lower concentrations were observed in the liver and kidneys (U.S. PHS, 1987). i Metabolism In humans and animals, approximately 60 to 70 percent toluene is metabolized to hippuric acid. The hippuric acid is excreted in urine, some toluene is excreted as the unchanged compound in the expired air (U.S. EPA, 1987). i - Carcinogenicity i Various studies have examined the carcinogenicity of toluene in mice as a result of direct dermal application and no incidence of skin or systemic tumors was demonstrated (U.S. EPA, 1989c). Toluene ha's. not been found to be teratogenic, mutagenic, or carcinogenic; it is classified as a Group D compound by U.S. EPA (U.S. EPA, 1987). Threshold Effects Acute exposure to toluene (approximately 200 ppm) have resulted in acute central nervous system (CNS) toxicity such as fatigue, headache, nausea, and confusion. Chronic exposure also affects the CNS with symptoms of ataxia. (inability to coordinate body movements), tremors, impaired speech, vision, hearing, and memory. A chronic inhalation study in rats conducted by CITT (1980) provided appropriate data from which the U.S. EPA derived an RfD. The chronic RfD of 0.3 mg/kg/day for oral exposures and 1 .0 mg/kg/day for inhaled exposures and subchronic RfD of 0.4 mg/kg/day for oral exposures and 1.0 mg/kg/day for inhaled exposures are all based on critical adverse health effects on the central nervous system (U.S. EPA, 1989a; U.S. EPA, 1989c). � .K.X 2,`. �; x f x:LFs'� •t.t}• .:'�- v 3 +sue, .' ., r` t -. „may. .. .. � �� XYLENES Absorption Rapid absorption of xylenes occur via inhalation. Data on absorption of this compound upon ingestion is limited, however, it is inferred that absorption by this route is nearly complete. In rabbits, 85 to 90 percent of an oral dose of xylene was accounted for in the urine (U.S. EPA, 1984a). Pulmonary excretion may have accounted for the remaining xylenes. Distribution In a study conducted by Bergman ( 1978) , distribution of xylenes and its metabolites were principally detected in the lungs, liver, and kidneys of mice to which radiolabled xylene was administered. Xylene concentrations in the brain and adipose tissues were also evident (U.S. EPA, 1987). Metabolism Xylene metabolism is isomer dependent but generally achieved by the oxidation of methyl groups and ring hydroxylation. Resulting metabolites include methyl hippuric acid and xylenols (U.S. EPA, 1987). Carcinogenicity Oral administration of xylene to rats and mice did not result in the significant incidence of tumor induction. The U.S. EPA classifies xylenes as Group D compounds, based on inadequate animal bioassay and human studies (U.S. EPA, 1989d): Mutagenicity and teratogenicity has not been established. Reference Dose Exposure to xylenes has been shown to result in CNS disturbances such as disturbances of short-term memory, decrease in analytical ability and hyperactivity. The NTP ( 1986) chronic oral exposure rat study is the basis of • -C-S v the reported U.S. EPA chronic reference dose (RfD) . The chronic oral RfD of 2.0 mg/kg/day is based on critical adverse health effects in rats of hyperactivity, decreased body weight, and increased mortality (U.S. EPA, 1989d) . The chronic inhalation RfD of 0.4 mg/kg/day is based on a no i observable adverse effect level (NOAEL) , critical effects from exposure to m-xylene and o-xylene are hepatomegely (U.S. EPA, 1989a, U.S. EPA, 1989d). The subchronic RfD for oral exposures is 4.0 mg/kg/day based on a NOAEL, and the RfD for inhalation is 0.7 mg/kg/day based on a critical adverse health effect of fetotoxicit y (U.S. EPA, 1989a) . i i i 4 4 ..C-6 � - - - - •^m a' -t - '+` Wit='..*} - a.c. a _ -:: "..* TABLE C-1. 'EPA WEIGHT-OF-EVIDENCE CATEGORIES EPA Description Category of Group Description of Evidence Group A Human Carcinogen Sufficient evidence from epidemiologic studies to support a casual association between exposure and cancer Group B1 Probable Human Limited evidence of carcinogenicity Carcinogen in humans from epidemiologic studies Group B2 Probable Human Sufficient evidence of carcinogenicity Carcinogen in animals, inadequate evidence of carcinogenicity in humans Group C Possible Human Limited evidence of carcinogenicity Carcinogen in animals Group D Not Classified' Inadequate evidence of carcinogenicity a in animals Group E No Evidence of No evidence of carcinogenicity in at Carcinogenicity least two adequate animal tests or in in Humans both epidemiologic and animal studies Source: U.S. EPA, Superfund Public Health Evaluation Manual. Office of Emergency Response. . Washington, DC, 1986. i { E 1 i F .•.... -1 -. .A3.Na..R ':/hi•M1'4.. .....:"ra'ui1. T '°'�.l _ « w s •rr .. a -.r. .._ r TOXICOLOGICAL PROPERTIES REFERENCES U.S. EPA, 1984a.• Health Effects Assessment for Xylene, Office of Research Development, Office of Health and Envir and onmental Assessment, Environmental Criteria and Assessment Office, Cincinnati, Ohio, Office of Emergency and Remedial Response, Washington, D.C. U.S. EPA, 1984b. Health Effects Assessment for Toluene, Office of Research and Development, Office of Health and Environmental Assessment, Environmental Criteria and Assessment Office, Cincinnati, Ohio, Office of Emergency and Remedial Response, Washington, D.C. 1 U.S. EPA, 1987. Health Advisory for 25 Organic Chemicals, Office of Drinking Water, Washington, D.C. , March. U.S. EPA, 1988. Integrated Risk Information System, Benzene, December,developed by the Office of Health and Environmental Assessment, Washington, D.C. i U.S. EPA, 1989a. Health Effects Assessment Summary Tables prepared by the Office of Health and Environmental Assessment, Cincinnati, OH. U.S. EPA, 1989b. Integrated Risk Information System, Ethylbenzene, January, developed by the Office of Health and Environmental Assessment, Washington, D.C. U.S. EPA, 1989c. Integrated Risk Information System, Toluene, January, developed by the Office of Health and Environmental. Assessment, j Washington, D.C. U.S. EPA, 1989d. Integrated Risk Information System, Xylenes, January, developed by the Office of Health and. Environmental Assessment, Washington, D.C. U.S. PHS, 1987a. Toxicological Profile for Benzene, Draft, Prepared for Agency for Toxic Substances and Disease Registry (ATSDR), Washington, D.C. U.S. PHS, 1987b. Toxicological Profile. for Toluene, Draft, Prepared for Agency for Toxic Substances and Disease Registry (ATSDR), Washington, D.C. 8.0 CONCLUSIONS The site is influenced by several surface water bodies. Shallow Pond is located 600 feet southwest of the site. A small marshy pond is located 200 feet north of the site (treatment discharge pond). A wetlands area extends along the shore of Shallow Pond and Lewis Island. A characterized critical habitat has been noted 5000 feet west of the site. Local overburden is characterized as medium to coarse brown sands with fair to good sorting. The area is classified as Barnstable Outwash Plain Deposits with influence b Sandwich Moraine and Lake Y Shore Deposits. The aquifer is classified as an unconfined sole source aquifer. Test data from the site reveals high permeability with associate characteristics of clean sands. The site is not affected by subsurface utilities. A potential contamination source has been noted as the leeching catch basin located near Cluster NP. The discharge pond receives water from Route 132/01d Strawberry Hill Road run-off. Two high volume (+10,000 gpd) leeching galleys exist + on the property of the Rainbow Motel. ; Further migration of the dissolve plume is not expected at this time due to hydrogeolgic characteristics of the site. A slight groundwater upgradient contour would prevent further west-southwest migration along Shallow Pond. Major interaction between the groundwater system and Shallow Pond is not evident due to the depth of the plume. Minimal seepage may occur through the bed of Shallow Pond. The Risk Assessment portion of the Phase II Assessment has noted that adverse health effects may occur from short term or chronic exposure to groundwater at the site. The study deemed total site cancer risk to be 8.6 x 10-3. 40 •8-1 - III w „t; ,. ,. e �°a ';,;ri.. �. �.F-�.s.,.. '>"5:6`V, T'dR�t4 `-,j tip..•� u��«,a�,.K:.S ,'..�y t-' kr . 9.0 RECOMMENDATIONS FOR FUTURE ACTIONS l i As seen within the Phase II Site Assessment Report, the dissolve plume extends beyond the effective area of the present Short Term Measures treatment system. Soil contamination relating to the release(s) should be addressed in the final remedial action plan (Phase 111). _ Additional remediation is necessary to accomplish the proposed BEX target levels as stated within the risk assessment portion of the Phase II Site Assessment. Treatment of vadose zone contaminated soils within the site would expedite cleanup at the site. Additional groundwater treatment via pump/treat or vapor extraction would also be required within the site and downgradient areas. P .,«-.. ... ,:..,,— .. y. .. - ... ..-s-. .. ,. j .,.- .. r.. .y!, n;.S�.•^h;^' ..+:=+.ram_. 9-1 4 °t Sat;^ ,T.. < . .M```` T ,; A- '_' -. :f.,' ns„,, •' .. REFRENCES t FREEZE, R.A and J.A. CHERRY. 1979. Groundwater. Prentice-Hall, New Jersey, pp. 226-229. LEE, D.R. 1977 Seepage flux in lakes and estuaries. - REPORTS Analyis of Pump Test Data. Mobil Oil Corporation., 1989 Baseline Water Quality of Selected Pond and Lakes. Town of Barnstable, Massachusetts., 1980 , Geology and Soils of the Hyannis Quadrangle (Map). Massachusetts Soil Conservation Commision., 1977. Groundwater and Water Resource Protection Plan. Town of Barnstable, Massachusetts., 1985. National Heritage & Endangered Species Program Massachusetts Division of Fish &Wildlife., 1987. NationalWetlands Inventory United States Department of the Interior., 1978 Soil Gas Survey _ —L---,MobiF Oil�C-orporation�De er rbier f May-1988: - ;TM Y s �, Soil Gas Survey. Mobil Oil.Corporation., September 1988. Water Qualr'tyy Management Plan. Cape Cod.Planning & Economic Development., 1978 • - i I I APPENDIX 2.0 PHASE II SITE ASSESSMENT - SCOPE OF WORK 1 i `,�•-.,���'.���.x.. �, _ ,� 7v- � t"n.�x u- a +,�� f lam,€''.���r �' t, .y ,x.+k� .� k x .ca, s .,v"�"" �y �51q .1 < ,1 1� R I I PHASE 11 SITE ASSESSMENT r SCOPE OF WORK PROPOSAL Mobil Service Station Rte 132 / 1449 Hyannis, Massachusetts i Prepared for: Mobil Oil Corporation 3225 Gallows Road Fairfax, Virginia Prepared by: Zecco, Incorporated Glenn S. Goral Associate Hydrogeologist March 1, 1989 W 1 + 1.0 INTRODUCTION ; i As stated in the letter from the DEW to Mobil Oil Corporation dated January 18, 1989. The DEOE requires a detailed Scope of Work, including each task or activity referenced in the MCP, be submitted in its entirety for DEOE approval prior to preforming any work. The following is to serve as the Scope of Work for the Phase II Site Assessment. The Scope of Work includes delineation of activities needed for completion of the Phase II Site Assessment, including a schedule for implementation, sampling plan, analytical protocols, a quality assurance / quality control plan, and a health & safety plan. 2.0 TECHNICAL APPROACH i l The following items are addressed in the order listed in the MCP 310 CMR 40.545 and as delineated in the DEOE letter to Mobil Oil Corporation dated January 18, 1989. a) Investigation of Physical Site Characteristics * Provide information regarding surface water bodies to I I Include identification and characterization, with an emphasise I on surface water effects on groundwater flow and contaminant migration. Data will be collected via monitoring data, groundwater flow determinations, and pump/recharge testing. * Provide information regarding wetlands and critical habitats located,within the impacted/potentially impacted area. Data. will be collected via record/map information from the Town-,of. .. . Barnstable and procedures of the risk assessment: * Overburden materials will be analyzed to determine characteristics, classification, and permeability. The overburden will be sampled during the drilling operation of Recovery Well -2 and additional off-site monitoring wells. { Permeability in the unsaturated zone will be analyzed via sieve analysis. Aquifer permeability will be determined by _ analysis of data collected during-a 24-hour pump test (drawdown/recharge) of RW 1 and RW-2. �...+t.... W ., -� .. ...z::��f -. ,•,c l S,.r'.<. a .*.rM ,- :r"'aa' ,,:.s+i,. ..*?„Je: ...`�. '�+..+,z^%i�' s.ai.t:`,-.:i: .... �___ »_x.. ' v — __- _. __ - - • .. ., a �' - � .. __ '� ��� _ i� i 1 i { I ,r#4'h 'd;" i * Groundwater monitoring data will be compiled to determine elevations, flow directions, and horizontal and vertical variations. Flow rates and capture zones of-the present recovery wells will be determined via individual 24-hour pump tests on the recovery wells. The pump test will be conducted using a 40 GPM pumping rate and a 4-channel data logger for accurate head measurements. * Present and foreseeable land use will be determined through record and map data obtained through the Barnstable Planning and Zoning Departments. Identification of pertinent physical site characteristics has been conducted via an engineering survey of the site area. This survey map includes utility lines, water lines and other significant physical features. b) Identification of Source and Extent of Release * Source of release subsequent to the line leak discovered in May 1986 will be determined during the underground storage tank (UST) replacement scheduled for March 6, 1989. All UST's and lines will be removed and replaced at this time. The excavation work required will allow determination of the I.. release.point. . * Horizontal and vertical extent of ground water contamination will be determined by the additional installation of monitoring wells downgradient from the site. Monitoring wells will be placed downgradient of present cluster wells "V" and "Y°to establish plume limits in this area. Groundwater samples will be collected and analyzed via EPA method 602 for volatile aromatic hydrocarbons. * Impact ofpossible VOC..releases.#rom.:the..present.treatrnent,—_.. system on the discharge pond will be defined by sampling of the surface water body and collection and analysis of stream bed sediment leading to the pond. Water samples.will be analyised via EPA method 602 for volatile organic aromatics. Stream bed sediment will be analyised on site via headspace method, utilizing a Photovac"Tip" photoionization meter. If deemed nessesary at that time, the soil sample will be analysied via EPA method 8020 at a laboratory. * The estimated volume of con taminated soil will be determined at the time of UST removal mentioned-above.The volume of groundwater contamination will be defined. once the plume dimensions have been determined as mentioned above. ..,...,..... ... ',•%tr..rw' ''-,..-F s+ '�'n',r. „+S.Y.ts v.,.r, „,te.l. �'�9Y a � - ..a,. .; .:.#h ^^y.. ,.dta .. ,:rr ,r,`•,•F��4.ua',dr v..e..'a...sa4,.u» .h, v .... - F r �-- .. :*.� �'c'r":ks`,� - z �� ,rx•; * 'r'.- ,n i`a �:4.n +?'�r'�w�'�' ,'.'".,^�i,..; F y * Information will be provided regarding potential migration. Potential pathways including; soil, groundwater; surface water, and air. Potential migration will be determined by such items as overburden materials, aquifer permeability data, and soil gas surveys conducted at.the site. Potential food chain pathways will be determined during the risk assessment procedure. * The existence of contaminants has previously been determined at the site. Potential plume migration will be determined based on analysis of surface water characteristics, ground water flow data collected during the above mentioned pump tests, and groundwater analysis via EPA method 602. * The potential for possible air emissions as a result of soil/groundwater contamination will be determined via analysis of; a soil gas survey conducted by Target Environmental Services in July of 1988, and present field data collected utilizing a Photovac 'Tip" photoionizabon-meter. c) Characterization of Oil and Hazardous Materials * The previously described soil and water sampling will further characterize type, volume, composition, and characteristics of the gasoline release. ; - , * Analysis of the gasoline,release will determine mobility, stability, volatility, and opportunity for bioaccumulation in conjunction with potential plume migration and aquifer flow data. d) Identification of Exposure Points and Determination of Exposure Point Concentrations. * This information is provided in limited detail within the Health and Safety Plan included in the Scope of Work. Complete requirements of this section will be included within the risk assessment. er • i e) Identification of Background Levels * Identification of background levels will be addressed via monthly sampling results and lead content analysis. fl Compilation of Maps * The following maps are to be provided from the data accumulated. * Topographic Map * Area Plan * Site Plan * Groundwater Plume / Project Plume Map * Pertinent Physical Characteristics Map g,h) Characterization of Risk of Harm to Safety, Public Welfare and the Environment ; *. A full scale Risk Assessment is to be preformed at the site addressing the items in (g) and (h). This Risk Assessment will be conducted by.Metcalf& Eddy Inc. of Wakefield, Massachusetts. i,j) The Evaluation of the Necessity for Remedial Response Actions * Presently, a recovery/treatment system is in operation under Short Term Measures (310 CUR 40.542). Additional treatment system design-will be evaluated within this section of the Phase II Site Assessment. - I Prepare a Final Phase II Site Assessment including all additional t information and data Submit to DEQE a Final Phase II Site Assessment Report. l - -`{ 3.0 TIME SCHEDULE OF EVENTS * Installation of additional downgradient off site monitoring wells. COMPLETED: January 1, 1989 * Analysis of soil borings for permeability/EPA 8020/lead content. COMPLETED: February 1, 1989 * Pump/recharge test on Recovery Well - 1. COMPLETED: February 28, 1989 I * Pump/recharge test on Recovery Well - 2. COMPLETED: April 15, 1989 i Replacement of USTs / Source of leak, extent of soil contamination. COMPLETED: Not scheduled at this time i * Groundwater Sampling via Total Lead Content _ "COMPLETED:-Febrbary 2, 1989 * Verification of Lead Content via Atomic Adsorption COMPLETED: April 1. 1989 i * Groundwater Sampling via EPA method 602. COMPLETED: Project Ongoing Monthly - 3„y x_ �� .'iv"��'.�'* �` ",fib r ''"c--} .5�a ��'',y�;�r�.'€L 's•« . + a��# ,, ;t; axeKwz�� ; � f i- Y �1 * I, Groundwater Monitoring COMPLETED: Project Ongoing Weekly * Surface Water Sampling via EPA method 602 COMPLETED: February 2, 1989 i — ak Stream Bed Sediment Testing (System Discharge Area) COMPLETED BY: April 15, 1989 * Air Emission Testing (Tower Effluent/Rainbow Motel) COMPLETED: Project Ongoing Weekly * Data/Records from Town of Barnstable. COMPLETED: May 1, 1989 * ` Risk Assessment for Site. COMPLETED: May 1, 1989 * Site Survey and creation of Base Map. �C011APLETED: December 21; 1887 * Data Review and Compilation of Phase II draft. COMPLETED: June 1, 1989 * Submission of Phase II Site Assessment. _- COMPLETED:July 1, 1989 �y��'� �.vst 4.0 SAMPLING PLAN QUALITY ASSURANCE / QUALITY CONTROL PLAN - r Submitted under sepe ate cover 1 _ i i i Y -v'! i'+.. -. .�.. ._ •r- _' ;y -..� �:......ifd:. .. .. .�+�...4-.� 7' _, +1 a e�+...* r �t�' � .z:s:Wu...+�+1Ss�'.x'1�1i� `yFo.,T'•x t'3.. _.. .,�. 5.0 HEALTH AND SAFETY PLAN , i i 3 3 • �i Ah— t.. ..__ u�..........:_.t; -�.,.�.�:v..�:::�csmr�+.�•ram•.:=�.•:r..ssemi`;.,'^�a�x.. .... _,.....�s._,...�-o-.w�nana_suy.--�.�..�_�..,..�._._ v-.:.F - _ i MCCOJNC HEALTIH & SAFETY PLAN I. GENERAL INFORMATION II. SI HAZARD OVERVIEW III. SITE DESCRIPTION AND HISTORY IV. HAZARD EVALUATION V. SITE SAFETY WORK PLAN t VI. EMMGE�Ti CY INFORMATION 3 I ZECCO,INC. HEALTH & SAFETY PLAN I`GENERAL INFORMATION SITE: Mobil Service Station LOCATION: Route 132 East, Hyannis, MA 02601 PREPARED BY: Thomas Brower DATE: 2/15/89 APPROVED BY: DATE: REMEDIATION/ INVESTIGATION OBJECTIVE(S): To recover product lost due to underground release via groundwater extraction combined with air stripping and carbon treatment. COMMENCEMENT PROPOSED DATE OF INVESTIGATION: Presently performing BACKGROUND REVIEW: Complete: X Preliminary: Incomplete: II. SITE/HAZARD OVERVIEW APPARENT HAZARD: TYPE OF FACILITY: STATUS OF FACILITY: Serious Imp. Active X Moderate Dump Inactive Low X Landfill Unknown None Open Unknown Enc. Other X WAS17E TYPE(): WASTE CHARACTERISTICS: TYPEIFORM OF HAZARD: Gas X Toxic — X Dust Liquid X Corrosive Liquid X Sludge Ignitable — X Fumes X Solid Volatile X Vapors X Unknown Radioactive Contact X Other Reactive Respiratory X Unknown Other Other IDLH I III. SITE DESCRIPTION & HISTORY DESCRIPTION Site located at intersections of Route 132 and Old StrAwhPrry Hill Road in the Town of Hyannis MA The station is bordered to the Edst• by an office building; to the West is Strawberry Hill Road with a hotel and condo- minium comolex all being down grade of the site; southern border holds another residential complex; North is bordered by Route 132. HISTORY: The site has been involved with remediation activities since May 1986, which involved tank testing; monitoring well installation; constructing and operating a recovery system and monitoring of system operations. IV. HAZARD EVALUATION The hazards at the site are low as free product contact should not be encountered. However, the drilling process may create a hazard to workers if gasoline contaminat cuttings are generated. Contaminated cuttings will be placed onto 6 ml poly and covered as mandated by DEQE. The proposed trenching for RW-2 may present physical hazards as the walls of the, excavation will be subject to collapse due to the sandy soil makeup. _ However, the depth required will not require the walls to be shored. Public Safety shall be assured by barricading or isolating work zones to prevent oublic access. V. SITE SAFETY WORK PLAN PERSONNEL: Resconsibility / Name Site !Manager: Glenn S. Goral Site Safety Orricer: Glenn S. Goral Regulatory Mass .DEQE Authority: 2 r Other:_ Drilling crew consisting of three (3) men. Note: All personnel are Health & Safety Trained. Total Team Size: 5 Team Briefing (Datefrime)• First morning of each work week GENERAL SAFETY REQLMIENIENTS: The following general safety procedures shall be followed by all persons entering and/or working on the site: Hard hats shall be worn as directed by site Health & Safety Officer. No employee or subcontractor may be allowed onsite without the prior knowledge and consent of the site Health & Safety Officer. All contractor or" subcontractor personnel shall bring to the attention of the site Health & Safety Officer or resident project representative any unsafe condition or practice associated with the site activities that they are unable to correct themselves. There will be no smoking, eating, chewing gum, or drinking in the restricted area. Team members • must avoid unnecessary contamination (i.e., walking through known or suspected "hot" zones or contaminated puddles, kneeling or sitting on the ground. leaning against potentially contaminated barrels or equipment). Respiratory devices may not be worn with beards, long sideburns, or under other conditions that prevent a proper seal. Respiratory devices may not be worn with contact lenses. PERIMETER ESTABLISHMENT: Map/Sketch Attached: Yes X No Site Secured: Yes NO X Contamination Zone Established: Not ago l i cab 1 e Field Office: Not applicable 3 PERSONNEL PROTECTION EQUIPMENT: Level of Protection: A g C X D X Notes: At all times during the drilling and trenching operations. all personnel will don Level D Equipment. *Should STEL exceed 300 PPM during air monitoring Level C. protection shall be doned by workers. If Level C is used, DECON will be required for affected eauioment and personnel . MONITORING/SURVEILLANCE EQUIPMENT: HNu/Photovac X Metal Detector OVA/GC EExplosimeter Draeger Tubes 02 Detector Radiation Survey Meter Notes: Real time monitoring shall be performed during drillina and trenching operations to reduce exposure hazards to workers. The established STEL (*) (short term exposure limit) shall not exceed 300 PPM during any phase of the project by unprotected workers. *SnnTEEL - 15 min. TWA (time weighted average) which shall not be exceeded at .DECO Personnel a work day. Personnel Stations: Deco Equipment: 1. Hand wash station/glove disposal Pressure wash drill 2. Boot wash station Eauipment as needed 4 3. 4. Equipment Decontamination: Should it be necessary to decon the drill auger or trenching eauinment: A berm of sand shall be built around contaminated eouipment to contain and absorb the liquid. Pressure washer shall be played onto contaminated equipment only as needed to prevent excess waste material for disposal . Remediation• INVESTIGATION-DERIVED WASTE DISPOSAL: Anv solid waste generated during drilling and trenching operations shall be stockpiled at site until - completion of system installation. At any time,. disposition shall be determined based on quantity of material generated. i 5 VI. EMERCENCY INFORMATION LOCAL RESOURCES Ambulance (508) 775-2323 Hospital Emergency Room (508) 771-1800 Poison Control Center 1-800-68 -9211 Police (508) 775-1212 Fire Department (508 755-2323 Airport (508) 775-8171 Explosive Unit N/A EPA Contact. N/A EMERGENCY ROUTES (Give road or other directions; map attached) HOSPITAL: Hospital located at: 27 Park Street Rt. 132 East to Airport Rotary to 28 East to Main St at Main Street. Go right. Park Street is 5th street on left. SITE RESOURCES Water Supply Station supplied Telephone Station supplied pay phone Radio N/A Other EMERGENCY CONTACTS Name. Title/Agency Telephone t 1. 2. 3. 4. 5. 6 SAFETY EQUIPMENT CHECKLIST (Check equipment q pment needed, indicating number needed at right) PERSONAL PROTECTION MONITORING AND SURVEILLANCE: _y Ultra-Twin r• Radiation _x Cartridges r 02 _x Safety Boots 5 _ OVA x _ Rubber Boots 5 Explosimeter X Coveralls (tyvek) 5 x HNU w/11.7 ev _x Coveralls (cotton) _5_ TLD Badges , x_ Hard Hat 5 Metal Detector PVC Rain Gear DECON EOUIPMENT: X Tub 1 Hitrile/Latex gloves Water Viton gloves Garbage can g _. w/liner Disposable booties X Bucket 1 Disposable gloves 1_2 Zr x plastic gargage 5 bags X Safety glasses 5 2r MISC.: First Aid Kit 1 Water OTHER (SoecifY): . Detergent Hand soap SCBA Cascade System T r SITE SAFETY BRIEFING ATTENDANCE Date and time: Given By: Name (Print) Cm=nv Signature 8 mop f • l , AlW I I t C Homitatdl j . S ,,r . . .► l • HOSPITAL LOCATION SCALE 1" = 2000 FEET r O q'Q N sirE SIVALL0W r �" POND r a Q GC ; SIT E LOCATION SCALE 1" = 200' i i APPENDIX 3.1 ANALYSIS OF PUMP TEST DATA ANALYSIS OF PUMP TEST DATA For.Recovery Well 1 (RW-1) Performed February 27, 1989 MOBIL SERVICE STATION Route 132 Hyannis, MA Prepared For: Mobil Oil Corporation 3225 Gallows Road Fairfax, Virginia Prepared By: Metcalf & Eddy Technologies Zecco Division Justine Smiegal Hydrogeologist March 8, 1989 I TABLE OF CONTENTS 1.0 Introduction 2.0 Purpose 3.0 Methodology and.Equipment 4.0 Results 5.0 Conclusions & Recommendations Page 1 1.0 INTRODUCTION On February 27, 1989 a pump test was conducted at the Mobil Service Station on Route 132 in Hyannis, MA. The site presently has an operating product recovery and groundwater treatment system located northwest of the station as shown in Figure 1. The present recovery well (RW-1) was utilized as the pumping well for this test. Three observation wells which are closest to RW-1 were also used in the pump test (OW-3, OW-7 and OW-9). The following sections describe the purpose, methodology and results of the pump test. 2.0 PURPOSE The purpose of the pump test was to determine the hydraulic parameters of the aquifer and to evaluate the performance of the recovery well. The test involved pumping of the existing recovery well at a constant rate and recording the effects on nearby observation wells as a means to determine aquifer properties and recovery well performance. A preliminary pump test performed at the site performed in January 1989, using a constant pumping rate of 20 gallons per minute (gpm), revealed a very high recharge rate and a very small amount of drawdown which in turn produced a large number of anomalies in the calculated data. A pump test with an increased pumping rate was recommended to produce accurate data for the hydraulic parameters of the aquifer and to determine the cone of influence at a higher pumping rate. 3.0 METHODOLOGY AND EQUIPMENT Prior to the test start, static water levels were recorded for all wells involved. All water table levels prior to and during the test were recorded with an electronic interface probe. A Grund Fro submersible pump was used to pump at flow rate of 45 gallons per minute (gpm). A temporary flow metering device was installed for the duration of the test in order to insure a constant and uniform flow rate. Upon commencement of the test, measurements were recorded for the following: I Page 2 i * time since the pump was started; * pumping rate; * dynamic water levels in pumping well; * dynamic water levels in observation wells; * time test ended. This data was recorded using a four channel Hermit.2000 data logger and four pressure transmitters. The readings were collected using a pre-programmed I logarithmic sampling schedule. Following the collection of raw data, distance- ` drawdown and time-drawdown diagrams were plotted and calculations were made for transmissivity, storage coefficients, permeability and hydraulic conductivity for each observation well. Also derived from a distance/drawdown graph was the cone of depression and cone of influence for the recovery well pumping at 45 gpm. 4.6 RESULTS The Cone of Depression was derived from a distance-drawdown diagram plotted on semilogarithic graph paper using the maximum drawdown in each observation well measured at the end of the pump test. By extending the reference point plotted in a straight line, the cone of depression is calculated to extend 55 feet from the recovery well at a pumping rate of 45 gpm as compared to a 44' foot radius at a pumping rate of 20 gpm. The radius of influence, calculated from extended drawdown calculations which are projected onto a distance-drawdown graph, is measured to be 11.5 feet from the center of the pumping well to the limit of the cone of depression. The data printout of the measurements recorded from well MW-7 were erroneous, exhibiting a rising head from the reference level during the test, as well as some other confusing figures. It is suspected that the pressure transmitter had malfunction during the test. Data produced for well MW-7 will not be utilized. ..'The following calculations measure the hydraulic parameters in wells MW-9, and MW-3 which are located 20 feet and 31 feet respectively from the pumping well. Calculations are generated for Transmissivity, Storage Coefficient, Permeability and Hydraulic Conductivity in each of the monitoring wells. i Page 3 WELL MW-9 Transmissivity T = 2640 As T = 264(45gpm) 0.038 ft. T = 312,632 gpd/ft. Storage Coefficient S = 0.3 T (to) rz .S = 0.3(312.632)(1.11x10"3) (400) S = 0.26 Permeability 312,632 gpd\ft = 3.6 x 104 gal/ft2/day 8.71 ft. I Hydraulic Conductivity K = 3.2 x 104 ft2 = 4.8 x 103 7.48gpd/ft Page 4 WELL MW-3 Transmissivity T = 264 0 Os T = 264(45gpm) 0.038 ft. T = 312,632 gpd/ft. Storage Coefficient S = 0.3Teo) r2 S = 0.3(312.632)(2.99x10"3) (961) S = 0.29 Permeability 312,632 gpd\ft =7.36 ft. 4.2 x 104 gal/ft2/day Hydraulic Conductivity K 4.2 x 104 ft2 = 5.7 x 103 ft/d 7.48gpd/ft Page 5 5.0 SUMMARY AND CONCLUSIONS A successful pump test was performed on RW-1 on February 27, 1989. Using an electronic data logger and pressure transmitters to accumulate data, and manual calculations of this data, congruent results were obtained for the aquifer characteristics. Data obtained from the distance-drawdown graph depicts the cone of depression for the recovery well to measures 55 feet in radius from the pumping well at the pumping rate of 45 gpm. The Radius of Influence as defined as the horizontal distance from the center of the pumping well to the limit of the cone of depression (formulated by forecasting extended drawdown from individual time-drawdown graphs for MW-9 and MW-3 and projecting these figures onto a distance- drawdown graph) is calculated to measure 115 feet. The test results at the flow rate of 45 gpm for RW-1 depict the aquifer to be limited in recharge. This is established in the time-drawdown graphs for both MW-9 and MW-3 which experience a sharp steepening of the semilog curve 400 to 500 minutes into the test. This development in a time-drawdown curve indicates a limited aquifer or the encounter of one or more impervious boundaries (geologic or hydrogeologic) at the time shown by the change in the slope. The boundary may be west of the recovery well in that this slope change occurs in wells MW-9 and MW-3 (located west of RW-1) in both the preliminary January 1989 test and the present-February 1989 test, yet not in Well MW-7 (located east of RW-1) in the preliminary test. The values for Transmissivity and Storage Coefficient for both monitoring wells concur as they should be expected to. The relatively high Transmissivity value of 312,632 gpd/ft or 3.1 x 105 gpd/ft corresponds to the subsurface materials, grain size and extent of the aquifer as established from soil boring logs at the site. The Storage Coefficient falls within the range of unconfined aquifers 4 an average of 0.28. The aquifer exhibits a high permeability averaging 3.9 x 10 ga,/ft /day and also corresponds to the representative aquifer materials classified as predominantly clean sands. The Hydraulic Conductivity values which average 5.25 x 103 ft/day coincides with the hydraulic conductivity of clean sands which make up this aquifer. TIME IN MINUTES i 10 I I I I I goo j I 1000 I i 11 l 1� —.—.jTI—��_I�--�_-_—- .. I I j II jIIII Ilf�IIIi II1IIIiII'!!I IIIl�,I�IIII''i I I i�II.I!II;�,lI�1'I a,'�,�fiI 1I:.ii'i;�;I 11�I:Il.l'�I i,'l';Il!I.„IiIai;iI'I il,:Ii.I IIIiII'llll•:j I!�i.!;;I!�I;'l.i�a'I i'�lll'�.iI!!lsli:Il':iI�,,..I!lIii!'II I l I.IP''i:.i..lIIII!,�i I I!il CIIi�It I!:Irs,�I�I!I I I!l I;Q;I:II.;I.!i`ii:l.;iIIII�I:,i'tIlliI I.I:ii II i�I!:'';Iii._IiI Ilji•!,�'rI l:I'Il s,'j4IiIl.I.,;.1�I;I1'�II'; II II III���I II II_I Ir I III I i�II I— —I 11 I I I II�I'I__III.I{II I'I'.III1,II II I II 3I,I.I Ii1II L'�l III I,;iIi l�I I,I�ilI I IIIIi I iiIjIII�il'I'i`lItl lI'iII ilI'I;'I�l lI s' �'i�IIIIl!I�iII E ID I D�� d W N R A.{ ;..P�I ' 12!I �-I II!I I I II2Iy�I-�a, s'I,h !I miI s,�I tRw;ii . 'I MITI III ' 31 � A i I I II I I I I II I I,I I II! i I I I alac I I !I I i•lil;li'i II11 j:i� I �j _.. 1 i I I i I I I .i11 i , I I � � I I � , III 'III ,I• ' ;'! I ' , • l IIII , , .1 I III • I.I I '' i I ' ' I i I •� I. I I ! ! I I I I I it I I I I I I I , TIME IN MINUTES 111hE D WIDOUTA!N RAP�i 1�-2�.as) i RW-1 Pu r III'lIi 1i I I I(!IiIIII�ilII.i_!�II dIIII fi I'1l!III I�I.I I-.l I s;!I jII II.!III�I'E.�I,1IIIIjIII-I III I!I'Ii,�'II I!.I''II,II.iIfIi.I'•l IiI!I.i I•!;�II;';II IiI!!••.I'!jj 1II'_I II';aIlI',i.I�'I:�'.I.:;i''Ii l':I:III�I'..I'!!l°iII f I Y;!�:II:i!Iil�IIIIa!!lI'I,i I,II.CI�L ilIl'I';''ii•�l!!I:II!r;!I!l.�:!!I iIIl;iIII'I!IIICI.1Ii!I I�'i i.I'II iiI''Ilfl.'l Il,tl.'�i Iil.:i!f I IllIIt:l,•;!I i.''r!I-.!'..:;I I:II�,..�II!III w'.IIIIlIII�lIII;iI i�!II;II!'I Ill;IIII�'l'::II�''Ij i.II�.! ,l,II:I.I I•'II.t_I I I!''I!_. :,!I�ir-1''.:'II•!Ir.I I -;'I.i I I-I1IIrI i!jI!i�x I!�II/I I I!I II?II I!I�II I!IiI I n I II II�I I I-�;!IIIIII�I'I II I�I II:..I,lI II II TI!I,Ii I'I IIi•I jII 3II I!II I;I;i,IIiII(j!II'IiI'.'!i I!III'I!II!�l,.!Ii�iI IIIrl;III!I I''Iii!I I!I�i i_i•�'!II.l�Ii�iI,l''�t Ii!i'I;I j i IiI!I lI i�,•!:l IlIIII,II II'I i,�I:!!!I•I�.I.;!I'I:i;:'. 1 i 3 '_IIi�,II!I Il(I I�,i;�i„I i I I!IL!..�1/rI'I!;!�•/�1�III1 II�II I T I b s4I��t i h II �'II!!�:I,I I-_I•I II iII Ili i 'IIIII I I I ; i .!. IfiII!i I II�I6-j' I."'jI. II'I !I lay I ! IIl j iI II.Il I �" i I III II I I I I i I i II II ! r. �: I I Ill... ► I ' I ' � l I ' I 5S T' i t 5•FEET I• I j I j l I I l l l l DISTANC5 DFIAWDOWN GRAPH RW-1 Pump Test (2-27-89 IIIj ,. a. lu i I I I I Ifif F .!I• li t � ^I lip ` � I :I' l i i I•I i i j i I I W �_ I I Illf lii � G I I � � j • I Ili ill' I i � • 'i � , i i l l I I I ; 7, j li itil i ! � , I � i • I I ► II I II � i ! ; III 'i; •Ij � � ' , � � � ! ' � � � I j � � I � I I i I i � I MAXIMUM RAWDOWN DURIP40 241HpUR PUMP TEST I I EXTENDED DRAWD WN i j ' •�I � I i ! j j j I ! I i I I i I 1 10 inn ��nn APPENDIX 4.1 TANK / LINE TEST OF 1988 Oiata Chart for Tank s ysll.utn Tightness Test .EASE PRINT OWNER Property❑ o r L r_� L^ C 0 /1 P v ,q i/ !� .✓ ❑ s ,�A C G V e � J / Address E O s / D�` I�esentan.e Q a J a Telephone Tank(s) rS' /`l' p Name A7d a Representative Telephone OPERATOR %t` c /.� ,9iE'�... FAQ ✓e Y V 9 t Y,q,y o 1/ q0.� Nyi9�tJ,Ja's n,q Name Address �"+� Telephone 3. REASON FOR D 0 G U;1_ /:,c1 R W/9 7-e,/Z /9 T [.o C A r, TEST -- - --- - •- �- --. ..- --- lExplain Fully) — -------- 4. WHO REQUESTED KO,) De «e fen ,',-j e !J ELL e f e 11,'Al f: Q/PdS . M._7y.JP, TEST AND WHEN Nam G D /.)��D S ' r Title /l O ✓. Com any or ntietio Data �r �� -� Address Telephone Identity by Direction Capacity Brand;Supoiier Grade A Opros.Age SleeUflbergtaa 5. TANK INVOLVED =1� 1L 4 cre- /`�d �j ,'�, e Use additional linos �U rr - �• tr /!. :/ 1,�{ for menifolded tanks rr i ��'rir ' r �` <C-G '1 '.t/` ' l Local-on Cover Fills r r Venl$ Siphons Pumps o. INSTALLATION ,t�,s'� r.�.,- y ,l Re n c T e DATA Rev J.9c/l e North inside driveway. Concrete.Black Top. Site.Titelill make.Drop Suction Remote Rest of station.etc. Earth.eta tubes.Remote Fills Sae.Manifolded Which tanks? Make if known 7. UNDERGROUND nn Is the water over the lank? WATER Depth to the water table U e,L O L'J r���xs, ❑�., dNo ranks to be filled 0 P o hr. /0-�j'-�F Dsle Arranged by a AJ D e t: L e f e-n 1'N a y1 IF. 4 r S' 8. FILL-UP Name Telephone ARRANGEMENTS E•its product to'lop otf and run tank tester. Mow and who to provide? Consider No Leed. ! l OL #- 3._- 7-A Ke Al /'/,l o /y o rti f /? TgN Kr * 1 - 0/9 Te /?orJ -S 7/;7 Terminal or other contact for notice or inquiry Company Name Telephone y. CONTRACTOR. D e L Le a r1 , It 43 MECHANICS. any other contractor involved -� 10. OTHER o e. T e-?M :u e o 4 y /10,1J ,' 7-6 4 4U e. 9.L_ 3 INFORMATION OR REMARKS 7AA1 K �1` o? a4 S T e 5P T e D w,'~A (,qn v/qq c.o,C- ,gaee o), Additional information on any items above.Official$or others tit be advised when testing is in progress or completed.Visitors or observers pietism during test,etc. Tests were made on the above tank systems In accordance with test procedures proscribed for 1. TEST RESULTS as detailed on attached test charts with results as follows: rank IdenMicitron_ right leakage indicated Dale Tested �# I ,voi�T��-- --�es 4-. 007 _G. P, _ # � __No ,?r/, ,v_O f . PyS C..4 .S+ /o • e>7S-�eP � _6_ .v o R r l7 yes __O L,f G P. N /O- oZ(,c - r P. r 2. SENSOR 13.This to to certify that these tank systems were tested on the date(s)shown.Those Indicated as-T1ghr meet the criteria established by the CERTIFICATION National Fire Protection Assoelatlon Pamphlet 324 Technicians D.I. a c 7jG Testing Contractor or Compan . By: Signature Sena No pt Thermal Ceniheallon a //621_767 U s<napr 7 E/✓� L e w oo O G A,ye, IJf�Rr.�, c x /P10,:ei 2 Address --� Cerli ication a //e- i//r^ PNE827 Name of SupW"er.Owner Or Dealer Aodress No.an]Sireel Is) City Slate Oat.of Test 15. TANK TO TEST 15a. BRIEF DIAGRAM OF TANK FIELD 16. CAPACITY Firroom/ a [ ...Chart Nominal Capacity ID U Tana manufacturer s Chart Identify by position Gallons �� ❑ Company Engineering DateS:L'r `� r'-of�'r By most accurate '�(� f(7 Q Charts supplied..In • Brand and Grade r _ dr capacity Chartavuebe Other Gallons 17. FILL-UP FOR TEST Total Gallons Gallons ea Henamg Stick Water BdnOtn before Fill-up to in. t m. Inventory ) Gallons Tank Diameter 18. SPECIAL CONDITIONS AND PROCEDURES TO TEST THIS TANK ❑Water in lank ❑ Linals)being tested with LVLLT Sae Manuel sections applicable.Check below and record procedure In log 127). ❑High water table,in lank ax[avallon Use maximum allowable teat pressure tot all teals. �— ✓ Four pound rate ode,not apply to ddaDlew.tl.d tanks. � 19. TANK MEASUREMENTS FOR Transfer total to line zsa TSTT ASSEMBLY r// ) 21. VAPOR RECOVERY SYSTEM ,{G Slags 1 El stage tl Complete section below Bottom of lank to pratle' ............................ in. Add 30-lot•r•probe may........................... _ 30 in. 24b. COEFFICIENT OF EXPANSION 1, is lour pound rule required? Yea ❑ NO Ll ' �1 Total tubing to assemble—approximate............. RECIPROCAL METHOD � Type of Product ...................... •?4�_� """" """" �` 2. Height to 12"mark from bottom of lank `� m. 20. EXTENSION HOSE SETTING -f � SJ Hydrometer Employed ...........:...................... H ' Tank top to grade'.................................. m. r Extend hose on auction tube 6-or more Temperature in Tank 'T 2 Preaaure et bottom o1 ens Is I. After Circulation J.,�. .-.'........ —�'F D.IOw lank lop...................................... to ................... Temperature of Sample ................................. 'F 4. Pressure at top of lank PSI. 'If Fill pipe extends above grace,use top of fill. 7 -. —1• ZZ. Tnermu•Senaor reeamq char circueaon _� Difference I-,-)......................................... _1•F digits _j _ Depth of burial %L m. <—G. 1 •F ODaervsd A.P.1.Gravr -s� ^- Between �-(� /1 23. Digits par•F M range of expected Change ^.J� Reciprocal /��✓ Peps.._.1 of Tank We digits � �_m. r COEFFICIENT OF EXPANSION (Complete alter circulation) 24 a. Collected A.P I.Gravely Total quantity in Reciprocal Volume change in Water tablern. �f lull lank 116 or 17) this lank per'F Observed A.P.I.Gravity................................... Transfer to Line 26a NOTES: Hyorometer employed................................... -H 24c. FOR TESTING WITH WATER lee Too,.C a O Observed Sample Temperature ......................... •F Corrected A.P.I.Gravity Water Temperature alter Circulation GWF.From Table A.................................... Table C .................. 'F Coefficient of Expansion Coefficient of Water The above calculation$ are to be used for dry sort conditions to for Involved Product Table O ............ .................................... selabbshapoblw nad m From Table B......eprsesuvantage,orwlenua Using ••'••"•••••••••"'••'•••"'••"'••••• ' rule to compensate for the presence of subsurface water In the lank Transfer COE to Line 25b. Added Surectanl? ❑Yea ❑No Transfer COE to Line 25b. area. Refer to N.F.PA. 30. Sections 2-3.2.e and 2-7.2 and the lank 25. (a) x (b) c (C) gallons manufacturer regarding allowable system lest pressures. Taal quantity in Coefficient of expansion for volume change in this lank full lank(Ia or 171 involved product per'F 26. La I ? �� + ' . _ �G•i' o .�.'�7 1� Thtsis !. Volume change her•F t25 or tab) f?Inns nwr•f in frost Vnlume chenne nwr hind lost J ' Jetuw �alrorauuu , .�,, 30. .....+DstAl._ 31. f•HESSURE VOLUME MEASUREMENTS IV) ��. JB.NET VOLUME 3y. TEMPERATURE COMPENSATION CHANGING ACCUMUTATEd LOG OF TEST PROCEDURES CONTROL RECORD TO.001 GAL. USE FACTOR gat EACH READING CHANGE 28' Record details of selling u 29. SlandPtpe Level Product In Product 36 37 lemoetalure DATE g in Inches 32' Graduate 33. 3S. and running lest (Use lull Reading Replaced 1 1 Change Computation Adlus+menl length of line it needed.) No Beginning Level to Thermal Higher- I[I•gat• Volume Minus TIME of which Before After Product Sensor Lower- Expansion• Expansion 1.1 or At Low Level compu+t 124 hr 1 Reading Restored Reading Reading Recovered 1.1 Reading Id Contraction- Contraction 1-1 Change Du now 9331V1—v3)ITl INFPA c(tlenat 149 do r ✓ 4 7 _) ) r ,.1 10 17 ?/ Q - a ?G4' S2G i I P-T Tank Test Data Charttetement: It is the responsibility of the owner and/or operator of this Additional Into Tank and product handling system has been tested light system to immediately advise state and local authorities of any according to the Precision Test Criteria as established by Implied hazard and the possibility of any reportable pollution to N.F.P.A. publication 329. This Is not Intended to indicate the environment as a result of the indicated failure of this permission of a leak. system.Heath Consultants Incorpprated does not assume any responsibility or liability for any loss of product to the 1. Net Volume Change at Conclusion of Prec n Test��gph OR environment. ❑ Tank and product handling system has failed the lank tightness Signature of Tester: Q test according to the PrecisiorrTest Criteria as established by N.F.P.A.publication 329. Tank Owner/Operator Dale: Date ---- - -.- --— --- ATTr, .11E'fT •e• PIta.se print : TEST METHCD /Qa / ; T-c_ Tank Testing Company CelltY E4ec7-41'c Cn, , S_ /jr_ Drte : l�:. ',`• (eou:F'any neme , address) Tank Ck,)ner /'Io�� L 0..4 Cy/f po le4 7'i'o ,y Te.nk Lacat i on /Sly9 2yq.Uuu q ti s f o Chet. s A S T,, E , Tank I de;t i f i c a t l on Number (on Dept . of Publ Ic Safety form F.P. 270 pa.rt 3 posted a+. Istor yc. ;,j. : i 1 It NOTE: If F .F. 270 was. not filed for this facility ,noti {y loci- ] ' ► re -department/di strict Reason for test ? G,9Soc ,.v a jrOVil D /W 9 40C.,r.Dt<<;i l'C a 4 ; t oe- 9 r# *o,,J , Tank Usage S It li,t.:,/c;-, Fill pipe diameter-7Tank age_ Tank construction ;',9e ( inches) t; Fars ? i Tank capacity ty //� �' p �li(/(/ Was tank cal i bra'.Fd ? 1•ES . ,C�� ( nal1or,$) If cal ibratediattach the cal ibration str- ip chart indicat ; nc prsz�.jc ; le .:z ; , a.mcunt added or remo ecF and number of increments . L:hen was the 1 ast bu 1 k de 1 i ver y ma.•e, : .rile Oa. .e type Cf Fir : _. : t .' Tye F a= product in tank a.t time of test J ff:.Letiol Of water ( if any) at time of tes.•t tJ Y, meunt of product added at time of test It. torllor,$) Und water height relative to tp.nk bottom at time of test d� test tonspensrte for 9?-ound wp.ter pressure an te.nE: YES t;0 �Mkoor pockets 4ound ? YES i•10� Where they el iminated = YES II: ht•r # tiny modifications made t the tans:/piping prior to, during or tf ter• Aht t*st ? YES NO If YES Explain what modifications.: -: FOR THE PURPOSES OF THIS SECTIO14 A NUN-TIGhT SYSTEM SHALL SE CETEFt'I'I=^ Er' A DEFINABLE LEAK RATE OF 0 .05 -CALLOIJS PER HOUR OR MORE. i"OJOA tfie test not completed or considered inconclusive ? YES NP•� i ► ► E: explain :_ Auk According to the t e I t results Is If trrik leaking ? YES ACCOrding to the test resuItf Is t.hF piplr,g leaVing ? lE=_ I f the tank %.nd or p I I n g F I' s--If conslc��rEd 1Ea.V. ln wrr the h,Ebr .f t►•E Crt1 fire department/di £trict notified ? YES NO [ATE IJOTIEIEh_ -TINE NOTIFIED * I CERTIFY Tit;4r -mr:: Ts 1 WAS C011D!11TEC► 0CCORDING TO THE FP,OTOCC-L CF Tw= TEST 11E71401) USED. 1EE:TII.1G WAS. DLT-, I'J ACCORDANCE WITH ALL C'C�!1`1110,:E L'►+ C'= N-'�Fc-'-IIU`ETTF RULES ANC► t:EGtrLATIGI.IS. ( tc-store signature ) (pr.int testars name ) !certlficrtlar nu.-,t•Er ) . te A; tAch C&I lbra.tion chart as aiell bs }11 F•Frtir►Fr,t data. tc, co; test Ch@.rt% clearly in_icz,.tir;Q tt+s p' aduct level9 tempers.ture sre reading tit intervals of r.o 1Fas, tt,ar, a„er : IE rnlnutCr, J The Completed test form Fs weII As rl ; Gthtr di- a a _ hElC 04 th,e iC,Ct.I f trE de Fr !rt�Entidi e♦ ata. EF,bI 1 by EUt:.? 1 t •.EG .� tp - F ,rict irt�rt.Fdlt, tely uFc•n cc.r,r• et ; c or 5-vo.w.O—W w_,or Addreea .v.er-0 Sthee.han Clry yeu Una of Teel 15. TANK TO TEST 15a. BRIEF DIAGRAM OF TANK FIELD 16. CAPACITY From 1l0 Slolon Chan Nominal Capacity �DDD ❑ Tank wlwtwur.rs Chan identify by Poulton Gallons ❑ Compe vy Engineering Date Su�2 U/UlL—�ie+F� Y Elid Ch s pplied with W 9Y most etcuM. 7 —Brad and Gne capacity Chan available ❑ Other Gallons 17. FILL-UP FOR TEST Total Gsilons Gallons K Resomg Sack Weser-u /y In. � beforeFllwp -- [� � h Inventory to W Gallate Tank Di~w r-70 2�7! 18. SPECIAL CONDITIONS AND PROCEDURES TO TEST THIS TANK �w.ler In tank IL I flit'`.)being toted with LVI.I.T gee manual auctions appticabla Check ewe.end reobld procedure In log(Tl). ❑HIWm water table In lank excavtlkxm J ®. Like maximum allow'bte lose pressure for ale lusts 19 TANK MEASUREMENTS FOR Transfer total to line 25e Four Pound t does not apply to doubt. .walled tank& TSTT ASSEMBLY complete section wow: —��a 21. VAPOR RECOVERY SYSTEM Wsst.g.I El stage it Bottom of tank to grade'............................ /In. ❑' AddMr lot-r probe nay"........................• 30 In. 24b. COEFFICIENT OF EXPANSION 1. Is toutpound rule required? yes Total Nblg o aaembte—approximate............. n. RECIPROCAL METHOD 2 Height to 12'mark from buxom of lank km. 20. EXTENSION HOSE SETTING Type of Product ......... ��,Q.— Tank top to grade'.................................. ' In. Hydrometer Employed .................................. H Extend home on auction tube 0-or more Temperaure In Tank 9. Pressure at bottom of tone P.S1. After Circulation - F below lank top...................................... In. Temp.refure of Sample................................. -F 4 Pressureel top of tank P.S1. 'ff F111 pipe extends above grade,uw top of 1111. 22. The mat-S.osoa r.sding ens circulation Dlnerenom 1-/-)......................................... -F digits Dep Hydrometerth of bums In. — •f -Observed A.P.I.Gravity ........................ 23. Diane per*F In range of expected change Reciprocal pope a Tank old In digns - COEFFICIENT OF EXPANSION (Complete after circulation) 24a. coneGso Ap.b.Gravel, Total cal al quantity In Rodpro - Volume change In 0 Walr table D In. fun tank I10 or 17) this tank per-F Observed AP.I.Grevay................................... Gap" Transfer to Lin*2tla NOTES: .Hydrometer employed................................... H Observed 24c. FOR TESTING WITH WATER s«Table C Q D Semple TampeMwa ......................... F Collected A.P.I.Gravity Water Temperature after CllCuWbn @ 00'i.from Table A.................................... Table C............................. (r(J../..•`sLg--•�. Coo Iclrn of Expansion Coefficient of Walr The .how Caleu1a11olla are to be used for dry suit condltlone to for Instead Product Table O.............................!!.!(700 (p establish 4 Positive Pre"uro advanta".or when using the four pound From Table B...................:........................ rule to comPenaste for the presence of subsurface water In the tank Transfer COE to Line 25b. Added Surfactant? W. ❑No Transfer COE to Lin.25b. Rotor 10 N.F.P.A. 30. Sections 2.121 and 2.7.2 and the tank 25. (a) , 1t (b) O.ograrn _ (c) ov 4trx, //4 gaecne manufscturaf regarding allowable system teat proeauraa Taal Quenuty In Coefficient of expansion for Volume change In[file tank fug tank Ile or Ir) Involved product Per•F //J1�/ Q . 26. (�fI�YrB'2795� . �f��_ _ � 2 9413 This IS Volume Chang.par-F(25 or 2eb) Dlgna per-F In feel Volume char . 0 Oar olOn teat a / I. --or Call-o.• ••—. � . ' 4(UHu: J 4. Jtf..... . .uME PRESSURE VOLUME MEASUREMENTS Ill) TEMPERAIURE COMPENSATION CHANGING VJ ACCUAwLATEC LOG Of TEST PROCEDURES CONTROL RECORD TO 001 GAL. USE FACTOR Ia1 EACH REAOiNG CHANGE 28. Record details 01 selling up 29. Slandpope Level 32. Product in 33.Product 35. 36. 37. ►emperalure DATE and running test.(Use full Reading in Inches Graduate Replaced 1-1 uuf on Change m Adjustment com putation Thermal Higher• Icl•fat., Volume Minus At Low Level comport length of line II needed.) °' Beginning Level to Sensor Lower- Expansion• Expansion t•1 or TIME of winch Before Alw Product Reading IU Contraction- Contra cron r-1 Change per Hour r24 hr I Reading Restored Reading Reading Recovered 1.1 a001w cl en 1-1 INFPA cmenar Jj 5 s � J gib, � � ! �.��► ) v % / / /.� 70/ 11 r ,r to S;'J . O✓G �1 f(o � Ga ^✓9 J'l c/ r' i z- ; (� / N 1.2 YBO G.o 09,1p 4 - ,, 4 S A- a 12 JO v40 -2tiQ Of -t Y ' JOI I -2j- / P-T Tank Test Data Chart 2 Statement: It is the responsibility of the owner and/or operator of this Additional Into � Tank and product handling system has been tested light system to immediately advise state and local authorities of any according to the Precision Test Criteria as established by implied hazard and the possibility of any reportable pollution to N.F.P.A. publication 329. This is not intended to indicate the environment as a result of the indicated failure of this permt33ion of a leak. system. Heath Consultants Incorporated does not assume any t Net Volume Change at Conclusion of Prewsio n responsibility or liability for any loss of product to the est '�� _/ OR environment. �,Q Tank and product handling system has failed the tank lightness Signature of Test r: test according to the Precision Test Criteria as established by Date: �e>�S1S1 l7 N.F.P.A.publication 329. Tank Owner/Operator Date ____ ATT.^-.Ct+11 1T •e- Pl cafe print : TEST HETHCD If'I 0- 7- < <° Tank Testing Company CM -1 61- e e i R, 'G C. n,, .r/) C. (corrtpany name , address r •� 1.. Tank Owner /706••4 Oi•C Co%' 4471',1 Tank Location /yy9 i lov� l, Tank Identification Number c1 IV0,` 7- (on Dept . of Public Safety form F.P. 270 pa.rt 3 posted at stor•a.gs NOTE: 14 F.F. 270 was not filed for this facility ,not. i4y 10c1. 1 fir* -department/district P.eason for test ? G�SoLi,y � � ;-y,•� O �•-� .�Ji?OvN17W/�l i'�2if� � COCi9, �.y. Tank Usage Fill pipe diameter y Tar.{•: aye Tank c on s t r u c t i c,n Fi'�ja/4% 4 4_SS ( inches) C;•Fars ) n T V ank capacity �C�LL.J I,:�a.s tank: cal i grated ? '+'ES (r;,.Iler+s) If cal ibrated attach the cal ibration st-• ip chart indicat .' nz pr :•d;,ct lea= ; , amcur• t added or removed. and number of incr•ementf . V.-hen was the l as bul k de l i very ma-Ile ? :Cie OS :E s t)'F'E Cf F'' o-- — t Typ F o= product in tank at time of test Let.yel of water ( if ar+y) at t ime of test e" k + t; .W°~=if.; Amcunt of product added at time of test (gallons) Ground eater height relative to tank bottom at time of test CeLow TANK t incnEe? Dees test ecaipensate for ground wa.ter Fire =surf on tt.nk ? YES t;O Vapor pockets found ? YES—Z 1.10 Where they eliminated 1 YES 1Jc ✓ Where any modifications made t the tank/F i p i ng prior to, during, or after. the test ? YES NO If YES Explain what modifications: FOR THE PURPOSES OF THIS SECT I O►4 A NUN-TIGHT SYSTEM SHALL BE GETE>:r•r 1E.^ By A DEFINABLE LEAK RATE OF 0 .05 -GALLONS PER HOUR OR MORE. Was the test not comp 1 eted or considered Inconclusive ? YES V !YC! + � DEB eypIain :A/� Pc 'e �^ COv4 D 40low e According to the test results I s tht, trnk leaking ? •�ES�_ ��;, r/ According to the test results is thrr Pipirig leaking ? YE: .;� If the tank F.nd or piping .1.1 corns.i &red Itaking wLt the he& tF.E tc•cai fire department/district notified ? YES NO [SATE NOTIFIED TIME NOTIFIED * I CERTIFY 7vw4r "11IE TEKI- WAS CONDUCTED ACCORDING TO THE FROTOCC:L CF T4E TEST IIET..6(OD USED. ?ESTING WAS. DOr�:c IN' ACCOREW4CE WITH, ALL CLF!I'll-10, E='L'►4 0= RULES AND F,EUG LATIONZ. s tor s signature) (print testors nar„e ) !certi4icatIon -nu•-,t.FrI �: tacfi crolibr-z-.tion chArt a F•ertiroero.t data to c0I F =_ of !h,t test charts clearly irz!icatina the product level , tempera.ture and t :- f reading at intervakis of no ! ess thar, ever-. I `: minutEs.. the completed test form as well as al , ath-r :!ata. steal l t.e eut•;r i t +gr! • - t` P ^.e c' of the � acai ftrc. d�FBrtrr,e t/district imrr.Edir. te_1y uFc.n cc,r.;. ic••. 71 SuW rave a adr. J sire. -ty 9a.- ,"nit or Text ---- 15. TANK TO TEST V 15a. BRIEF DIAGRAM OF TANK FIELD 16.CAPACITY From 7 �Stabn Chart .Or •J .yo T�,.b.nuy try position NornAN Capacity . Do a �� ElManufacturersG,r Tank Manufacturers , , ' r .. •— . Iona ❑ comwny Erwln«nrw Data .;... grand vW Ur _ By mop:ow,.t. " Y ❑ C..a.0.withcapacity Chan avoltable Otlldla El Other 17. FILL-UP FOR-TEST ,. Total Gallon. . Gallons as Reading Stick freers Baddrn -' O 9� ,, MlanFIIHip - k. � � a••a �.Z b M' YI` Inventory /�� flalorte Tank Dimffw r r - 18.' SPECIAL CONDITIONS AND PROCEDURES TO TEST THIS TANK, ❑vrate,In tank D Unitas)being tested with LVLLT Sae manual section applicable Chock below arid taoard procedure In log IM ❑Nigh ON table In tank eatavaktnLbe r Four ppoound nnrieimum addooes ot�pressure do for am b"walied t 19. TANK MEASUREMENTS FOR apply b douDlewuled Oar,k.. Trenaf•r iota to IIM?Sit Corn.plate section below: TSTT ASSEMBLY 21. VAPOR RECOVERY SYSTEM Vega I ❑stage it .) BodOm W lank to grade' ............................ y In. -� t. le tar pound ranie required? yes El No Addeo-for-T-probe easy..........................._ 30 In. 24b. COEFFICIENT OF EXPANSION Total tubing to stalem tl._•ppwaknet ,..............._L In. RECIPROCAL METHOD ' 2!Night to t2•mark from bortom of tank In. 20. EXTENSION HOSE SETTING type of Product ........................................ _ .. .. Tank top to grade'.. I O In. Hydrometer Employed.... N P .. s- 7 EaMa,d Iww on auction tube 6'or mores Temperature Cimure In Tank i Pleasure a bosom of terw .qL , /� p l/ f ` • i below tank top•.... In After CIfW lellOn.....................V.. _;11., .. 5.�'F .�.. • ...1 .. Temperature of sample................................. —a.a..._L_•F . t- l Pressure at top of tank P.S.L 11 Fill pipe extend.above grade.uaw top of IIII.•• . 22. Ttlervaii-saiisoonsedinotrais,circulation . digit. .• • l)apth of Duna In. -- r3 0 J 'F Observed A.P.I.Gravity ................................. _ Between 23. Otplla per•F In range of expected charge JO/ Reciprocal l5/L�_ Peg.Of Tent da In. digits . COEFFICIENT OF EXPANSION (Complete after circulation) '�2,70, 24a. Corrected A.P.I.gravity Total Quantity In fiecipm" Volume change In Wider table in. Observed tank(tit a 17) this lank par•F Oo• ve0 A.P.O.!Lanky...................................NOTES: Transfer to Line 26a. Hydrometer wnployed................................... H 24c. FOR TESTING WITH WATER sob,Table C a o Oberved Sample Temperature ......................... •F Corrected A.P.I.Orevfly, •r @ aG•F,from Table A.................... Water Temperature after C1roulabn Table C............ Coefficient of Expansion Coo fklant of Water The above talculatlona are to be used lot dry eon Condition*to for Involved Product Table O estaDllahapositivepr.aaureadvanlepa,or when using the four pound From Table B............................................. rule to coMp.naate lot Ile presence of subo uhp watar In the lank ati< Transfer COEto Ur,.25D. /I AddedSuAacuraT ❑Yes ❑No Transfer COE to Una 25b. Relay to N.F.P.A. 30. Sections 2.12il and 2-7.2 and the lank 25. (a) >s (b) o (c) manufaotufsr regarding allowable syatartt last prwuraa Total qufntlly In Coefficient OI expansion for Volume change In this tank gallons fun tank(tt)or III Involved Product par•F 26. (a) G-PfrO Q �/,`� , _ 70/ _ . 0-1-2Col_ Thin of vaiume change per'F(25 or tab) 171pits Pw•F In test Volume Change per dlprl lent r Sensor CaIlDralroh��� a,�2 � JV. AYDROSIAIw 3'1 — - - _ A.-- PRESSURE VOLUME MEASUREMENTS IV) TEMPERATURE COMPENSATION �•NET VOLUME 39. CONTROL RECORD TO A01 GAL. USE FACTOR(a) CHANGING ACCUMULATED LOG OF TEST PROCEDURES EACH READING CHANGE 28. Record details of selling up 29• Standpipe Level 32. Product in 33.Product 35. 36. 37• Temperature DATE and running lest.(Use lull Reading in Inches Graduate Replaced(-) Change m Adjustment g Co putation lenglh of line It needed.) N0' Beginning Level to Thermal Nigher• (c)•jai- Volume Minus TIME of which Before Aher Product Sensor Lower- Expansion• Expansion(•)or At Low Level compul Reading (c) Contraction- Contraction(-) Change per Hour (21 he) Reading Restored Reading Reading Recovered(y 03(V)—837(T) INFPA crilena) ow Ae OF • O • • J � No 047 . 8 yr 1114 .-413i. .�' — : r If J. ,s' .r rL two 3i' ysG + a / C. 4Jy -t f' /azoja ,a �. Y.Z ¢ -- - 700 f -ri 7 +J, f oa •,,� 0 -J+?sue Ply 4 -f .271 Y - 111rIa IJ Il U S�= f # � ' 9 P-T Tank Test Data Chart 2 atement: It-is the Tesponslbility of the owner and/or operator-of this Additional Into Bank and product handling system has been tested tight system to immediately advise state and local authorities of tiny eocording to 1he Precision Test Criteria as established by implied hazard and the N.F.P.A. publication 329. This Is not intended to Indicate possibilityefthe of anyreportableirate failure ofthis o the environment as a result of the indicated failure of thin Y permission of a leak.:. System.Heath Consultants Incor y W/� J+. I poretod does not assume an OR r responsibility or UeDlllty for any Joss of product to the t. Net Volume Change at Conclusion of esl_gP i -� environment. ❑ Tank and product handling system has failed the tank tlghtnesa Signature of Tester: teat according to the PrsdslonieatJ±rllerl■as established by Date: _/0���/�� N.F.P.A.publication 329. Tank Owner/Operator _ ATTr:Ni IE!1T `e• Plra.fe Print : RP TEST H ET H C D �'f_' i ?, Tank Testing Company CA/ly �� eCT/�i C �,�o,u it/C . Date : (eorrepany name , address) e.�g,vP W.�Rul� cK ?•1 e� PP6' 7 F_ ,t/9LF_W CO D , Tank Djner o b 4 CoRR044 T/'o,y Tank Lc-c a t i on IVY 9 .LyAV o v j o C/e.4.5..CA S %, �, 13cs %c+.cl, %1�� ����a HYA�✓.��'s� r� Tank Identification Number 3 IVO_ le %� _ ( on Dept . of Publ is Safety form F.P . LSO pa.rt 3 posted at stor iz.:: i l NOTE: If F. F. 290 was. not filed for thire. facility ,noti4y locFl fire .department/di strict i P.eason for test 7 V A.So4 i.de /?` e n ✓e1Z6-D -�A,0/7 c),Cov,dD c%q ieit' ,q 7- Tank Usage Fi 11 pipe diameter `� Tank age_ Tank constructic,n ( inches ) < ; F:.rs > Tank capac i ty !/ , cc. J1 Wa—s tank: cal i bra ted ? DES : .0 {� I ons> If calibrated attach the cal ibration s.t-• ip chart indicat ; r�g Frc•d.,c •, la .:el , amcur• t added or, removed. and number cif increments . V.-hen L,.as the 1 as bu 1 k de l I vsr y ma•-ie : •rite , da. .E , type- cf F.r T�—r F o= product 1 n tank t t ime of test of water ( if any) at time c.f test Arricunt of pre-duet added at t ime of test / �} (gal 1 or,E) Ground water height relative to tP.nV, bottoT, Rt time of test decow 7/1/J ( inchE = � Dae: test corr►pensrte for ground water pre =sure on ta.rik ? YES ►;0 VaFor pockets found ? YES 1.10_L/ Where they el iminated YES 11: Where tiny mad I f 1 ea.t i on£ made to the tangy:/piping prior to, during , or a.f te- the test ? YES NQ�_ If YES Explain what modifications : FOR THE PURPOSES OF THIS SECTIO14 A NUN-TIGHT SYSTEM SHALL EE DETEP-MV:=L� ey A DEFINABLE LEAK RATE OF 0 .05 -GALLONS PER HOUR OR MORE. Was 'the test not completed or considered Inconclusive ? YES !�t' explaln s to low According to the test results. Is tF,E tar}I,: leaking ? YES According to the test results Is the piping leaking ? YE: If the tank t:.nd or piping is. eonridrrrEd Iep.11Ing wtF the hear cf tt-e Ic;c fire department/district notified ? YES NO [SATE 140TIFIED TIME NOTIFIED +' I Cf_RTIFY Tvw;r 11117 TE�-1- WAS COHD!ICTEU ACCORDING TO THE FPOTOCC:L CF TWE TEST MET- k(OD USED. 7ESTING WAS: DUt-:i= I}1 'PCCOF.CtANCE WITH ALL C'C�i•1t!0.:E=-:.'� C'=RULES AND REUGULATIONS. � testors signature ) (print testors mare ) ( certific* tior, nur,t.Er ) 1, tAch calibr-ztion chart Ps k•jell as 11 pe rEa�inq 8t intervals of rtinent dsta to co- Ec of :.he .est charts clearly ineicatir}o th5 p aduct le��e1 teR�perr.ture end t :-e �f no less this, eve minutes. *he completed test form as tmel l as a1 ; otF}-r d&.tr.. shalt tP sut•T i t `.er +_ t`-P ..EEC ofF t }e C-Cill f rE G'c -r ♦ � � , _ �•e .Ri E Midi . a.r i o t i R�R�E d l l• t E l y� u F e•n e e•n;,• I r t ; Aft For Use With t �I pNrO� rI I (uc.noN !S!;!� c ,9.✓ou / n' v� t 0 U✓o T }orf•uoP —/F! <�9F,}D iqc.v'e y ",..- ......,•.... ..Nw.. L...�•... �; —�•+. D..�.. • N Orr• •.+�.,. r r.w.•.Iwe,r r.i..r•.•w• 1 RI ASON FOR 1l ST f Lv M L?r /}f J '�C/� L•I l L L �IL Zn 2'I�_°O- � r.J JrciL {,.�/�r, ••/.e - Jecc s T(ST Pminsieo�+ •� [' >`r r•}• ✓e LJ/• 0 3 ? s• ,:c .... .e.r... ow.•N• .Nw Al /Srf CIAL INSTRUCTIONS'' -I T CONTRACTOR OR COMPANY MAKING T(ST MICNANICISI NAMI �. E�e'[ -/', �,T 1,1/f _ F, 4.c;7J •11 M_ I IS A PAN[T(ST TO of +IS I MA[(AND TYP(OF Mao(WITH 1N1S tIN( I(ST I PUMP OR DiSrINSEPS .S I'(/.7 a•r!S. •(e 3 ❑"0 C",.' c to nurau S°J•`I 1(\I P(RATVP(w TANKS—'! C C.✓L/I G i AU.P L 1)(11 _-'C oven tINfS C IUPIAt D(ITN /• '. 11 IP(SS'JR! LOG O•t (sutfs 11 iOlht UY I}IiM( 1} (SI IROCl Dl1Rf S. I IS vOtUM( 1.i(St A f Ar;N tIN1 I (•,Iil iIAR+I AMI4 III,TI MrE R.'UP(, OI.OR IPA I PfA01Ni N!T AS tf Silo 'nf At NIP,11C. CONCLUSIONS.PIPAIAS ANO COMMf NTS IlIOAf II(R s(I0.6 I AIT1P CNANOf .. '--.—_ -/�.; .i I C[o S c'O_-(.r i- S c/,'r J •C J I S✓�i— ��. l < .c,'s•e %rJ : — IJC.0 15'C %A�+K // Sf <.e✓: t,�le _es_ _3o. 01 le. o 0%6 09G oen _e_e✓- c ..✓e %es_ 30.0130. 4, c'9e —056 --oOv -- -/aZa �_ -c'v ✓ � <"Ale- re-S -3C. 0 30. oy4_ o9G coo c/ VL! Ie , e '7 /j,tecv -/�.9C< Je vj ' JiS J �o f, o1S -- II -i i F I APPENDIX 4.2 MONITORING WELL ANALYSIS H YDROSAMP LE LABORATORY Division of Zecco Incorporated A Metcalf & Eddy Technologies Company 367 West Main Street, Northboro, MA OIS32 Phone: (508)393-7222 FAX: (508) 393-3074 Mr. Alan C. Ford, Laboratory Manager REPORT OF ANALYSIS 602 Purgeables CLIENT: Mobil Oil Corporation DATE COLLECTED:04/28/89 580 Chelsea Street DATE RECEIVED :06/01/89 E. Boston, MA DATE REPORTED cOS/08/89 YOUR P. 0. a HYDROSAMPLE NUMBER: 4098 SAMPLE IDENTIFICATION: Mobil Station 01-QJN, 42 Hyannis, MA MATRIX: Water in glass COLLECTED BY: R. Downey -----------------------------------------UN--ITS------------------------------------i PARAMETER RESULT DETECTION METHOD DATE OF DESCRIPTION LIMIT REFERENCE ANALYSIS ------------------------------------------------------------------------ BENZENE 20000 ug/L 800 624 0) 05/04/89 CHLOROBENZENE * ug/L 800 824(1) ETHYL BENZENE 7300 ug/L 1000 624(1) TOLUENE 67000 ug/L 1000 624(1) total XYLENES 36000 ug/L 1000 624(1) 1 ,2 DICHLOROBENZENE * ug/L 1000 624(1 ) 1 ,3 DICHLOROBENZENE * ug/L 1000 624(1 ) 1 ,4 DICHLOROBENZENE * ug/L 1000 624(1) NOTE: *, if present, indicates this parameter is below the limit of detection. (1) Methods for Organic Chemical Analysis of Municipal and Industrial Wastewater EPA-600/4-82-067 July 1982. HYDROSAMPLE, DIVISION of ZECCO, INC. A Metcalf & Eddy Technologies Company - - - -- �� ; ---14 STATE CERTIFIED LABORATORY / MASSACHUSETTS - MA097 CONNECTICUT - PHOS28 H Y D R 0 S A M P L E L A B O R A T O R Y Division of Zecco Incorporated A Metcalf & Eddy Technologies Company 367 West Main Street, Northboro, MA 01532 Phone: (508)393-7222 FAX: (508) 393-3074 Mr. Alan C. Ford, Laboratory Manager REPORT OF ANALYSIS 602 Purgeables CLIENT: Mobil Oil Corporation DATE C0LLECTED:04/27/89 580 Chelsea Street DATE RECEIVED :04/28/89 E. Boston, MA DATE REPORTED :05/04/89 YOUR P. 0. a HYDROSAMPLE NUMBER: 4052 SAMPLE IDENTIFICATION: Mobil Station 01-QJN, MW-4 Hyannis, MA MATRIX: Water in glass COLLECTED BY: R. Downey -------------------------------------------------------------------=----------- PARAMETER --RESULT_ UNITS DETECTION METHOD DATE OF DESCRIPTION ______ LIMIT REFERENCE ANALYSIS BENZENE * ug/L 4.0 624(1) 05/01/89 CHLOROBENZENE * ug/L 4.0 624(1) ETHYL BENZENE * u.g/L 5.0 624(1) TOLUENE * ug/L 5.0 624(1) total XYLENES * ug/L 5.0 624(1) 1 ,2 DICHLOROBENZENE * ug/L 5.0 624(1 ) 1 ,3 DICHLOROBENZENE * ug/L 5.0 624(1) 1 ,4 DICHLOROBENZENE * ug/L 5.0 624(1 ) NOTE: *, if present, indicates this parameter is below the limit of detection. (1) Methods for Organic Chemical Analysis of Municipal and Industrial Wastewater EPA-600/4-82-057 July 1982. HYDROSAMPLE, DIVISION of ZECCO, INC. A Metcalf & Eddy Technologies Company STATE CERTIFIED LABORATORY / MASSACHUSETTS - MA097 : CONNECTICUT - PH0628 H YDROSAMPLE LABORATORY Division of Zecco Incorporated A Metcalf & Eddy Technologies. Company 367 West Main Street, Northboro, MA 01532 , Phone: (508)393-7222 FAX: (508) 393-3074 Mr. Alan C. Ford, Laboratory Manager REPORT OF ANALYSIS 602 Purgeables CLIENT: Mobil Oil Corporation DATE COLLECTED•04/27/89 580 Chelsea Street DATE RECEIVED :04/28/89 E. Boston, MA DATE REPORTED :05/04/89 YOUR P. 0. u : HYDROSAMPLE NUMBER: 4053 SAMPLE IDENTIFICATION: Mobil Station 01-QJN, MW-5 Hyannis, MA MATRIX: Water in glass COLLECTED BY: R. Downey ---------------------------------------------------------- -------- " PARAMETER RESULT UNITS DETECTION METHOD DATE OF DESCRIPTION LIMIT REFERENCE ANALYSIS ------------------------------------------------------------------------- BENZENE * ug/L 4.0 624 0) 05/01/89 CHLOROBENZENE * ug/L 4.0 624 0) ETHYL BENZENE * u.g/L 5.0 624(1 ) TOLUENE * ug/L 5.0 624(1 ) total XYLENES * ug/L 5.0 624 0 ) 1 ,2 DICHLOROBENZENE * ug/L 5.0 624(1 ) 1 ,3 DICHLOROBENZENE * ug/L 5.0 624 0 ) 1 ,4 DICHLOROBENZENE * ug/L 5.0 624(1 ) NOTE: *, if present, indicates this parameter is below the limit of detection. (1) Methods for Organic Chemical Analysis of Municipal and Industrial Wastewater EPA-600/4-82-057 July 1982. HYDROSAMPLE, DIVISION of ZECCO, INC. A Metcalf & Eddy Technologies Company STATE CERTIFIED LABORATORY / MASSACHUSETTS - MA097 CONNECTICUT - PH0628 H YOROSAMP LE LABORATORY Division of Zecco Incorporated A Metcalf & Eddy Technologies Company 367 West Main Street, Northboro, MA 01532 ' Phone: (508)393-7222 FAX: (508) 393-3074 Mr. Alan C. Ford, Laboratory Manager REPORT .OF ANALYSIS 602 Purgeables CLIENT: Mobil Oil Corporation DATE COLLECTED:04/28/89 580 Chelsea Street DATE RECEIVED :05/01/89 E. Boston, MA DATE REPORTED :05/08/89 YOUR P. 0. HYDROSAMPLE NUMBER: 4099 SAMPLE IDENTIFICATION: Mobil Station 01-GJN, 46 Hyannis, MA MATRIX: Water in glass COLLECTED BY: R. Downey ------------------------------------------------------------------------------- PARAMETER RESULT UNITS DETECTION METH00 DATE OF DESCRIPTION LIMIT REFERENCE ANALYSIS ------------------------------------- ------------....------------------- BENZENE 1800 ug/L 200 624(1) 05/04/89 CHLOROBENZENE * ug/L 200 624(1) ETHYL BENZENE 600 ug/L 250 624(1 ) TOLUENE 9300 ug/L 250 624(1) total XYLENES 7700 ug/L 250 624(1 ) 1 ,2 DICHLOROBENZENE ug/L 250 624(1) 1 ,3 DICHLOROBENZENE * ug/L 250 624(1) 1 ,4 DICHLOROBENZENE * ug/L 250 624(1) NOTE: *, if present, indicates this parameter is below the limit of detection. (1) Methods for Organic Chemical Analysis of Municipal and Industrial Wastewater EPA-600/4-82-057 July 1982. HYDROSAMPLE, DIVISION of ZECCO, INC. A Metcalf & Eddy Technologies Company STATE CERTIFIED LABORATORY / MASSACHUSETTS - MA097 CONNECTICUT - PHO628 Division of Zecco Incorporated A Metcalf & Eddy Technologies Company 367 West Main Street, Northboro, MA 01532 Phone: (508)393-7222 FAX: (508) 393-3074 Mr. Alan C. Ford, Laboratory Manager REPORT OF ANALYSIS 602 Purgeables CLIENT: Mobil Oil Corporation DATE COLLECTED:04/28/89 580 Chelsea Street DATE RECEIVED :05/01/89 E. Boston, MA DATE REPORTED :05/08/89 YOUR P. 0. >: HYDROSAMPLE NUMBER: 4100 SAMPLE IDENTIFICATION: Mobil Station 01-QJN, 47 Hyannis, MA MATRIX: Water In glass COLLECTED BY: R. Downey --- ________________________________________________________________r----------- PARAMETER RESULT UNITS DETECTION METHOD DATE OF --DESCRIPTION------------------------------------ --LIMIT REE�fl�1��__9NALY�1� BENZENE 13000 ug/L 400 624 0 ) 05/04/89 CHLOROBENZENE * ug/L 400 624 0) ETHYL BENZENE 3000 ug/L 600 624(1 ) TOLUENE 30000 ug/L 500 624(1) total XYLENES 17000 ug/L 600 624(1) 1 ,2 DICHLOROBENZENE * ug/L 500 624(1 ) 1 ,3 DICHLOROBENZENE * ug/L 500 624 0 ) 1 ,4 DICHLOROBENZENE * ug/L 500 624 0 ) NOTE: *, If present, Indicates this parameter is below the limit of detection. (1) Methods for Organic Chemical Analysis of Municipal and Industrial Wastewater EPA-600/4-82-067 July 1982. HYDROSAMPLE, DIVISION of ZECCO, INC. A Metcalf 6 Eddy Technologies Company STATE CERTIFIED LABORATORY / MASSACHUSETTS - MA097 : CONNECTICUT - PHO628 H Y DROSAMPLE LABORATORY Division of Zecco Incorporated A Metcalf & Eddy Technologies Company 367 West Main Street, Northboro, MA 01532 Phone: (508)393-7222 FAX: (508) 393-3074 Mr. Alan C. Ford, Laboratory Manager REPORT OF ANALYSIS 602 Purgeables CLIENT: Mobil Oil Corporation DATE COLLECTED:04/27/89 580 Chelsea Street DATE RECEIVED :04/28/89 E. Boston, MA DATE REPORTED :05/04/89 YOUR P. 0. a HYDROSAMPLE NUMBER: 4054 SAMPLE IDENTIFICATION: Mobil Station 01-QJN, MW-8 Hyannis, MA MATRIX: Water in glass COLLECTED BY: R. Downey ------------ PARAMETER RESULT UNITS DETECTION METHOD DATE OF DESCRIPTION ------------------------------- __LIMIT_ REFERENCE__ANALYSIS BENZENE * ug/L 4.0 624(1) 05/01/89 CHLOROBENZENE * ug/L 4.0 624 0) ETHYL BENZENE +► ug/L 5.0 624 0) TOLUENE * ug/L 5.0 624(1) total XYLENES * ug/L 5.0 624(1 ) 1 ,2 DICHLOROBENZENE ug/L 5.0 624(1) 1 ,3 DICHLOROBENZENE * ug/L 5.0 624(1) 1 ,4 DICHLOROBENZENE +► ug/L 5.0 624(1) NOTE: *, if present, indicates this parameter is below the limit of detection. (1) Methods for Organic Chemical Analysis of Municipal and Industrial Wastewater EPA-600/4-82-057 July 1982. HYDROSAMPLE, DIVISION of ZECCO, INC. A Metcalf & Eddy Technologies Company STATE CERTIFIED LABORATORY / MASSACHUSETTS - MA097 : CONNECTICUT - PHO628 H YDROSAMPLE LABORATORY Division of Zecco Incorporated A Metcalf & Eddy Technologies Company 367 West Main Street, Northboro, MA 01532 Phone: (508)393-7222 FAX: (508) 393-3074 Mr . Alan C. Ford, Laboratory Manager REPORT OF ANALYSIS 602 Purgeables CLIENT: Mobil Oil Corporation DATE COLLECTED:04/27/89 580 Chelsea Street DATE RECEIVED :04/28/89 E. Boston, MA DATE REPORTED :05/04/89 YOUR P. 0. 4 : HYDROSAMPLE NUMBER: 4055 SAMPLE IDENTIFICATION: Mobil Station 01-QJN, MW-9 Hyannis, MA MATRIX: Water in glass COLLECTED BY: R. Downey -------------------------------------------------------------------- PARAMETER RESULT ------- - UNITS DETECTION METHOD DATE-OF DESCRIPTION LIMIT REFERENCE ANALYSIS BENZENE * ug/L 4.0 624 0) 05/01/89 CHLOROBENZENE * ug/L 4.0 624 0 ) ETHYL BENZENE * u.g/L 5.0 624(1 ) TOLUENE * ug/L 5.0 624(1) total XYLENES ug/L 5.0 624(1) 1 ,2 DICHLOROBENZENE * ug/L 5.0 624(1 ) 1 ,3 DICHLOROBENZENE ug/L 5.0 624(1 ) 1 ,4 DICHLOROBENZENE * ug/L 5.0 624 0 ) NOTE: *, if present, indicates this parameter is below the limit of detection. (1) Methods for Organic Chemical Analysis of Municipal and Industrial Wastewater EPA-600/4-82-057 July 1982. HYDROSAMPLE, DIVISION of ZECCO, INC. A Metcalf & Eddy Technologies Company STATE CERTIFIED LABORATORY / MASSACHUSETTS - MA097 CONNECT-ICUT - PHO628 i H Y D R 0 S A M P L E L A B O R A T O R Y Division of Zecco Incorporated A Metcalf & Eddy Technologies Company ` 367 West Main Street, Northboro, MA 01532 1 ' Phone: (508)393-7222 FAX: (508) 393-3074 Mr. Alan C. Ford, Laboratory Manager REPORT .OF ANALYSIS 602 Purgeables CLIENT: Mobil Oil Corporation DATE COLLECTED:04/28/89 580 Chelsea Street DATE RECEIVED :O5/01/89 E. Boston, MA DATE REPORTED :O6/08/89 YOUR P. 0. st. HYDROSAMPLE NUMBER: 4101 SAMPLE IDENTIFICATION: Mobil Station 01-QJN, 410 Hyannis, MA MATRIX: Water in glass COLLECTED BY: R. Downey ------------------------------------------------------------------------------- PARAMETER RESULT UNITS DETECTION METHOD DATE OF __DESCRIPTION LIMIT REFERENCE__ANA�Y�I„� BENZENE 4200 ug/L 200 624(1) 06/04/89 CHLOROBENZENE * ug/L 200 624(1) ETHYL BENZENE 310 ug/L 250 624 0) TOLUENE 6300 ug/L 250 624 0 ) total XYLENES 4000 ug/L 250 624 0 ) 1 ,2 DICHLOROBENZENE * ug/L 250 624 0) 1 ,3 DICHLOROBENZENE * ug/L 250 624(1) 1 ,4 DICHLOROBENZENE * ug/L 250 624(1 ) NOTE: *, if present, indicates this parameter Is below the limit of I.. detection. (1) Methods for Organic Chemical Analysis of Municipal and Industrial Wastewater EPA-600/4-82-057 July 1982. HYDROSAMPLE, DIVISION of ZECCO, INC. A Metcalf & Eddy Technologies Company STATE CERTIFIED LABORATORY / MASSACHUSETTS - MA097 CONNECTICUT - PH0628 . H Y D R 0 S A M P L E L A B O R A T O R Y Division of Zecco Incorporated A Metcalf & Eddy Technologies Company 387 West Main Street, Northboro, MA 01532 ' Phone: (508)393-7222 FAX: (508) 393-3074 Mr. Alan C. Ford, Laboratory Manager REPORT -OF ANALYSIS 602 Purgeables CLIENT: Mobil Oil Corporation DATE COLLECTED:04/28/89 580 Chelsea Street DATE RECEIVED :05/01/89 E. Boston, MA DATE REPORTED :05/08/89 YOUR P. 0. U. ; HYDROSAMPLE NUMBER: 4102 SAMPLE IDENTIFICATION: Mobil Station 01-QJN, 411 Hyannis, MA MATRIX: Water in glass COLLECTED BY: R. Downey --------------------------------------------------------------------- PARAMETER RESULT UNITS DETECTION METHOD DATE OF DESCRIPTION ___________________________ LIMIT ------- ---------------REFERENCE-----------ANALYSIS ------ BENZENE * ug/L 200 624 0 ) OE/04/89 CHLOROBENZENE * ug/L 200 624 0) ETHYL BENZENE 700 u-g/L 250 624(1) TOLUENE 2000 ug/L 250 624 0) total XYLENES 3600 ug/L 250 624(1) 1 ,2 DICHLOROBENZENE * ug/L 250 6240) 1 ,3 DICHLOROBENZENE * ug/L 250 624(1 ) 1 ,4 DICHLOROBENZENE * ug/L 250 624 0 ) NOTE: *, if present, Indicates this parameter Is below the limit of detection. (1) Methods for Organic Chemical Analysis of Municipal and Industrial Wastewater EPA-600/4-82-057 July 1982. HYDROSAMPLE, DIVISION of ZECCO, INC. A Metcalf & Eddy Technologies Company STATE CERTIFIED LABORATORY / MASSACHUSETTS - MA097 : CONNECTICUT - PHO628 H Y DROSAMPLE LABORATORY D-Ivision of Zecco Incorporated A Metcalf & Eddy Technologies Company 367 West Main Street, Northboro, MA 01532 ' Phone: (508)393-7222 FAX: (508) 393-3074 Mr. Alan C. Ford, Laboratory Manager REPORT .OF ANALYSIS 602 Purgeables CLIENT: Mobil Oil Corporation DATE COLLECTED:04/28/89 580 Chelsea Street DATE RECEIVED :05/01/89 E. Boston, MA DATE REPORTED :05/08/89 YOUR P. 0. x. ; HYDROSAMPLE NUMBER: 4103 SAMPLE IDENTIFICATION: Mobil Station 01-QJN, 412 Hyannis, MA MATRIX: Water In glass COLLECTED BY: R. Downey --------------------------- ---------------------------------------------------- PARAMETER RESULT UNITS DETECTION METHOD DATE OF DESCRIPTION _________________________________LIMIT----REFERENCE_ AINA4YS_►S ------ -------- BENZENE * ug/L 40 624 0) 05/04/89 CHLOROBENZENE * ug/L 40 624 0) ETHYL BENZENE * ug/L 60 624 0 ) TOLUENE 380 ug/L 50 624(1) total XYLENES 1100 ug/L 60 624(1 ) 1 ,2 DICHLOROBENZENE * ug/L 50 624 0) 1 ,3 DICHLOROBENZENE * ug/L 50 624 0) 1 ,4 DICHLOROSENZENE * ug/L 50 624(1 ) NOTE: *, if present, indicates this parameter is below the limit of detection. (1) Methods for Organic Chemical Analysis of Municipal and Industrial Wastewater EPA-600/4-82-057 July 1982. HYDROSAMPLE, DIVISION of ZECCO, INC. A Metcalf & Eddy Technologies Company 47 STATE CERTIFIED LABORATORY / MASSACHUSETTS - MA097 CONNECTICUT - PH0628 H Y DROSAMP LE LABORA TORY Division of Zecco Incorporated A Metcalf & Eddy Technologies Company 367 West Main Street, Northboro, MA OIS32 Phone: (508)393-7222 FAX: (508) 393-3074 Mr. Alan C. Ford, Laboratory Manager REPORT OF ANALYSIS 602 Purgeables CLIENT: Mobil Oil Corporation DATE COLLECTED:04/28/89 580 Chelsea Street DATE RECEIVED :05/01/89 E. Boston, MA DATE REPORTED :05/08/80 YOUR P. 0. a HYDROSAMPLE NUMBER: 4104 SAMPLE IDENTIFICATION: Mobil Station, 01-QJN, 413 Hyannis, MA MATRIX: Water in glass COLLECTED BY: R. Downey ------------------------------------------------------- PARAMETER RESULT UNITS DETECTION METHOD DATE OF DESCRIPTION ---------------------------------------------LIMIT--------REFERENCE--ANALYSIS ------ BENZENE 23 ug/L 4.0 624 0) 05/04/89 CHLOROBENZENE * ug/L 4.0 624 0) ETHYL BENZENE * ug/L 5.0 624 0) TOLUENE *, ug/L 6.0 624(1) total XYLENES * ug/L 5.0 824(1) 1 ,2 DICHLOROBENZENE * ug/L 5.0 624(1) 1 ,3 DICHLOROBENZENE * ug/L 5.0 624(1) 1 ,4 DICHLOROBENZENE * ug/L 5.0 624(1) NOTE: *, If present, indicates this parameter Is below the limit of detection. (1) Methods for Organic Chemical Analysis of Municipal and Industrial Wastewater EPA-600/4-82-057 July 1982. HYDROSAMPLE, DIVISION of ZECCO, INC. A Metcalf. & Eddy Technologies Company --Lf----------- STATE CERTIFIED LABORATORY / MASSACHUSETTS - MA097 CONNECTICUT - PHO628 H Y DROSAMP LE LABORATORY Division of Zecco Incorporated A Metcalf & Eddy Technologies Company 367 West Main Street, Northboro, MA 01532 Phone: (508)393-7222 FAX: (508) 393-3074 Mr . Alan C. Ford, Laboratory Manager REPORT OF ANALYSIS 602 Purgeables CLIENT: Mobil Oil Corporation DATE COLLECTED:04/28/89 580 Chelsea Street DATE RECEIVED :05/01/89 E. Boston, MA DATE REPORTED :05/08/89 YOUR P. 0. tt : HYDROSAMPLE NUMBER: 4105 SAMPLE IDENTIFICATION: Mobil Station O1-QJN, 416 Hyannis, MA MATRIX: Water in glass COLLECTED BY: R. Downey ---------------------------------------------------------- PARAMETER RESULT UNITS DETECTION METHOD DATE OF __DESCBIPTION -----------------------------------LIMIT REFEBEfNOg__6IN9LYS15 BENZENE 2400 ug/L 80 624(1) 06/04/89 CHLOROBENZENE * u /L 9 80 624(1) ETHYL BENZENE * ug/L 100 624(1 ) TOLUENE ug/L 100 6240) total XYLENES Trace ug/L 100 624 0 ) 1 ,2 DICHLOROBENZENE * ug/L 100 624(1) 1 ,3 DICHLOROBENZENE * ug/L 100 624(1 ) 1 ,4 DICHLOROBENZENE * ug/L 100 624(1) NOTE: *, if present, indicates this parameter is below the limit of detection. (1) 'Methods for Organic Chemical Analysis of Municipal and Industrial Wastewater EPA-600/4-82-057 July 1982. t HYDROSAMPLE, DIVISION of ZECCO, INC. A Metcalf & Eddy Technologies Company STATE CERTIFIED LABORATORY / MASSACHUSETTS - MA097 CONNECTICUT - PH0628 H Y D R 0 S A M P L E L A B O R A T O R Y Division of Zecco Incorporated A Metcalf & Eddy Technologies Company 367 West Main Street, Northboro, MA 01532 Phone: (508)393-7222 FAX: (508) 393-3074 Mr. Alan C. Ford, Laboratory Manager REPORT OF ANALYSIS 602 Purgeabies CLIENT: Mobil Oil Corporation DATE COLLECTED:04/28/89 580 Chelsea Street DATE RECEIVED :05/01/89 E. Boston, MA DATE REPORTED :05/08/89 YOUR P. 0. ss HYDROSAMPLE NUMBER: 4106 SAMPLE IDENTIFICATION: Mobil Station, 01-QJN, n18 Hyannis, MA MATRIX: Water in glass COLLECTED BY: R. Downey ----------------------------------------------------------------- PARAMETER RESULT UNITS DETECTION METHOD DATE OF __DESCRIPTION______________________________________LIMIT REFSREI�CS__AL�9LY�I� ------- --------- BENZENE * ug/L 4.0 624(1 ) 05/04/89 CHLOROBENZENE * ug/L 4.0 624(1 ) ETHYL BENZENE * ug/L 5.0 624(1) TOLUENE *. ug/L 5.0 624(1) total XYLENES * ug/L 5.0 624(1) 1 ,2 DICHLOROBENZENE * ug/L 5.0 624 0 ) 1 ,3 DICHLOROBENZENE * ug/L 5.0 624(1) 1 ,4 DICHLOROBENZENE * ug/L 5.0 624(1 ) NOTE: *, if present, indicates this parameter is below the limit of detection. NOTE: Due to sample foaming, quantity shown is minimum amount present. Actual concentration may be higher. (1) Methods for Organl.c Chemical Analysis of Municipal and industrial Wastewater EPA-600/4-82-057 July 1982. HYDROSAMPLE, DIVISION of ZECCO, INC. A .Metcalf & Eddy Technologies Company STATE CERTIFIED LABORATORY / MASSACHUSETTS - MA097 CONNECTICUT - PHO628 H Y D R 0 S A M P L E L A B O R A T O R Y Division of Zecco Incorporated A Metcalf & Eddy Technologies Company 367 West Main Street, Northboro, MA 01532 Phone: (508)393-7222 FAX: (508) 393-3074 Mr . Alan C. Ford, Laboratory Manager REPORT OF ANALYSIS 602 Purgeables CLIENT: Mobil Oil Corporation DATE COLLECTED:04/27/89 580 Chelsea Street DATE RECEIVED :04/28/89 E. Boston, MA DATE REPORTED :05/08/89 YOUR P. 0. 4 HYDROSAMPLE NUMBER: 4056 SAMPLE IDENTIFICATION: Mobil Station 01-QJN, MW-19 Hyannis, MA MATRIX: Water in glass COLLECTED BY: R. Downey ----- ---------------------- ---------------------------------------------------- PARAMETER RESULT UNITS DETECTION METHOD DATE OF DESCRIPTION_ ------------------------------- __LIMIT --REFERENCE----ANALYSIS -- -------- ------- BENZENE 150 ug/L 20 624(1) 05/04/89 CHLOROBENZENE * ug/L 20 624(1) ETHYL BENZENE * ug/L 25 624(1) TOLUENE *. ug/L 25 624 0) total XYLENES 70 ug/L 25 624 0) 1 ,2 DICHLOROBENZENE * ug/L 25 624(1) 1 ,3 DICHLOROBENZENE * ug/L 25 624(1) 1 ,4 DICHLOROBENZENE ug/L 25 624 0 ) NOTE: *, if present, indicates this parameter Is below the limit of detection. (1) Methods for Organic Chemical Analysis of Municipal and Industrial Wastewater EPA-600/4-82-057 July 1982. HYDROSAMPLE, DIVISION of ZECCO, INC. A Metcalf & Eddy Technologies Company 4 3 allG'16!'i -- nrl STATE CERTIFIED LABORATORY / MASSACHUSETTS - MA097 CONNECTICUT - PHO628 HYDROSAMP L E LABORATORY Division of Zecco Incorporated A Metcalf & Eddy Technologies Company 367 West Main Street, Northboro, MA 01532 Phone: (508)393-7222 FAX: (608) 393-3074 Mr. Alan C. Ford, Laboratory Manager REPORT OF ANALYSIS 602 Purgeables CLIENT: Mobil Oil Corporation DATE COLLECTED:04/27/89 580 Chelsea Street DATE RECEIVED :04/28/89 E. Boston, MA DATE REPORTED :05/08/89 YOUR P. 0. tt ; HYDROSAMPLE NUMBER: 4060 SAMPLE IDENTIFICATION: Mobil Station 01-QJN, MW-Tshallow Hyannis, MA MATRIX: Water in glass COLLECTED BY: R. Downey ------------------------------------------------------------------------- PARAMETER RESULT UNITS DETECTION METHOD DATE OF DESCRI-PTION------------------------------------------------------------LIMIT REFERENCE---ANALXgjg --- BENZENE * ug/L 4.0 624 0) 06/04/89 CHLOROBENZENE * ug/L 4.0 624(1) ETHYL BENZENE * ug/L 5.0 624(1) TOLUENE *. ug/L 5.0 624 0) total XYLENES * ug/L 5.0 624(1) 1 ,2 DICHLOROBENZENE * ug/L 5.0 624(1) 1 ,3 DICHLOROBENZENE * ug/L 6.0 624 0) 1 ,4 DICHLOROBENZENE * ug/L 5.0 624 0 ) NOTE: *, If present, Indicates this parameter is below the limit of detection. (1 ) Methods for Organic Chemical Analysis of Municipal and Industrial Wastewater EPA-600/4-82-057 July 1982. HYDROSAMPLE, DIVISION of ZECCO, INC. A Metcalf. & Eddy Technologies Company - 2 -- STATE CERTIFIED LABORATORY / MASSACHUSETTS - MA097 CONNECTICUT - PH0628 H Y D R 0 S A M P L E L A B O R A T O R Y Division of Zecco Incorporated A Metcalf & Eddy Technologies Company 367 West Main Street, Northboro, MA 01632 Phone: (508)393-7222 FAX: (508) 393-3074 Mr. Alan C. Ford, Laboratory Manager REPORT OF ANALYSIS 602 Purgeables CLIENT: Mobil Oil Corporation DATE COLLECTED:04/27/89 580 Chelsea Street DATE RECEIVED :04/28/89 E. Boston, MA DATE REPORTED :05/08/89 YOUR P. 0. tt HYDROSAMPLE NUMBER: 4061 SAMPLE IDENTIFICATION: Mobil Station 01-QJN, MW-Tmedium Hyannis, MA MATRIX: Water in glass COLLECTED BY: R. Downey -------------------------------------------- PARAMETER RESULT UNITS DETECTION METHOD DATE OF DESCRIPTION LIMIT --------------------------------------------------....REFERENCE__ANALYSIS -------- BENZENE 300 ug/L 20 624 0) 05/04/89 CHLOROBENZENE ug/L 20 624(1) ETHYL BENZENE 92 ug/L 25 624(1) TOLUENE *. ug/L 25 624(1) total XYLENES 26 ug/L 25 624(1) 1 ,2 DICHLOROBENZENE * ug/L 25 624 0 ) 1 ,3 DICHLOROBENZENE * ug/L 25 624 0) 1 ,4 DICHLOROBENZENE ug/L 25 624 0 ) NOTE: *, if present, indicates this parameter Is below the limit of detection. (1) Methods for Organic Chemical Analysis of Municipal and Industrial Wastewater EPA-600/4782-057 July 1982. HYDROSAMPLE, DIVISION of ZECCO, INC. A Metcalf & Eddy Technologies Company ------------- STATE CERTIFIED LABORATORY / MASSACHUSETTS - MA097 CONNECTICUT - PH0628 HYDROSAMP LE LABORATORY Division of Zecco Incorporated A Metcalf & Eddy Technologies Company 367 West Main Street, Northboro, MA 01532 Phone: (508)393-7222 FAX: (508) 393-3074 Mr . Alan C. Ford, Laboratory Manager REPORT OF ANALYSIS 602 Purgeables CLIENT: Mobil Oil Corporation DATE COLLECTED:04/27/89 580 Chelsea Street DATE RECEIVED :04/28/89 E. Boston, MA DATE REPORTED :05/08/89 YOUR P. 0. 4 HYDROSAMPLE NUMBER: 4062 SAMPLE IDENTIFICATION: Mobil Station 01-QJN, MW-Tdeep Hyannis, MA MATRIX: Water in glass COLLECTED BY: R. Downey ----------------------------------------- PARAMETER RESULT UNITS DETECTION METHOD DATE OF_ _ --DESCRIPTION LIMIT REFERENCE ANALYSIS BENZENE 550 ug/L 40 624(1) 05/04/89 CHLOROBENZENE * ug/L 40 624(1) ETHYL BENZENE 240 ug/L 50 624(1) TOLUENE *. ug/L 50 624(1 ) total XYLENES 78 ug/L 50 624(1) 1 ,2 DICHLOROBENZENE * ug/L 50 624(1 ) 1 ,3 DICHLOROBENZENE 1 ,4 DICHLOROBENZENE * ug/L 50 824(1 ) ug/L 60 824(1 ) NOTE: *, if present, indicates this parameter is below the limit of detection. (1) Methods for Organic Chemical Analysis of Municipal and Industrial Wastewater EPA-600/4-82-057 July 1982. H YDROSAMPLE, DIVISION of ZECCO, INC. A Metcalf & Eddy Technologies Company STATE CERTIFIED LABORATORY / MASSACHUSETTS - MA097 CONNECTICUT - PHOS28 H Y D R 0 S A M P L E L A B O R A T O R Y Division of Zecco Incorporated A Metcalf & Eddy Technologies Company 367 West Main Street, Northboro, MA 011332 Phone: (508)393-7222 FAX: (508) 393-3074 Mr . Alan C. Ford, Laboratory Manager REPORT OF ANALYSIS 602 Purgeables CLIENT: Mobil Oil Corporation DATE COLLECTED:04/27/89 580 Chelsea Street DATE RECEIVED :04/28/89 E. Boston, MA DATE REPORTED :05/04/89 YOUR P. 0. 4 HYDROSAMPLE NUMBER: 4057 SAMPLE IDENTIFICATION: Mobil Station 01-QJN, MW-Ushallow Hyannis, MA MATRIX: Water in glass COLLECTED BY: R. Downey PARAMETER RESULT UNITS DETECTION METHOD DATE OF DESCRIPTION LIMIT ---------------------------REFERENCE--ANALYSIS -------- BENZENE * ug/L 4.0 624 0) 06/01/89 CHLOROBENZENE * ug/L 4.0 624(1) ETHYL BENZENE ug/L 5.0 624 0) TOLUENE * ug/L 5.0 624(1) total XYLENES * ug/L 5.0 624(1) 1 ,2 DICHLOROBENZENE * ug/L 5.0 624(1) 1 ,3 DICHLOROBENZENE * ug/L 5.0 624(1) 1 ,4 DICHLOROBENZENE * ug/L 5.0 624(1 ) NOTE: *, if present, indicates this parameter is below the limit of detection. (1) Methods for Organic Chemical Analysis of Municipal and industrial Wastewater EPA-600/4-82-057 July 1982. HY DROSAMPLE, DIVISION of ZECCO, INC. A Metcalf & Eddy Technologies Company --e4ML&Iql- STATE CERTIFIED LABORATORY / MASSACHUSETTS - MA097 CONNECTICUT - PH0628 H Y D R 0 S A M P L E L A 8 0 R A T 0 R Y Division of Zecco Incorporated A Metcalf & Eddy Technologies Company 367 West .Main Street, Northboro, MA 01532 Phone: (508)393-7222 FAX: (508) 393-3074 Mr. Alan C. Ford, Laboratory Manager REPORT OF ANALYSIS 602 Purgeables CLIENT: Mobil Oil Corporation DATE COLLECTED:04/27/89 580 Chelsea Street DATE RECEIVED :04/28/89 E. Boston, MA DATE REPORTED :05/04/89 YOUR P. 0. 4 HYDROSAMPLE NUMBER: 4058 SAMPLE IDENTIFICATION: Mobil Station 01-QJN, MW-Umedium Hyannis, MA MATRIX: Water in glass COLLECTED BY: R. Downey ------------------------------------------------------- PARAMETER RESULT UNITS DETECTION METHOD DATE OF DESCRIPTION ________________________________LIMIT_ REFERENCE ANALYSIS - -------------------- BENZENE * ug/L 4.0 624 0) 05/01/89 CHLOROBENZENE * ug/L 4.0 624(1 ) ETHYL BENZENE * ug/L 5.0 624 0) TOLUENE * ug/L 5.0 624(1 ) total XYLENES * ug/L 6.0 624(1 ) 1 ,2 DICHLOROBENZENE * ug/L 5.0 624(1 ) 1 ,3 DICHLOROBENZENE * ug/L 5.0 624(1) 1 ,4 DICHLOROBENZENE * ug/L 5.0 624 0 ) NOTE: *, if present, indicates this parameter is below the limit of detection. (1) Methods for Organic Chemical Analysis of Municipal and Industrial Wastewater EPA-600/4-82-057 July 1982. HYDROSAMPLE, DIVISION of ZECCO, INC. A Metcalf & Eddy Technologies Company ---------------- STATE CERTIFIED LABORATORY / MASSACHUSETTS - MA097 CONNECTICUT - PHO628 H Y DROSAMP L E LABORATORY Division of Zecco Incorporated A Metcalf & Eddy Technologies Company 367 West Main Street, Northboro, MA 01532 Phone: (508)393-7222 FAX: (508) 393-3074 Mr. Alan C. Ford, Laboratory Manager REPORT OF ANALYSIS 602 Purgeabies CLIENT: Mobil Oil Corporation DATE COLLECTED:04/28/89 580 Chelsea Street DATE RECEIVED :05/01/89 E. Boston, MA DATE REPORTED :05/08/89 YOUR P. 0. 4 HYDROSAMPLE NUMBER: 4112 SAMPLE IDENTIFICATION: Mobil Station, O1-QJN, Vshallow Hyannis, MA MATRIX: Water in glass COLLECTED BY: R. Downey - ------------------------------- ------- PARAMETER ----- --- ---- - - RESULT-------UNITS DETECTION METHOD DATE OF DESCRIPTION LIMIT REFER E C A BENZENE * ug/L 4.0 624(1) 05/05/89 CHLOROBENZENE * ug/L 4.0 624 0 ) ETHYL BENZENE * ug/L 5.0 624(1) TOLUENE * ug/L 5.0 624(1) total XYLENES 64 ug/L 5.0 624(1) 1 ,2 DICHLOROBENZENE * ug/L 5.0 624(1) 1 ,3 DICHLOROBENZENE * ug/L 5.0 624 0) 1 ,4 DICHLOROBENZENE * ug/L 5.0 624(1 ) NOTE: *, if present, indicates this parameter Is below the limit of detection. (1) Methods for Organic Chemical Analysis of Municipal and Industrial Wastewater EPA-600/4-82-057 July 1982. HYDROSAMPLE, DIVISION of ZECCO, INC. A Metcalf & Eddy Technologies Company I . STATE CERTIFIED LABORATORY / MASSACHUSETTS - MA097 CONNECTICUT - PH0628 H Y D R 0 S A M P L E L A B O R A T O R Y Division of Zecco Incorporated A Metcalf & Eddy Technologies Company 367 West Main Street, Northboro, MA 01532 Phone: (508)393-7222 FAX: (508) 393-3074 Mr. Alan C. Ford, Laboratory Manager REPORT OF ANALYSIS 602 Purgeables CLIENT: Mobil Oil Corporation DATE COLLECTED:04/27/89 580 Chelsea Street DATE RECEIVED :04/28/89 E. Boston, MA DATE REPORTED :05/04/89 YOUR P. 0. tt ; HYDROSAMPLE NUMBER: 4059 SAMPLE IDENTIFICATION: Mobil Station 01-QJN, MW-Udeep Hyannis, MA MATRIX: Water in glass COLLECTED BY: R. Downey ------------------------------------------------------------------ PARAMETER RESULT M-ET-H-56-----DETECTION METHOD DATE OF DESCRIPTION - LIMIT REFERENCE ANALYSIS --------------------------------------- ------------------------------ BENZENE ug/L 4.0 624(1) 05/01/89 CHLOROBENZENE * ug/L 4.0 624 0) ETHYL BENZENE * ug/L 5.0 624 0 ) TOLUENE * ug/L 5.0 624 0) total XYLENES * ug/L 5.0 624 0 ) 1 ,2 DICHLOROBENZENE * ug/L 5.0 624 0 ) 1 ,3 DICHLOROBENZENE * ug/L 5.0 624 0) 1 ,4 DICHLOROBENZENE * ug/L 5.0 624 0) NOTE: *, if present, indicates this parameter is below the limit of detection. (1) Methods for Organic Chemical Analysis of Municipal and Industrial Wastewater EPA-600/4-82-057 July 1982. HYDROSAMPLE, DIVISION of ZECCO, INC. A Metcalf. & Eddy Technologies Company --- la ��`�i STATE CERTIFIED LABORATORY / MASSACHUSETTS - MA097 CONNECTICUT - PH0628 HYDROSAMP L E LABORATORY Division of Zecco Incorporated A Metcalf & Eddy Technologies Company 367 West Main Street, Northboro, MA 01S32 Phone: (508)393-7222 FAX: (508) 393-3074 Mr. Alan C. Ford, Laboratory Manager REPORT OF ANALYSIS 602 Purgeables CLIENT: Mobil Oil Corporation DATE COLLECTED:04/28/89 580 Chelsea Street DATE RECEIVED :05/01/89 E. Boston, MA DATE REPORTED :05/08/80 YOUR P. 0. tt ; HYDROSAMPLE NUMBER: 4113 SAMPLE IDENTIFICATION: Mobil Station 01-QJN, Vmedlum Hyannis, MA MATRIX: Water in glass COLLECTED BY: R. Downey ----------------------------------- PARAMETER RESULT UNITS DETECTION METHOD DATEOF DESCRIPTION -______LIMIT REFEREyCE__gdgLY>�IS -------------------------------- ----- BENZENE * ug/L 80 624 0) 06/05/89 CHLOROBENZENE * ug/L 80 624 0) ETHYL BENZENE * ug/L 100 624(1 ) TOLUENE * ug/L 100 624(1) total XYLENES 240 ug/L 100 624(1) 1 ,2 DICHLOROBENZENE * ug/L 100 624(1) 1 ,3 DICHLOROBENZENE * ug/L 100 624 0) 1 ,4 DICHLOROBENZENE * ug/L 100 624(1 ) NOTE: *,. If present, indicates this parameter Is below the limit of detection. (1) Methods for Organic Chemical Analysis of Municipal and Industrial Wastewater EPA-600/4-82-057 July 1982. HYDROSAMPLE, DIVISION of ZECCO, INC. A Metcalf & Eddy Technologies Company STATE CERTIFIED LABORATORY / MASSACHUSETTS - MA097 : CONNECTICUT - PHO628 I H Y D R 0 S A M P L E L A B O R A T O R Y Division of Zecco Incorporated A Metcalf b Eddy Technologies Company 367 West Main Street, Northboro, MA 01532 Phone: (508)393-7222 FAX: (508) 393-3074 Mr. Alan C. Ford, Laboratory Manager REPORT OF ANALYSIS 602 Purgeables CLIENT: Mobil Oil Corporation DATE COLLECTED:04/27/89 580 Chelsea Street DATE RECEIVED :04/28/89 E. Boston, MA DATE REPORTED :05/04/89 YOUR P. 0. a HYDROSAMPLE NUMBER: 4063 SAMPLE IDENTIFICATION: Mobil Station 01-QJN, MW-Wshallow Hyannis, MA MATRIX: Water in glass COLLECTED BY: R. Downey ------------------------------------------------------ PARAMETER RESULT UNITS DETECTION METHOD DATE OF DESCRIPTION LIMIT REFERENCE ANALYSIS -------------------------------------------...------------------- BENZENE * ug/L 4.0 624(1) 05/01/89 CHLOROBENZENE * ug/L 4.0 624(1) ETHYL BENZENE * ug/L 5.0 624(1) TOLUENE * ug/L 5.0 624(1) total XYLENES * ug/L 5.0 6.24(1) 1 ,2 DICHLOROBENZENE * ug/L 5.0 624(1) 1 ,3 DICHLOROBENZENE * ug/L 5.0 624(1) 1 ,4 DICHLOROBENZENE * ug/L 5.0 624(1 ) NOTE: *, if present, indicates this parameter is below the limit of detection. (1) Methods for Organic Chemical Analysis of Municipal and Industrial Wastewater EPA-600/4-82-057 July 1982. HYDROSAMPLE, DIVISION of ZECCO, INC. A Metcalf & Eddy Technologies Company STATE CERTIFIED LABORATORY / MASSACHUSETTS - MA097 CONNECTICUT - PHO628 H YDROSAMP LE LABORA TOR Y Division of Zecco Incorporated A Metcalf & Eddy Technologies Company 367 West Main Street, Northboro, MA 01532 Phone: (508)393-7222 FAX: (508) 393-3074 Mr. Alan C. Ford, Laboratory Manager REPORT OF ANALYSIS 602 Purgeabies CLIENT: Mobil Oil Corporation DATE COLLECTED:04/28/89 580 Chelsea Street DATE RECEIVED :05/01/89 E. Boston, MA DATE REPORTED :06/08/89 YOUR P. 0. tt : HYDROSAMPLE NUMBER: 4114 SAMPLE IDENTIFICATION: _I (CATION: Mobil Station, O1 QJN, Vdeep Hyannis, MA MATRIX: Water in glass COLLECTED BY: R. Downey ------ - - -------------- _ PAR-AMETER- ----------------RESULT UN--ITS--- DETECTION METHOD DATE OF DESCRI-------PTION LIMIT-------------------------------------- ----------REFERENCE_----- -ANALYSIS -------- BENZENE * ug/L 4.0 624(1) 05/05/89 CHLOROBENZENE * ug/L 4.0 624 0) ETHYL BENZENE * ug/L 5.0 624 0) TOLUENE *. ug/L 5.0 624 0) total XYLENES * ug/L 5.0 624(1) 1 ,2 DICHLOROBENZENE * ug/L 6.0 624(1) 1 ,3 DICHLOROBENZENE * ug/L 5.0 624 0 ) 1 ,4 DICHLOROBENZENE 7.3 ug/L 5.0 624 0) NOTE: *, If present, indicates this parameter Is below the limit of detection. (1) Methods for Organic Chemical Analysis of Municipal and industrial Wastewater EPA-600/4-82-057 July 1982. HYDROSAMPLE, DIVISION of ZECCO INC. A Metcalf. & Eddy Technologies Company iq �G'✓GCS STATE CERTIFIED LABORATORY / MASSACHUSETTS - MA097 : CONNECTICUT - PH0028 H Y D R 0 S A M P L E L A B O R A T O R Y Division of Zecco Incorporated A Metcalf & Eddy Technologies Company i 367 West Main Street, Northboro, MA 01532 Phone: (508)393-7222 FAX: (508) 393-3074 Mr. Alan C. Ford, Laboratory Manager REPORT OF ANALYSIS 602 Purgeables CLIENT: Mobil Oil Corporation DATE COLLECTED•04/27/89 580 Chelsea Street DATE RECEIVED :04/28/89 E. Boston, MA DATE REPORTED :05/04/69 YOUR P. 0. 4 ; HYDROSAMPLE NUMBER: 4064 SAMPLE IDENTIFICATION: Mobil Station 01-QJN, MW-Wdeep Hyannis, MA MATRIX: Water in glass COLLECTED BY: R. Downey ------------------------------------------------------------------------------- PARAMETER -__--_-RESULT- UNITS DETECTION METHOD DATE OF DESCRIPTION LIMIT REFERENCE__ANALYSIS BENZENE * ug/L 4.0 624(1) 05/01/89 CHLOROBENZENE * ug/L 4.0 624(1) ETHYL BENZENE * ug/L 5.0 624(1 ) TOLUENE * ug/L 5.0 624(1) total XYLENES * ug/L 5.0 624(1) 1 ,2 DICHLOROBENZENE * ug/L 5.0 624(1 ) 1 ,3 DICHLOROBENZENE * ug/L 5.0 624(1 ) 1 ,4 DICHLOROBENZENE * ug/L 5.0 624(1) NOTE: *, if present, indicates this parameter is below the limit of detection. (1) Methods for Organic Chemical Analysis of Municipal and Industrial Wastewater EPA-600/4-82-057 July 1982. HYDROSAMPLE, DIVISION of ZECCO, INC. A Metcalf & Eddy Technologies Company STATE CERTIFIED LABORATORY / MASSACHUSETTS - MA097 CONNECTICUT - PH0628 H Y D' R 0 S A M P L E L A B O R A T O R Y Division of Zecco Incorporated A Metcalf & Eddy Technologies Company 367 West Main Street, Northboro, MA 01532 Phone: (508)393-7222 FAX: (508) 393-3074 Mr. Alan C. Ford, Laboratory Manager REPORT OF ANALYSIS 602 Purgeables CLIENT: Mobil Oil Corporation DATE COLLECTED•04/27/89 580 Chelsea Street DATE RECEIVED :04/28/89 E. Boston, MA DATE REPORTED :05/04/89 YOUR P. 0. 4 ; HYDROSAMPLE NUMBER: 4065 SAMPLE IDENTIFICATION: Mobil Station 01-oJN, MW-Xshaliow Hyannis, MA MATRIX: Water in glass COLLECTED BY: R. Downey ------------------------------------------------------------------------------- PARAMETER RESULT UNITS DETECTION METHOD DATE OF DESCRIPTION LIMIT REFERENCE ANALYSIS ----------------------------------------------------...------------------- BENZENE * ug/L 4.0 624 0) 05/01/89 CHLOROBENZENE * ug/L 4.0 624(1) ETHYL BENZENE * ug/L 5.0 624 0) TOLUENE * ug/L 5.0 624 0) total XYLENES * ug/L 5.0 624(1 ) 1 ,2 DICHLOROBENZENE * ug/L 5.0 624 0 ) 1 ,3 DICHLOROBENZENE * ug/L 5.0 624 0) 1 ,4 DICHLOROBENZENE * ug/L 5.0 624(1) NOTE: *, if present, indicates this parameter is below the limit of detection. (1 ) Methods for Organic Chemical Analysis of Municipal and Industrial Wastewater EPA-600/4-82-057 July 1982. HYDROSAMPLE, DIVISION of ZECCO, INC. A Metcalf. & Eddy Technologies Company STATE CERTIFIED LABORATORY / MASSACHUSETTS - MA097 CONNECTICUT - PH0628 H YDROSAMPLE LABORATORY Division of Zecco Incorporated A Metcalf & Eddy Technologies Company 367 West Main Street, Northboro, MA 01532 Phone: (508)393-7222 FAX: (508) 393-3074 Mr . Alan C. Ford, Laboratory Manager REPORT OF ANALYSIS 602 Purgeables CLIENT: Mobil Oil Corporation DATE COLLECTED:04/27/89 580 Chelsea Street DATE RECEIVED :04/28/89 E. Boston, MA DATE REPORTED :06/04/89 YOUR P. 0. 4 HYDROSAMPLE NUMBER: 4066 SAMPLE IDENTIFICATION: Mobil Station 01-QJN, MW-Xmedium Hyannis, MA MATRIX: Water in glass COLLECTED BY: R. Downey -----------------------------------------ITS DETECTION METHOD DATE___OF__ PARAMETER RESULT UN DESCRIPTION LIMIT REFERENCE ANALYSIS BENZENE * ug/L 4.0 624(1) 05/01/89 CHLOR08ENZENE * ug/L 4.0 624 0) ETHYL BENZENE * ug/L 5.0 624 0) TOLUENE * ug/L 5.0 624 0) total XYLENES * ug/L 5.0 624(1) 1 ,2 DICHLOROBENZENE * ug/L 5.0 624(1) 1 ,3 DICHLOROBENZENE * ug/L 5.0 624(1) 1 ,4 DICHLOROBENZENE * ug/L 5.0 624(1 ) NOTE: *, if present, indicates this parameter is below the limit of detection. (1) Methods for Organic Chemical Analysis of Municipal and Industrial. Wastewater EPA-600/4-82-057 July 1982. HYDROSAMPLE, DIVISION of ZECCO, INC. A Metcalf & Eddy Technologies Company STATE CERTIFIED LABORATORY / MASSACHUSETTS - MA097 CONNECTICUT - PH0628 HYDROSAMP LE LABORATORY Division of Zecco Incorporated A Metcalf & Eddy Technologies Company 367 West Main Street, Northboro, MA 01532 Phone: (508)393-7222 FAX: (508) 393-3074 Mr. Alan C. Ford, Laboratory Manager REPORT OF ANALYSIS 602 Purgeables CLIENT: Mobil Oil Corporation DATE COLLECTED:04/27/89 580 Chelsea Street DATE RECEIVED :04/28/89 E. Boston, MA DATE REPORTED :05/04/89 YOUR P. 0. 4 HYDROSAMPLE NUMBER: 4067 SAMPLE IDENTIFICATION: Mobil Station 01-QJN, MW-Xdeep Hyannis, MA MATRIX: Water in glass COLLECTED BY: R. Downey ------------------------------------------------------------------------------- PARAMETER RESULT UNITS DETECTION METHOD DATE OF � DESCRIPTION _______________LIMIT_ REFERENCE ANALYSIS ----------------------------- ----------- BENZENE * ug/L 4.0 624(1) 05/01/89 CHLOROBENZENE * ug/L 4.0 624(1) ETHYL BENZENE * ug/L 5.0 624(1) TOLUENE * ug/L 5.0 624 0) total XYLENES ug/L . 5.0 624 0) 1 ,2 DICHLOROBENZENE * ug/L 5.0 624(1 ) 1 ,3 DICHLOROBENZENE * ug/L 5.0 624(1) 1 ,4 DICHLOROBENZENE * ug/L 5.0 624(1) NOTE: *, if present, indicates this parameter is below the limit of detection. (1) Methods for Organic Chemical Analysis of Municipal and Industrial Wastewater EPA-600/4-82-057 July 1982. HYDROSAMPLE, DIVISION of ZECCO, INC. A Metcalf & Eddy Technologies Company -- �-- - STATE CERTIFIED LABORATORY / MASSACHUSETTS - MA097 CONNECTICUT - PH0628 H Y D R 0 S A M P L E L A B O R A T O R Y Division of Zecco Incorporated A Metcalf & Eddy Technologies Company 367 West Main Street, Northboro, MA 01532 Phone: (508)393-7222 FAX: (508) 393-3074 Mr. Alan C. Ford, Laboratory Manager REPORT OF ANALYSIS 602 Purgeables CLIENT: Mobil Oil Corporation DATE COLLECTED:04/27/89 580 Chelsea Street DATE RECEIVED :04/28/89 E. Boston, MA DATE REPORTED :06/08/89 YOUR P. 0. a HYDROSAMPLE NUMBER: 4068 SAMPLE IDENTIFICATION: Mobil Station 01-QJN, MW-Yshallow Hyannis, MA MATRIX: Water in glass COLLECTED BY: R. Downey -------------------------------------------- __ PARAMETER RESULT UNITS DETECTION METHOD DATE OF --DESCRIPTION LIMIT -------------------------------------------------------REFERENCE--ANALYSIS ------ BENZENE * ug/L 4.0 624(1) 05/04/89 CHLOROBENZENE * ug/L 4.0 624(i) ETHYL BENZENE * ug/L 5.0 624 0) TOLUENE *. ug/L 5.0 624(1) total XYLENES * ug/L 5.0 624(1) 1 ,2 DICHLOROBENZENE * ug/L 5.0 824(1) 1 ,3 DICHLOROBENZENE * ug/L 5.0 624(1) 1 ,4 DICHLOROBENZENE * ug/L 5.0 624(1) NOTE: *, if present, indicates this parameter is below the limit of detection. (1) Methods for Organic Chemical Analysis of Municipal and Industrial Wastewater EPA-600/4-82-057 July 1982. HYDROSAMPLE, DIVISION of ZECCO, INC. A Metcalf & Eddy Technologies Company I STATE CERTIFIED LABORATORY / MASSACHUSETTS - MA097 CONNECTICUT - PH0628 H Y D R 0 S A M P L E L A B O R A T O R Y Division of Zecco Incorporated A Metcalf & Eddy Technologies Company 367 West Main Street, Northboro, MA 01532 Phone: (508)393-7222 FAX: (508) 393-3074 Mr. Alan C. Ford, Laboratory Manager , REPORT OF ANALYSIS 602 Purgeables CLIENT: Mobil Oil Corporation DATE COLLECTED:04/27/89 580 Chelsea Street DATE RECEIVED :04/28/89 E. Boston, MA DATE REPORTED :05/08/89 YOUR P. 0. ; HYDROSAMPLE NUMBER: 4069 SAMPLE IDENTIFICATION: Mobil Station 01-QJN, MW-Ymedlum Hyannis, MA MATRIX: Water in glass COLLECTED BY: R. Downey -------------------------------------------------------------- PARAMETER RESULT UNITS DETECTION METHOD DATE OF __DESCRIPTION --------------------------------------------LIMIT REFg8fNCg__6N6LY515 ------------ BENZENE 25 ug/L 4.0 624(1) 05/04/89 CHLOROBENZENE * ug/L 4.0 824(1) ETHYL BENZENE * ug/L 5.0 624(1 ) TOLUENE *. ug/L 5.0 624(1) total XYLENES 20 ug/L 6.0 624(1) 1 ,2 DICHLOROBENZENE * ug/L 5.0 624(1) 1 ,3 DICHLOROBENZENE ug/L 5.0 624(1) 1 ,4 DICHLOROBENZENE * ug/L 5.0 624(1 NOTE: *, if present, indicates this parameter is below the limit of detection. (1) Methods for Organic Chemical Analysis of Municipal and Industrial Wastewater EPA-600/4-82-057 July 1982. HYDROSAMPLE, DIVISION of ZECCO, INC. A Metcalf. & Eddy Technologies Company ------- Jz STATE CERTIFIED LABORATORY / MASSACHUSETTS - MA097 CONNECTICUT - PH0028 I HYDROSAMP L E LABORATORY Division of Zecco Incorporated A Metcalf & Eddy Technologies Company 367 West Main Street, Northboro, MA 01532 Phone: (508)393-7222 FAX: (508) 393-3074 Mr. Alan C. Ford, Laboratory Manager REPORT OF ANALYSIS 602 Purgeables CLIENT: Mobil Oil Corporation DATE COLLECTED:04/27/89 580 Chelsea Street DATE RECEIVED :04/28/89 E. Boston, MA DATE REPORTED :05/08/89 YOUR P. 0. 4 HYDROSAMPLE NUMBER: 4070 SAMPLE IDENTIFICATION: Mobil Station 01-QJN, MW-Ydeep Hyannis, MA MATRIX: Water In glass COLLECTED BY: R. Downey PARAMETER RESULT UNITS DETECTION METHOD DATE OF __DESCRIPTION LIMIT -------------------------------------------------------REFERENCE__6N&1jElE ----- BENZENE 990 ug/L 100 624 0) 05/04/89 CHLOROBENZENE * ug/L 100 624(1) ETHYL BENZENE 140 ug/L 130 624(1) TOLUENE *. ug/L 130 624(t) total XYLENES 190 ug/L 130 624 0 ) 1 ,2 DICHLOROBENZENE +► ug/L 130 624 0) 1 ,3 DICHLOROBENZENE ug/L 130 624 0) 1 ,4 DICHLOROBENZENE * ug/L 130 624 0) NOTE: *, if present, Indicates this parameter Is below the limit of detection. (1) Methods for Organic Chemical Analysis of Municipal and Industrial Wastewater EPA-600/4-82-057 July 1982. HYDROSAMPLE, DIVISION of ZECCO, INC. A Metcalf & Eddy Technologies Company 117 STATE CERTIFIED LABORATORY / MASSACHUSETTS - MA097 :. CONNECTICUT - PH0628 H Y D R 0 S A M P L E L 'A B 0 JR..--A=-T 0 R Y Division of Zecco Incorporated A Metcalf & Eddy Technologies Company 367 West Main Street, Northboro, MA 01532 Phone: (508)393-7222 FAX: (508) 393-3074 Mr. Alan C. Ford, Laboratory Manager REPORT OF ANALYSIS 602 Purgeables CLIENT: Mobil Oil Corporation DATE COLLECTED:04/27/89 580 Chelsea Street DATE RECEIVED :04/28/89 E. Boston, MA DATE REPORTED :05/04/89 YOUR P. 0. tt ; HYDROSAMPLE NUMBER: 4071 SAMPLE IDENTIFICATION: Mobil Station 01-QJN, MW-Zmedium Hyannis, MA MATRIX: Water in glass COLLECTED BY: R. Downey PARAMETER ------------------------ RESULT UNITS DETECTION METHOD DATE OF DESCRIPTION LIMIT REFERENCE ANALYSIS ---------------------------------------------------------- BENZENE * ug/L 4.0 624(1) 05/01/89 CHLOROBENZENE * ug/L 4.0 624(1) ETHYL BENZENE * u.g/L 5.0 624(1) TOLUENE * ug/L 5.0 624 0) total XYLENES * ug/L 5.0 624(1) 1 ,2 DICHLOROBENZENE * ug/L 5.0 624(1) 1 ,3 DICHLOROBENZENE * ug/L 5.0 624(1) 1 ,4 DICHLOROBENZENE +► ug/L 5.0 624 0) NOTE: *, if present, ird icates this parameter is below the limit of detection. (1) Methods for Organic Chemical Analysis of Municipal and Industrial Wastewater EPA-600/'4-82-057 July 1982. HYDROSAMPLE, DIVISION of ZECCO, INC. A Metcalf & Eddy Technologies Company -- - -Cm-- Y�___ STATE CERTIFIED LABORATORY / MASSACHUSETTS - MA097 CONNECT.ICUT - PH0628 H Y D R 0 S A M P L E L A B O R A T O R Y Division of Zecco Incorporated A Metcalf & Eddy Technologies Company 367 West Main Street, Northboro, MA 01532 Phone: (508)393-7222 FAX: (508) 393-3074 Mr. Alan C. Ford, Laboratory Manager REPORT OF ANALYSIS 602 Purgeables CLIENT: Mobil Oil Corporation DATE COLLECTED:04/27/89 580 Chelsea Street DATE RECEIVED :04/28/89 E. Boston, MA DATE REPORTED :05/04/89 YOUR P. 0. 4 ; HYDROSAMPLE NUMBER: 4072 SAMPLE IDENTIFICATION: Mobil Station 01-QJN, MW-Zdeep Hyannis, MA MATRIX: Water in glass COLLECTED BY: R. Downey PARAMETER RESULT UNITS DETECTION METHOD DATE OF DESCRIPTION LIMIT REFERENCE_ANALYSIS ---------------------------------------------------------------- BENZENE * ug/L 4.0 624(1) 05/01/89 CHLOROBENZENE * ug/L 4.0 624(1) ETHYL BENZENE * ug/L 5.0 624 0) TOLUENE * ug/L 5.0 624(1) total XYLENES * ug/L 5.0 624(1 ) 1 ,2 DICHLOROBENZENE * ug/L 5.0 624(1) 1 ,3 DICHLOROBENZENE ug/L 5.0 624(1 ) 1 ,4 DICHLOROBENZENE * ug/L 5.0 624(1) NOTE: *, If present, indicates this parameter is below the limit of detection. (1) Methods for Organic Chemical Analysis of Municipal and Industrial Wastewater EPA-600/4-82-057 July 1982. HYDROSAMPLE, DIVISION of ZECCO, INC. A Metcalf & Eddy Technologies Company STATE CERTIFIED LABORATORY / MASSACHUSETTS - MA097 CONNECTICUT - PH0628 HYDROSAMP LE LABORATORY Division of Zecco Incorporated A Metcalf & Eddy Technologies Company 367 West Main Street, Northboro, MA 01532 Phone: (508)393-7222 FAX: (508) 393-3074 Mr. Alan C. Ford, Laboratory Manager REPORT OF ANALYSIS 602 Purgeables CLIENT: Mobil Oil Corporation DATE COLLECTED:04/28/89 580 Chelsea Street DATE RECEIVED :05/01/89 E. Boston, MA DATE REPORTED :05/08/89 YOUR P. 0. tc ; HYDROSAMPLE NUMBER: 4108 SAMPLE IDENTIFICATION: Mobil Station 01-QJN, RW-1 Hyannis, MA MATRIX: Water in glass COLLECTED BY: R. Downey ------------------------------------------------------------------------------- PARAMETER RESULT UNITS DETECTION METHOD DATE OF DESCRIPTION ---------------------------LIMIT NS�SNS�(CS__�p�ALY�l� BENZENE 1100 ug/L 200 624(1) 05/05/89 CHLOROBENZENE * ug/L 200 624(1) ETHYL BENZENE * . ug/L 250 624(1) TOLUENE 2400 ug/L 250 624(1) total XYLENES 1900 ug/L 250 624(1) 1 ,2 DICHLOROBENZENE ug/L 250 624(1) 1 ,3 DICHLOROBENZENE * ug/L 250 624(1) 1 ,4 DICHLOROSENZENE * ug/L 250 624(1) NOTE: *, if present, indicates this parameter is below the limit of detection. (1) Methods for Organic Chemical Analysis of Municipal and industrial Wastewater EPA-600/4-82-057 July 1982. HYDROSAMPLE, DIVISION of ZECCO, INC. A Metcalf 5 Eddy Technologies Company STATE CERTIFIED LABORATORY / MASSACHUSETTS - MA097 CONNECTICUT - PH0028 Division of Zecco Incorporated A Metcalf & Eddy Technologies Company 367 West Main Street, Northboro, MA 01532 Phone: (508)393-7222 FAX: (508) 393-3074 Mr. Alan C. Ford, Laboratory Manager REPORT OF ANALYSIS 602 'Purgeables CLIENT: Mobil Oil Corporation DATE COLLECTED:04/28/89 580 Chelsea Street DATE RECEIVED :05/01/89 E. Boston, MA DATE 'REPORTED :06/08/69 YOUR P. 0. 4 ; HYDROSAMPLE NUMBER: 4109 SAMPLE IDENTIFICATION: Mobil Station 01-QJN, RW-2 Hyannis, MA MATRIX: Water In glass COLLECTED BY: R. Downey ---- -- PARAMETER RESULT UNITS DETECTION METHOD DATE OF __DESCRIPTION LIMIT ___REFERENCE 8N8jXjlS BENZENE 4000 •ug/L 400 624 0) 05/05/89 CHLOROBENZENE * ug/L 400 624(1) ETHYL BENZENE 1400 ug/L 600 624(1) TOLUENE 13000 ug/L 600 624 0) total XYLENES 9100 ug/L 600 624 0) 1 ,2 DICHLOROBENZENE * ug/L 600 624(1) 1 ,3 DICHLORO)3ENZENE * ug/L 600 624 0) 1 ,4 DICHLOROBENZENE * ug/L 600 624 0) NOTE: *, if present, indicates this parameter is below the limit of detection. (1) Methods- for Organic Chemical Analysis of Municipal and Industrial Wastewater EPA-600/4-82-067 July 1982. HYDROSAMPLE, DIVISION of ZECCO, INC. A Metcalf 8 Eddy Technologies Company STATE'CERTIFIED LABORATORY / MASSACHUSETTS - MA097 CONNECTICUT - PH0628 APPENDIX 4.3 SURFACE WATERS ANALYSIS H Y D R 0 S A M P L E L A B O R A T O R Y Division of Zecco Incorporated A Metcalf & Eddy Technologies Company 367 West Main Street, Northboro, MA 01532 Phone: (508)393-7222 FAX: (508) 393-3074 Mr. Alan C. Ford, Laboratory Manager REPORT OF ANALYSIS 602 Purgeables CLIENT: Mobil Oil Corporation DATE COLLECTED:02/02/89 580 Chelsea Street DATE RECEIVED :02/03/89 East Boston, MA DATE REPORTED :02/08/89 YOUR P. 0. a HYDROSAMPLE NUMBER: 3327 SAMPLE IDENTIFICATION: Mobil Station, Discharge Pond Hyannis, MA MATRIX: Water in glass COLLECTED BY: S. Hartwell --------------------------------------------- PARAMETER ---- ----------------------ATE OF RESULT UNITS DETECTION METHOD DATE OF __DESCRIPTION LIMIT REFERENCE —ANALYSIS ------------------------------------------------------------- -------- BENZENE * ug/L 4.0 602 0) 02/06/89 CHLOROBENZENE * ug/L 4.0 602(1 ) ETHYL BENZENE * ug/L 5.0 602(1) TOLUENE * ug/L 5.0 602(1) total XYLENES * ug/L 5.0 602(i) 1 ,2 DICHLOROBENZENE * ug/L 5.0 602(1) 1 ,3 DICHLOROBENZENE * ug/L 5.0 602(1) 1 ,4 DICHLOROBENZENE * ug/L 5.0 602(1) NOTE: *, If present, Indicates this parameter is below the limit of detection. (1) 40 CFR, Part 136, July 1986. HYDROSAMPLE, 'DIVISION of ZECCO, INC. A Metcalf & Eddy Technologies Company , STA CERTIFI ED VdEORdRYJ- MA097 H Y D R 0 S A M P L E L A B O R A T O R Y Division of Zecco Incorporated A Metcalf & Eddy .Technologles Company 367 West Main Street, Northboro, MA 01532 Phone: (508)393-7222 FAX: (508) 393-3074 " Mr. Alan C. Ford, Laboratory Manager REPORT OF ANALYSIS 602 Purgeables CLIENT: Mobil Oil Corporation DATE COLLECTED:02/02/89 580 Chelsea Street DATE RECEIVED :02/03/89 East Boston, MA DATE REPORTED :02/08/89 YOUR P. 0. a ; HYDROSAMPLE NUMBER: 3328 SAMPLE IDENTIFICATION: Mobil Station, Shallow Pond Hyannis, MA MATRIX: Water in glass COLLECTED BY: S. Hartwell PARAMETEA RESULT UNITS DETECTION �M TE HOD DATE .OF __DESCRIPTION ____ -------------------------------------------LIMIT---------REFERENCE ANALYSIS BENZENE * ug/L 4.0 602(1) 02/06/89 CHLOROBENZENE * ug/L 4.0 602(1) ETHYL BENZENE * ug/L 5.0 602(1) TOLUENE * ug/L 5.0 602(1) total XYLENES * ug/L 5.0 602(1) 1 ,2 DICHLOROBENZENE +► ug/L 5.0 602(1) 1 .3 DICHLOR68ENZENE * ug/L 5.0 602(1) 1 ,4 DICHLOROSENZENE +► ug/L 5.0 602(1) NOTE: *, if present, indicates this parameter is below the limit of detection. (1) 40 CFR, Part 136, July 1986. HYDROSAMPLE, DIVISION of ZECCO, INC. A Metcalf & Eddy Technologies Company ST CERTIFIED � ASOJORY - MA097 xrr.,ce�r� Y °yY4il'1 "N41RNi5�N9L LltJ1�A+(J"'l1r near�.m,: a; t �}r,e�y " a11 � r aP Town of Barnstable. � Z y l o D prt et l�yaMbor�tPbw l[7 3 0/O 6 1 f PubUC th DNbUn -.,--_-- -- aoo trs>R ara+ii,��urt ae�� . -7 2u rr� 'i� /�►� ,n,e�. C b Daft -- SOU Suitabilily Assessmen t for Sewage DUPORal PwEorMedOgr. oA ivne l��y �Z T. C C.. . 5CA�ON Z CERML IIVodo"'TYOI�I La�lanAdd�ri �S� 1-yaa►Pt�u�(n Goad owu+'�Nas Cln�tsco �teal��( «C }yanALl> t-(A Add. 156 sYadoo,S►n M,a�or':Wpr1'raet 38 / i 51 5c 1vi �r0e�ci.ng, t�ew uG asps ✓ �, W r sd v- 273-0 3'77• L MUN C oanrnerccUl �n5 shak�o��yl,�i'�) 2-5 imw" DO�,onu dens 4pw ahb►sodT--- ... No�ti6b Wrt Any_....:.r..-11 'Wi1dlAt WSW WA.r.:.....»� Ufa 0ow �'�I!pp�ete�m,►dhueulen�d la,.wet le,sda�e d IrM 1t�Y,pay�iaetlr uglra4�>�wp ta10.1r1 . See ocf(wo51n apes b llydie�t 7 150 1Mtli01��c,�► ,• . pep6w0�Mwlra Biw�dlyVkwbMatNS wrrolybon�l IUo� ��: fsir�lfrpoiullyhb0,aa�la 7 ( �0� . D$'1'EaMATION POu SUSONAL MON W&TERTl1 MOWUrudt �icecF Obsetuckcon 7150 12, 7 , �owo eN oft i<its.lwle -la, Dlplb Iael1 a0R1E1u p tMlpiq lobe dde dcOb.lde: '�15'0- —h1� pl�Myw��Illd�l�t �' PL%RCOLATION TZff peW,rotlon i '_ 'pIN111t 9" ...� . ..wr.w. ed.r _ aep�erl!eA -----.- _ - • '03 AM Ai LbIWJie� t 2 — � • su buiWity As,M> tlt 1•u.a! '� Alta3�l3,d; �' 1►iMid 1y 1..�... aisle*PWtlle"W&Ol*W Ob161vIt1tDlt YI010 hl!*1`o AO L1fya1jl%wd 00 auk wolf 061119a test k to be 6ndudod wli6100'Itw•dw,7a+mvA*19 soars tit. 8srns�LL Can Dtvleson at kad ona(1)week petit'to bRAMb6• . Q:�ISPIICl4� • . F s is 46 { _ CX 6 $ O Q - w • - - - - - a � w Lo o r :i COMMONWEALTH OF,MASSACHUSETTS EXECUTIVE OFFICE OF ENVIRONMENTAL AFFAIRS 1° F DEPARTMENT OF ENVIRONMENTAL PROTECTION � d SOUTHEAST REGIONAL OFFICE Y0 ARGEO PAUL CELLUCCI t ; BOB DURAND Governor Secretary JANE SWIFT DAVID B. STRUHS Lieutenant Governor Commissioner July 7, 1999 Mr. Jeff Johnson,Project Engineer RE: BARNSTABLE--WSC/SMP 4-13422 Mobil Business Resources Corporation Mobil Station No. 01-QJH 469 Doughty Boulevard,'2°d Floor 156 Iyanough Road Inwood,New York 11097 PERMIT APPLICATION _ TRANSMITTAL#W003021 TECBNICAL DEFICIENCIES M.G.L. c.21E and 310 40.0000 Dear Mr. Johnson: The Department of Environmental Protection, Bureau of ,Waste Site Cleanup (the Department) is in, receipt of a Scope of Work dated May.24, 1999 and prepared by Groundwater and Environmental Services, Incorporated (GES). The Scope of Work addresses technical deficiency number 3'contained in the Department's letter titled "Permit Application Transmittal #W003021", dated February.4, 1999. The Department approves the Scope of Work with the following conditions: 1. A well couplet should be installed at proposed location MW-15 (S) depicted on the Figure titled "Proposed Well Locations, Mobil Service Station #01-QJH, 156 Iyanough Road, Hyannis, Massachusetts" dated May 24, 1999 and prepared by GES. In addition, deep wells should also be installed adjacent to existing monitoring well MW-12, MW-13 and WYV-14. The monitoring wells should be installed in strict conformance with Department Policy #WSC-310-91 titled `.`Standard References for Monitoring Wells". The well screens should be placed at a depth sufficient to evaluate whether or not a hydrogeologic relationship exists between the groundwater at the site and the Maher Municipal Wellfield. In addition, the Department recommends that a deep well also be installed at the location proposed as MW-17 (S)to address any potential upgradient sources of contamination. n 2. All monitoring wells should be surveyed to the same benchmark and an adequate number of wells should be gauged to determine the groundwater flow direction (both horizontal and vertical). The groundwater flow direction should be depicted on a site map that has been modified to include the newly installed monitoring wells. In addition;"the site map -should contain an appropriate scale,pertinent site features and a north arrow. 20 Riverside Drive-Lakeville,Massachusetts 02347- FAX(508)947-6557-Telephone(508)946-2700 This information is available in alternate format by calling our ADA Coordinator at(617)574-6872. DEP on the World Wide Web: http://www.magnet.state.ma.us/dep Za Printed on Recycled Paper 1 ty 3. An appropriate number of cross-sections should be prepared to evaluate and depict the hydraulic relationship between the site and the Maher Municipal Wellfield. At a minimum, you should construct one (1) across-section through ,the source area and extending to the Wellfield. .A second cross-section should be prepared perpendicular to the first, extending from the source area to the property to the north. Both cross-sections should include the monitoring well screen intervals, groundwater quality data and piezometric head measurements. If possible, equipotential lines should be depicted on the cross-sections. 4. A groundwater sample should be collected from each of the newly installed monitoring wells and the wells designated as GES-1 through GES-5 and MW-12 through MW-14 for the analysis of volatile petroleum hydrocarbons (VPH). The VPH analysis should include methyl tertiary butyl ether and the other target analytes as well as the three(3)hydrocarbon fractions. Refer to the Department's VPH/EPH Policy for additional information on the collection and analysis of these samples. If you have any questions regarding this letter,please contact Laura Stanley at the letterhead address or (508) 946-2880. All future communications regarding this release must reference the Release Tracking Number 4-13422. Sincerely, rard M.R. Martm, Chief Site Management and Permitting Section GM/LS/dl cc: Barnstable Board of Health P.O. Box 534 Hyannis,Massachusetts 02601 ATTN: Tom McKearn,Hazardous Waste Coordinator Town of Barnstable 367 Main Street Hyannis,Massachusetts 02601 ATTN: James Tinsley,Town Manager e Barnstable Water Company P.O.Box 326 Hyannis,Massachusetts 02601 ATTN: George.Wadsworth 2 Groundwater and Environmental Services 364 Littleton Road, Suite 4 Westford,Massachusetts 01886 ATTN: James Young,LSP DEP SERO ATTN:" Data Entry/file 3 CERTIFICATE OF UNDERGROUND STORAGE TANK SYSTEM TESTING ` :�KIIEDLOGY-NDE TANKNOLOGY-NDE v 8900 SHOAL CREEK, BUILDING 200 al!GTIN, TEXAS 78757 +fig (512)451-6334 FAX(512)459-1459 TEST RESULT SITE SUMMARY REPORT TEST TYPE: Sure Test PURPOSE: COMPLIANCE TEST DATE: 10/10/9.7 WORK ORDER NUMBER: 7105215 - - CLIENT: MOBIL OIL CORPORATION SITEt�16 BIL-01=QJH 3225 GALLOWS ROAD ✓� G u IYANOUGH ROAD FAIRFAX, VA 22037 HYANNIS, MA 02601 ATTN: STEVE ANASTOS The following test(s)were conducted at the site above in accordance with all applicable portions of Federal,NFPA and local regulations Line and Leak Detector Tests waste of 1 WASTE OIL 2 REGULAR 0.003 P Y P 3 SPECIAL 0.000 P Y P 4 SUPER 0.003 P Y P Tanknology-NDE appreciates the opportunity to serve you,and looks forward to working with you in the future.Please call any time,day or night,when you need us. TANKNOLOGY-NDE Representative: Services conducted by: D"r"rNTION BUREAU TOM PRESNAL SHAWN P'. CONRAD W,',: -. !'i L DcPART-MElb'T 85 i ri �Q61 OOL RD. EXT 'i°a;;t y1S,'9A026 ��1 Reviewed: Technician Certification Number: 5019 Printed 10/17/97 11:21 PCAWOOD INDIVIDUAL TANK/LINE/LEAK DETECTOR TEST REPORT TEST DATE: 10/10/97 WORK ORDER NUMBER: 7105215 CLIENT: MOBIL OIL CORPORATION SITE: MOBIL 01-QJH Tank ID: 2 Material: Dw FIBERS Bottom to top fill in inches: 142.0 Product: REGULAR Tank manifolded: No Bottom to grade fill in inches: 150.0 Capacity in gallons: 11,627 Vent manifolded: No Fill pipe length in inches: 50.0 Diameter in inches: 92.00 Vapor recovery manifolded: yEs Fill pipe diameter in inches: 4.0 Length in inches: 409 Impact Valves Operational: Stage I vapor recovery: DUAL Tank age(years): Overfill protection: Stage II vapor recovery: ASSIST Fuel pure rating: Overspill protection: Installed: COMMENTS RNKW - a ES` ,E190 z _ PSI at tank bottom: New/passed Failed/replaced New/passed Failed/replaced Fluid level in inches: L.D.#1 L.D.#1 L.D.#2 L.D.#2 UFT/OFT: Make:RED JACKET Fluid volume in gallons: Model: X.L.P. Tank water level in inches: S/N: 20391-1313 Test time: Open time in sec: 2.00 Number of thermisters: Holding psi: 12 Specific gravity: Resiliancy cc: 380 Water table depth in inches: Test leak rate ml/m: 378.0 Determined by(method): Metering psi: 1e Leak rate in gph: Calib. leak in gph: 6.00 Result: Results: PAss COMMENTS COMMENTS Test time: Material: FIBERGLASS Ullage volume: Diameter(in): 2.0 Ullage pressure: Length(ft): 75.0 Results: Test psi: 50 Bleedback cc: 230 DATA FOR UTS-4T ONLY: Test time(min): 30 Test 1:Start time: 07:13 Time of test 1: Finish psi: 48 Temperature: Vol change cc: 6 Test 2:Start time: 07:23 Flow rate(cfh): Finish psi: 50 Time of test 2: Vol change cc: 0 Test 3:Start time: 07:33 Temperature: Finish psi: 50 Flow rate(cfh): Vol change cc: 0 Time of test 3: Final gph: 0.003 Temperature: Result: PASS Flow rate(cfh): Pump type: PREssURE COMMENTS Pump make: RED JACKET COMMENTS Printed 10/17/97 11:22 PCAWOOD 8900 SHOAL CREEK,BUILDING 200,AUSTIN,TEXAS 78757(512)451-6334 INDIVIDUAL TANK/LINE/LEAK DETECTOR TEST REPORT TEST DATE: 10/10/97 WORK ORDER NUMBER: 7105215 ' CLIENT: MOBIL OIL CORPORATION SITE: MOBIL 01-QJH Tank ID: 3 Material: Dw FIBERG Bottom to top fill in inches: Product: SPECIAL, Tank manifolded: No Bottom to grade fill in inches: Capacity in gallons: 9,728 Vent manifolded: No Fill pipe length in inches: Diameter in inches: 92.00 Vapor recovery manifolded: yES Fill pipe diameter in inches: 4.0 Length in inches: 342 Impact Valves Operational: Stage I vapor recovery: DUAL Tank age(years): Overfill protection: Stage II vapor recovery: ASSIST Fuel pure rating: Overspill protection: Installed: COMMENTS PSI at tank bottom: New/passed Failed/replaced New/passed Failed/replaced Fluid level in inches: L.D.#1 L.D.#1 L.D.#2 L.D.#2 UFT/OFT: Make:REn JACKET Fluid volume in gallons: Model: X.L.P. Tank water level in inches: S/N: 20391-1314 Test time: Open time in sec: 2.00 Number of thermisters: Holding psi: 13 Specific gravity: Resiliancy cc: 390 Water table depth in inches: Test leak rate ml/m: 378.0 Determined by(method): Metering psi: 18 Leak rate in gph: Calib. leak in gph: 6.00 Result: Results: PAss COMMENTS COMMENTS .. ale od U l+ ser GE`. EST RES�L►L*TS�t'�'E � Test time: Material: FIBERGLASS Ullage volume: Diameter(in): 2.0 Ullage pressure: Length (ft): 75.0 Results: Test psi: 50 Bleedback cc: 250 DATA FOR UTS-4T ONLY: Test time(min): 30 Test 1:Start time: 07:14 Time of test 1: Finish psi: 50 Temperature: Vol change cc: 0 Test 2:Start time: 07:24 Flow rate(cfh): Finish psi: so Time of test 2: Vol change cc: 0 Test 3:Start time: 07:34 Temperature: Finish psi: so Flow rate(cfh): Vol change cc: 0 Time of test 3: Final gph: 0.000 Temperature: Result: PASS Flow rate(cfh): Pump type: PREssvRE COMMENTS Pump make: RED JACKET COMMENTS Printed 10/17/97 11:22 PCAWOOD 8900 SHOAL CREEK, BUILDING 200,AUSTIN,TEXAS 78757(512)451-6334 INDIVIDUAL TANK/LINE/LEAK DETECTOR TEST REPORT TEST"DATE: 10/10/97 WORK ORDER NUMBER: 7105215 CLIENT: MOBIL OIL CORPORATION SITE: MOBIL 01-QJH Tank ID: 4 Material: Dw FIBERG Bottom to top fill in inches: 140.0 Product: SUPER Tank manifolded: No Bottom to grade fill in inches: 148.0 Capacity in gallons: 9,728 Vent manifolded: No Fill pipe length in inches: 48.0 Diameter in inches: 92.00 Vapor recovery manifolded: yEs Fill pipe diameter in inches: 4.0 Length in inches: 342 Impact Valves Operational: Stage I vapor recovery: DUAL Tank age(years): Overfill protection: Stage II vapor recovery: ASSIST Fuel pure rating: Overspill protection: Installed: COMMENTS NKtPESTURESULT,=u� e� �_ et et . PSI at tank bottom: New/passed Failed/replaced New/passed Failed/replaced Fluid level in inches: L.D.#1 L.D.#1 L.D.#2 L.D.#2 UFT/OFT: Make:RED JACKET Fluid volume in gallons: Model: Fxl Tank water level in inches: S/N: 30797-1810 Test time: Open time in sec: 1.00 Number of thermisters: Holding psi: 15 Specific gravity: Resiliancy cc: 130 Water table depth in inches: Test leak rate ml/m: 378.0 Determined by(method): Metering psi: 10 Leak rate in gph: Calib. leak in gph: 6.00 Result: Results: PAss COMMENTS COMMENTS 1LtG.,>»2,. ST1 tl�s' yes Me A Test time: Material: FIBERGLASS Ullage volume: Diameter(in): 2.0 Ullage pressure: Length(ft): 75.0 Results: Test psi: 50 Bleedback cc: 250 DATA FOR UTS-4T ONLY: Test time(min): 30 Test 1:Start time: 07:15 Time of test 1: Finish psi: 48 Temperature: Vol change cc: 6 Test 2:Start time: 07:25 Flow rate(cfh): Finish psi: so Time of test 2: Vol change cc: 0 Test 3:Start time: 07:35 Temperature: Finish psi: 50 Flow rate(cfh): Vol change cc: 0 Time of test 3: Final gph: 0.003 Temperature: Result: PASS Flow rate(cfh): Pump type: PREssuRE COMMENTS Pump make: RED JACKET COMMENTS Printed 10/17/97 11:22 PCAWOOD 8900 SHOAL CREEK, BUILDING 200,AUSTIN,TEXAS 78757(512)451-6334 TANKNOLOGY-NDE T�NK/VOLOG)'-NDE 8900 SHOAL CREEK, BUILDING 200 AUSTIN, TEXAS 78757 (512)451-6334 FAX(512)459-1459 TEST DATE: 10/10/97 WORK ORDER NUMBER: 7105215 CLIENT: MOBIL OIL CORPORATION SITE: MOBIL 01-QJH COMMENTS RETEST OF PREVIOUSLY FAILED LINES The lines and LD's passed. Tyree replaced all 12 fittings. PARTS REPLACED QUA HELIUM PINPOINT TEST RESULTS (IF APPLICABLE) SITE DIAGRAM TANKNOLOGY-NDE ANKNOLOVY-NDE 8900 SHOAL CREEK, BUILDING 200 AUSTIN, TEXAS 78757 (512)451-6334 ( . FAX(512)459-1459 TEST DATE: 10/10/97 WORK ORDER NUMBER: 7105215 CLIENT: MOBIL OIL CORPORATION SITE: MOBIL 01—QJH WASTE MOBIL 01-QJH OIL 156 IYANOUGH RD HYANNIS, MA F BAYS AND C-STORE I 1 F 12K I REG Z w S I IYANOUGH- .D . Printed 10/17/97 11:22 PCAWOOD t COMMONWEALTH OF MASSACHUSETTS EXECUTIVE OFFICE OF ENVIRONMENTAL AFFAIRS F N W t d . DEPARTMENT OF ENVIRONMENTAL:PROTECTION 20 RIVERSIDE DRIVE, LAKEVILLE, MA'{02347.-5�08:94fi 270 01 5�e� � lE�• j ARGEO PAUL CELLUCCI � Iz:#V E D Governor BOB DURAND E 4c JAN 08 '000 Secretary 1 JANE SWIFT LAUREN A:LISS Lieutenant Governor .. , Commissioner C ( D"PY February 3,20Q0 �, David J. Baker,Project Manager RE: BARNSTABLE-BWSC/SMP Mobil Business.Resources Corporation Mobil'Service Station*11636 1800 West Park Drive, Suite 450 "156 Iyanougfi Road Westborough, Massachusetts 01581 R.TI`: 4-1 34 22 TRANSMITTAL #W003021 DECISION TO GRANT PERMIT Dear Mr.Baker: The Department of Environmental Protection, Bureau of Waste Site Cleanup (the Department), has concluded its review of the above-referenced permit application. Using the criteria contained in the Massachusetts Contingency Plan (310 CMR 40.0730), the Department is issuing you a Tier IC Permit. Attached please find two (2) copies of this permit for your reference and acceptance. Following the review of the Permit Application and supporting documentation, the Department has determined that the assessment activities conducted to date are insufficient to determine whether or not a hydrogeological relationship exists between groundwater at the site and the Maher Municipal Wellfield (the Wellfield). The Department also determined that the Immediate Response Action Addendum Plan(the IRA Addendum Plan)dated December 10, 1999, prepared by Groundwater & Environmental Services, Incorporated (GES), is technically deficient. Specifically, information associated with the operation of the Wellfield and the affect of such operations on the hydraulic gradient,the,groundwater flow velocity and direction,and contaminant fate and transport was not addressed. Therefore, further assessment activities should be conducted to evaluate the impacts associated with the operation of Maher Municipal Wellfield on the site. These activities should be conducted,prior to submission of a Response Action Outcome Statement for the site and may be completed as part of the Phase II. " You must notify the Department of your decision to accept or not accept the permit. To accept the permit,both copies of the Acceptance Statement and the Certification of Submittal (page (5) five), must be signed and one copy of the complete permit must be returned to the Department within thirty(30)days of the date of issuance. This information is available in alternate format by calling our ADA Coordinator at(617)574-6872. DEP on the World Wide Web: http://www.magnetstate.ma.us/dep Q* Printed on Recycled Paper ✓�' BARNSTABLE-BWSC/SMP RTN 4-13422 Page 2 of 3 Decision to Grant Permit OJ If the signed permit is not received within the thirty (30) day deadline, the Department may consider this permit void. Consequently, you may be required to submit a new permit application and the appropriate fee in order to obtain a permit to conduct response actions. You may request an adjudicatory hearing in accordance with 310 CMR 40.0770 and as .outlined on page four (4) of the attached permit. Any request for an adjudicatory hearing must be made within twenty-one (21) days of the date on which the Department issued the permit. Please refer to 310 CMR 40.0770 and 310 CMR 40.0050 for conditions under which an adjudicatory . hearing may be requested. If no request for an adjudicatory hearing is made,this permit shall become effective twenty- one(21) days after the date on which the Department issues the permit and the Department's receipt of your signed Permit Acceptance Statement,whichever is later. The Department urges you to review and familiarize yourself with the terms and conditions of the Permit.and the Massachusetts Contingency Plan (MCP), 310 CMR 40.0000 et. seg., in order to complete the required response actions within the timelines set forth therein. Failure to comply with the deadlines in the Permit and MCP may result in the Department taking enforcement actions against you, including, but not limited to, the assessment of Administrative Penalties. Please be advised that if a Response Action Outcome (RAO) can not be achieved at this site prior to the expiration date of this permit, an application for a Permit Extension must be submitted to the Department. Such application must be filed with the Department ninety (90) days prior to the expiration date of this permit. IMMEDIATE RESPONSE ACTION According to the IRA Addendum Plan, groundwater concentrations at the site have decreased below Method 1 Cleanup Standards for Groundwater Category GW-1. Groundwater Category GW-1 Standards are applicable,to those sites located in a current or potential drinking water source area (refer to 310 CMR 40.0932 for additional information). Based on this information, GES. has recommended that the existing groundwater remediation system be deactivated. GES also recommended that monitoring wells EEG-1 through EEG-4 (except for EEG-3), GES-2 through GES-4, MW-12 through MW-16, MW-14D, MW-16D, MW-19 and OW- 8 be gauged and sampled for Volatile Petroleum Hydrocarbons twice in a four (4) month period. The Department recommends that the frequency at which the monitoring wells are gauged and sampled be increased to at least once per quarter for a period of one (1)year to account for seasonal groundwater fluctuations. In addition,the Department recommends that monitoring well MW-12D be included in the gauging and sampling schedule. The need to reactivate or modify the system should be based on the Phase II assessment activities, the gauging and laboratory analytical data and the Risk Characterization. Please note that the Department may perform an audit of this site in the near future to ensure compliance with the terms and. conditions of the permit and requirements of the MCP. Should this site become a candidate for an audit,you will be notified promptly. III BARNSTABLEsBWSOSMP RTN 4-13422 Page 3 of 3. Decision to Grant Permit If you have any questions please call.Laura Stanley at (508) 946-2880. Sincerely, erard M.R. M ,,Chie Site Management&Permits Section M\LAS\ka CERTIFIED MAIL NO. Z 240 866 650 RETURN RECEIPT REQUESTED Enclosure—Tier.IC Permit cc: James Tinsley,Town Manager Town of Barnstable 367 Main Street Hyannis, Massachusetts 02601 Tom McKearn, Haz. Waste Coordinator Barnstable Department of Health Post Office Box 534 Hyannis, Massachusetts 02601 George Wadsworth, President Barnstable Water Company Post Office Box 10 Hyannis, Massachusetts 02601 James Young,LSP Groundwater& Environmental Services,Incorporated 364 Littleton Road, Suite 4 Westford,Massachusetts 01886 DEP-SERO Attn: Mildred Garcia-Surette,Deputy Regional Director Joseph Kowal, Chief,Audits and.Site.Management Section Data Entry �ra�w �u� i>�WWWi�1�i1W111if�WWWWWWWWWWW Do�D4 �D� CERTIFICATE OF UNDERGROUND STORAGE TANK SYSTEM TESTING. ANKNOLOGY-NDE TANKNOLOGY-NDE 8900 SHOAL CREEK, BUILDING 200 AUSTIN, TEXAS 78757 r (512)451-6334 FAX(512)459-1459 TEST RESULT SITE SUMMARY REPORT TEST TYPE: Sure Test PURPOSE: COMPLIANCE TEST DATE: 10/09/97 WORK ORDER NUMBER: 7105077 CLIENT: MOBIL OIL.CORPORATION SITE: MOBIL 01—QJH 3225 GALLOWS ROAD 156 IYAN OMH RO`A' 1 MIS, U0FAIRFAX, VA 22037 HYAN _ 26O1 ATTN: STEVE ANASTOS The following test(s)were conducted at the site above in accordance with all applicable portions of Federal,NI FPA and local regulations Tank Tests . .. . _ A C; D N.: O Sti>r`z _ Ca i incfi gph waste of 1 WASTE OIL 1,000 52.00 2 REGULAR 11,627 92.00 0.000 3 SPECIAL 9,728 92.00 PASS 0.001 PASS 4 SUPER 9,728 92.00 Line and Leak Detector Tests 01LUMEt HANG._. N� U~ _ BLEAKMw t UM E OD.[a R ,5 i ETECTQ. CTORR" n ESEPIT iESUL g waste of 1 WASTE OIL 2 REGULAR 0.076 F y P 3 SPECIAL 0.143 F y P 4. SUPER 0.155 F y P TANKNOLOGY-NDE appreciates the opportunity to serve you,and looks forward to working with you in the future.Please call any time,day or night,when you need us. TANKNOLOGY-NDE Representative: Test conducted by: TOM PRESNAL SHAWN P. CONRAD tl :aa..'S i7 Y41,VNIS FIRE DZEAR�;:9E Reviewed: y �� '�'�� C�!!r„I?Cr `,technician Certification Number: 5019 Printed 10/17/97 10:41 PCAWOOD INDIVIDUAL TANKILINEILEAK DETECTOR TEST REPORT TEST DATE: 10/09/97 WORK ORDER NUMBER: 7105077 CLIENT: MOBIL OIL CORPORATION SITE: MOBIL 01-QJH Tank ID: 2 Material: Dw FIBERG Bottom to top fill in inches: 142.0 Product: REGULAR Tank manifolded: NO Bottom to grade fill in inches: 150.0 Capacity in gallons: 11,627 Vent manifolded: NO Fill pipe length in inches: 50.0 Diameter in inches: 92.00 Vapor recovery manifolded: yEs Fill pipe diameter in inches: 4.0 Length in inches: 409 Impact Valves Operational: Stage I vapor recovery: DUAL Tank age(years): Overfill protection: Stage II vapor recovery: ASSIST Fuel pure rating: Overspill protection: Installed: COMMENTS PSI at tank bottom: New/passed Failed/replaced New/passed Failed/replaced Fluid level in inches: L.D.#1 L.D.#1 L.D.#2 L.D.#2 LIFT/OFT: Make:RED JACKET Fluid volume in gallons: Model: X.L.P. Tank water level in inches: S/N: 20391-1313 Test time: Open time in sec: 2.00 Number of thermisters: Holding psi: 17 Specific gravity: Resiliancy cc: 360 Water table depth in inches: Test leak rate ml/m: 378.0 Determined by(method): Metering psi: 18 Leak rate in gph: Calib. leak in gph: 6.00 Result: Results: pAss COMMENTS COMMENTS Test time: Material: FISERGLAss Ullage volume: Diameter(in): 2.0 Ullage pressure: Length (ft): 75.0 Results: Test psi: 50 Bleedback cc: 240 DATA FOR UTS-4T ONLY: Test time(min): 30 Test 1:Start time: 09:41 Time of test 1: Finish psi: 42 Temperature: Vol change cc: 48 Test 2:Start time: 09:51 Flow rate(cfh): Finish psi: 42 Time of test 2: Vol change cc: 48 Test 3:Start time: 10:01 Temperature: Finish psi: 42 Flow rate(cfh): Vol change cc: 48 Time of test 3: Final gph: 0.076 Temperature: Result: FAIL Flow rate(cfh): Pump type: pREssuRE COMMENTS Pump make: RED JACKET ` COMMENTS I The line is leaking under the dispensers 2/4 and5/7 where the fff flex connectors attach to the impact valve. Printed 10/17/97 10:42 PCAWOOD 8900 SHOAL CREEK, BUILDING 200,AUSTIN,TEXAS 78757(512)451-6334 INDIVIDUAL TANK/LINE/LEAK DETECTOR TEST REPORT TEST DATE: 10/09/97 WORK ORDER NUMBER: 7105077 CLIENT: MOBIL OIL CORPORATION SITE: MOBIL 01-QJH -- Tank ID: 3 Material: Dw FIBERG Bottom to top fill in inches: Product: SPECIAL Tank manifolded: No Bottom to grade fill in inches: Capacity in gallons: 9,728 Vent manifolded: No Fill pipe length in inches: Diameter in inches: 92.00 Vapor recovery manifolded: yES Fill pipe diameter in inches: 4.0 Length in inches: 342 Impact Valves Operational: Stage I vapor recovery: DUAL Tank age(years): Overfill protection: Stage II vapor recovery: ASSIST Fuel pure rating: Overspill protection: Installed: COMMENTS �t a u Hs e - e ,� PSI at tank bottom: 1.00 New/passed Failed/replaced New/passed Failed/replaced Fluid level in inches: 34.00 L.D.#1 L.D.#1 L.D.#2 L.D.#2 UFT/OFT: UFT Make:RED JACKET Fluid volume in gallons: 3,313 Model: X.L.P. Tank water level in inches: 0.00 S/N: 20391-1314 Test time: 09:23-12:34 Open time in sec: 2.00 Number of thermisters: 4 Holding psi: 10 Specific gravity: 0.740 Resiliancy cc: 350 Water table depth in inches: 157.00 Test leak rate ml/m: 378.0 Determined by(method): MONTR WELL Metering psi: 17 Leak rate in gph: 0.001 Calib. leak in gph: 6.00 Result: PASS Results: PAss COMMENTS COMMENTS ULLAGE�'ES'f:RFSUL'_�Sl`estt a hod-: Test time. 12:55-13:25 Material: FIBERGLASS Ullage volume: 6,415 Diameter(in): 2.0 Ullage pressure: 3.00 Length(ft): 75.0 Results: PASS Test psi: 5o Bleedback cc: 250 DATA FOR UTS-4T ONLY: Test time(min): 30 Test 1:Start time: 09:44 Time of test 1: 12:55-13:05 Finish psi: 34 Temperature: 65.00 Vol change cc: 90 Test 2:Start time: 09:54 Flow rate(cfh): 0.200-0.200 Finish psi: 34 Time of test 2: 13:05-13:15 Vol change cc: 90 Test 3:Start time: 10:04 Temperature: 65.00 Finish psi: 34 Flow rate(cfh): 0.200-0.100 Vol change cc: 90 Time of test 3: 13:15-13:25 Final gph: 0.143 Temperature: 65.00 Result: FAIL Flow rate (cfh): 0.200-0.100 Pump type: PREssURE COMMENTS Pump make: RED JACKET COMMENTS The line is leaking under dispenser 1/3 2/4, and 6/8 where the flex connector attaches to the impact valve. Printed 10/17/97 10:42 PCAWOOD 8900 SHOAL CREEK, BUILDING 200,AUSTIN,TEXAS 78757(512)451-6334 INDIVIDUAL TANK/LINE/LEAK DETECTOR TEST REPORT TEST DATE: 10/09/97 WORK ORDER NUMBER: 7105077 t CLIENT: MOBIL OIL CORPORATION SITE: MOBIL 01-QJH 1 Tank ID: 4 Material: Dw FIBERG Bottom to top fill in inches: 140.0 Product: SUPER Tank manifolded: No Bottom to grade fill in inches: 148.0 Capacity in gallons: 9,728 Vent manifolded: No Fill pipe length in inches: 48.0 Diameter in inches: 92.00 Vapor recovery manifolded: XES Fill pipe diameter in inches: 4.0 Length in inches: 342 Impact Valves Operational: Stage I vapor recovery: DUAL Tank age(years): Overfill protection: Stage 11 vapor recovery: ASSIST Fuel pure rating: Overspill protection: Installed: COMMENTS LEAKETEC 1 PSI at tank bottom: New/passed Failed/replaced New/passed Failed/replaced Fluid level in inches: L.D.#1 L.D.#1 L.D.#2 L.D.#2 UFT/OFT: Make:RED JACKET RED JACKET Fluid volume in gallons: Model: Fxl X.L.P. Tank water level in inches: S/N: 30797-1810 20391-1307 Test time: Open time in sec: 1.00 Number of thermisters: Holding psi: 12 Specific gravity: Resiliancy cc: 110 Water table depth in inches: Test leak rate ml/m: 378.0 Determined by (method): Metering psi: 10 Leak rate in gph: Calib. leak in gph: 6.00 6.00 Result: Results: PAss FAIL COMMENTS COMMENTS LIAGE�TESTRESULTSTest MethIIT3 =es e;g8 s ser es -. Test time: Material: FIBERGLASS Ullage volume: Diameter(in): 2.0 Ullage pressure: Length(ft): 75.0 Results: Test psi: 50 Bleedback cc: 250 DATA FOR UTS-4T ONLY: Test time(min): 30 Test 1:Start time: 09;d9 Time of test 1: Finish psi: 32 Temperature: Vol change cc: 98 Test 2: Start time: 09:59 Flow rate (cfh): Finish psi: 32 Time of test 2: Vol change cc: 98 Test 3:Start time: 10:09 Temperature: Finish psi: 32 Flow rate(cfh): Vol change cc: 98 Time of test 3: Final gph: 0.155 Temperature: Result: FAIL Flow rate(cfh): Pump type: PREssURE COMMENTS Pump make: RED JACKET COMMENTS The line is leaking under dispensers 2/4, 5/7 and 6/8 where the flex connector attaches to the impact valve. Printed 10/17/97 10:42 PCAWOOD i 8900 SHOAL CREEK, BUILDING 200,AUSTIN,TEXAS 78757(512)451-6334 SITE DIAGRAM TANKNOLOGY-NDE T.QN/KN0L0GY-NDE 8900 SHOAL CREEK, BUILDING 200 AUSTIN, TEXAS 78757 (512)451-6334 ' FAX (512)459-1459 TEST DATE: 10/09/97 WORK ORDER NUMBER: 7105077 CLIENT: MOBIL OIL CORPORATION SITE: MOBIL O1—QJH WASTE MOBIL 01-QJH OIL 156 IYANOUGH RD HYANNIS, MA F BAYS AND C-STORE I P 12K I U) H REG z w > S I lYAN • Printed 10/17/97 10:42 PCAWOOD tNE Tp�� The Town of Barnstable * BARNSTABLE, = Office of Town Manager 9 MASS. 039. .0 a 367 Main Street, Hyannis MA 02601 Office: 508-862-4610 John C. Klimm,Town Manager Fax: 508-790-6226 Joellen J.Daley,Assistant Town Manager MEMORANDUM TO: Tom Mullen, Director of Department of Public Works Tom McKean, Director of Public Health FR: Joell 1 , Assistant Town Manager DT: March 12, 002 s RE: Public Notice Requirement Mobil Service Station 11636, 156 Iyanough Road, Hyannis, MA For your information, enclosed is a copy of a letter from GES dated_March 6, 2002 regarding the above-captioned matter. Thank you. JJD/lmb Enclosure I E a-� ` ME Groundwater %A & Environmental Services, Inc. 364 Littleton Road . Suite 4 Westford, MA 01886 . (978)392-0090 FAX(978)392-85$��;�,. ; ; c 2L E March 6, 2002 Mr. John Klimm *02 MA.--,, 11 to r -01-1 Town Manager Town Hall 376 Main Street Hyannis, Massachusetts 02601 Re: Public Notice Requirement Phase II Comprehensive Site Assessment and Phase III Remedial Action Plan Mobil Service Station 11636 (Formerly 01-QJH) --4 56 Iyanough Road: Hyanriis,Massachusetts`' MADEP_Site No. 4-13422 Dear Mr. Klimm: On behalf of Mobil Business Resources Corporation (Mobil), Groundwater & Environmental Services, Inc. (GES) is informing you that a Phase II Comprehensive Site Assessment (CSA) and a Phase III Remedial Action Plan (RAP) have been completed for the Mobil Service Station property located at 156 Iyanough Road in Hyannis, Massachusetts. The Phase 11 CSA and Phase III RAP were submitted on March 6, 2002 to the Massachusetts Department of Environmental Protection (MADEP) southeast regional office located at 20 Riverside Drive in Lakeville, Massachusetts. Please contact MADEP at (508) 946-2700 if you wish to review these documents. If you have any questions regarding this submittal, please contact the undersigned at (978) 392-0090 extension 125. Sincerely, GROUNDWATER & ENVIRONMENTAL SERVICES, INC. Keri A. Fitz atri k Brian A. Emery, LSP P Project Manager Senior Project Manager c: MADEP, Southeast Region E5324 "An Equal Opportunity Employer" pGroundwater ` ®® & Environmental Services, Inc. 85 Flagship Drive Suite.E • North Andover, MA 01845 (508) 688-8100 FAX (508) 688-6041 October 14, 1998 Thomas A. McKean Director, Board of Health Superior Court House P.O. Box 427 Barnstable, MA 02630 Subject: Public Notice Requirement Mobil Service Station No. Ol-QJH l Iyanough Road Hyannis, Massachusetts Dear Mr. McKean: This letter is sent to you to fulfill the public involvement provisions required by the Massachusetts Contingency Plan(MCP) for the above referenced site. The public involvement provisions [310 CMR 40.1403 (6)(b)] require that the Chief Municipal Officer or Town Manager and the Board of Health in the community(ies) in which a disposal site is located be notified that an application for a Tier IC Permit Classification will be submitted to the Department of Environmental Protection(DEP). The Tier I Classification will be filed with the DEP Southeast Regional Office on Friday, October 16, 1998. In addition to notifying the Chief Municipal Officer and the Board of Health, the public involvement provisions for a Tier I Classification submittal require that a legal notice be published in the local paper(The Cape Cod Times). The legal notice,prepared on a form established by the DEP, is attached for your reference. If you have any questions regarding this letter, please contact Mr. Jeff Johnson, Mobil Business Resources Corporation, 464 Doughty Boulevard, Second Floor, Inwood, NY. 11097, at(516) 239-0266 or the undersigned at the letterhead address. Sincerely, Groundwater& Environmental Services, Inc. Wade Ewing Senior Geologist cc: Jeff Johnson, Mobil Business Resources Corporation 1 r 41 NOTICE OF PHASE I INVESTIGATION AND TIER I CLASSIFICATION PERMIT Mobil Service Station No. 01-QJH 156 Iyanough Road Hyannis, Massachusetts DEP Site No. 4 - 0013422 Pursuant to the Massachusetts Contingency Plan(310 CMR 40.0480), an Initial Site Investigation has been performed at the above referenced location. A release of oil and/or hazardous materials has occurred at this location, a disposal site as defined by M.G.L. c. 21E, Section 2. This site has been classified as Tier IC, pursuant (310 CMR 40.0500). An initial Tier IC Classification is being submitted to the Department of Environmental Protection(DEP) on Friday, October 16, 1998 pursuant to 310 CMR 40.0703(8)2. Parties interested in reviewing and commenting on this permit application should notify the DEP in writing at: DEP, Bureau of Waste Site Cleanup, Permit Section, 20 Riverside Dr., Lakeville, Massachusetts, 02347 by November 5, 1998. If interest to review and comment on this Tier I permit application is received by the DEP, a twenty day public comment review period, concurrent with the DEP's Initial Technical Review of the application will be conducted. Written notification of interest must be received at the DEP in writing by the above deadline to maintain one's right to appeal the DEP's decision regarding the permit or to intervene in an adjudicatory proceeding with respect to this permit application pursuant to 310 CMR 40.0770(2). M.G.L. c. 21E and the Massachusetts Contingency Plan provide additional opportunities for public notice of an involvement in decisions regarding response actions at disposal sites: 1) The Chief Municipal Officer or Town Manager and Board of Health of the community in which the site is located, will be notified of major milestones and events, pursuant to 310 CMR 40.1403; and 2)Upon receipt of a petition from ten or more residents of the municipality in which the disposal site is located, or other municipalities also potentially affected by the disposal site, a plan for involving the public in decisions regarding response actions at the site will be prepared and implemented,pursuant to 310 CMR 40.1405. To obtain more information on this disposal site and opportunities for public involvement during its assessment and/or remediation,please contact Jeff Johnson at. Mobil Business Resources Corporation, 464 Doughty Boulevard, Second Floor, Inwood, NY. 11097, at (516) 239-0266. oFTNE Town of Barnstable MASS Board of Health �AT i639. A�� P.O. Box 534� Hyannis MA 02601 Ep Mp'l Office: 508-8624644 Susan G.Rask,R.S. FAX: 508-790-6304 Ralph A.Murphy,M.D. Sumner Kaufman,M.S.P.H. To: RUMPLER,LEONARD META Date Monday,March 05,2001 %CHACE,RUTTENBERG&F I ONE PARK ROW SUITE 300 PROVIDENCE RI 02903 RE:Underground Tank at 156 IYANNOUGH ROAD/RTE28 Map/Parcel 328151 Tank NO: 07 Tag NO: 01296 The Town of Barnstable Public Health Division records indicate that your undergroud. or chemical storage tank is I I years of age,and has not been tested as required under section 07:(5)of th health regulation regarding fuel and chemical storage systems. You are directed to have each tank and its piping tested within thirty(30)days of the receipt of this notice. Results of the testing shall be filed with the Board of Health and the Fire Department. You are reminded that you shall have the tank and its piping tested during the loth, 13th, 15th, 17th, and 19th year after installation,and annually thereafter. Failure to comply with this order may result in a fine of up to$300.00.Each day's failure to comply with an order shall constitute a separate violation. You may request a hearing if a written petition requesting same is received by the Board of Health within ten(10) days after this order is served. Per Order of the Board of Health Thomas A.McKean, RS, CHO Health Agent I Town of Barnstable NASM& ` Board of Health P.O. Box 534� Hyannis MA 02601 FD Mp'l Office: 508-862-4644 Susan G.Rask,R.S. FAX: 508-190-6304 Ralph A.Murphy,M.D. Sumner Kaufman;M.S.P.H. To: RUMPLER,LEONARD META Date Monday,March 05,2001 %CHACE,RUTTENBERG&F ONE PARK ROW SUITE 300 PROVIDENCE RI 02903 RE:Underground Tank at 156 IYANNOUGH ROAD/RTE28 Map/Parcel 328151 Tank NO: 08 Tag NO: 01297 The Town of Barnstable Public Health Division records indicate that your undergroud or chemical storage tank is 11 years of age,and has not been tested as required under section 07:(5)of th health regulation regarding fuel and chemical storage systems. You are directed to have each tank and its piping tested within thirty(30)days of the receipt of this notice. Results of the testing shall be filed with the Board of Health and the Fire Department. You are reminded that you shall have the tank and its piping tested during the loth,13th,15th,17th, and 19th year after installation,and annually thereafter. Failure to comply with this order may result in a fine of up to$300.00.Each day's failure to comply with an order shall constitute a separate violation. You may request a hearing if a written petition requesting same is received by the Board of Health within ten(10) days after this order is served. Per Order of the Board of Health Thomas A.McKean, RS, CHO Health Agent TOWN OF BARNSTABLE COMPLIANCE: CLASS: 1.Marine,Gas Stations,Repair BOARD OF HEALTH satisfactory 3.A2. uto Body Shops unsatisfactory- 4.Manufacturers COMPANY Al t/2cv )1 O v/ (see"Orders") 5.Retail Stores 6.Fuel Suppliers ADDRESS 1 S 6 -E-Y�- J_4 i�6f Class: 7.1�tiscellaneous 6''re4--" QUANTITIES AND STORAGE (IN=indoors;OUT=outdoors) MAJOR MATERIAL case lots Drums IN OUT IN OUT IN OUT #&gallons Age Test to de /1j/ Gasoline, et Fuel (A) to K Diesel, Kerosene, #2 (B) Heavy Oils: /0009 7 /tJ waste motor oil (C) ro S-00 new motor oil (C) 56 ansmissio ydraulic Synthetic Organics: degreasers Miscellaneous: ZP---y Ila--y Cs °` Wc'3 1 f c.) Pl- aIC4 (3 0t DISPOSAURECLAMATION REMARKS: , 1. Sanitary Sewage 2.Water Supply 0 A4S-6j O Town Sewer (Public z,�.�lla vea.ar ,�® �t, ea,�cam- c�/�sd tf,[7f' — XOn-site OPrivate ,� 3. Indoor Floor Drains YES NO AA0_"14 f aw_S1 �'xI ta.G A O Holding tank:MDC O Catch basin/Dry well O On-site system 4. Outdoor Surface drains:YES—C NO ORDERS: O Holding tank: MDC O b 4-a O Catch basin/Dry well � 'O e P44k4/4't—, Qv,� /irk- 8L On-site system it 5.Waste Transporter / ati ov 1 oft. -F Ca,,4oLik�+' a Name of Hauler Destination Waste Product YES NO 1. 2. 2?— erson (s) InterviKed Inspector Date aA. G=J�.e y i � e � /��' ( (1✓4 v5T Lco $� v�e�e�, too bc,.,(I e, pc.(z,-,,d_ S,yd 4,, L � (y (� cud � tiv) :7 ; 4e-a l kll- cy cd( L, tv L.,4-4-71A-3 I t vL�/• dti . revs... k OL 5 0�,,0 F - d i r' J �'' . a r �: ,� a. e , r F } i { 4 >. ., • •� �. .. �¢ .. ' ' f` _ � t. Y � .i � ... - k • �, �. t, i 1 � , 9 - + l '�4 ' .. ` 4 A �rl TOWN OF BARNSTABLE COMPLIANCE: CLASS: 1.Marine,Gas Stations,Repair satisfactory 2.Printers BOARD OF IJEALTH 3.Auto Body Shops O unsatisfactory- 4.Manufacturers COMPANY (see"Orders") 5.Retail Stores 6.Fuel Suppliers ADDRESS D e0ass: 7.Miscellaneous QUANTITIES AND STORAGE (IN=indoors;OUT=outdoors) MAJOR MAT] R LS Case lots Drums Above Tanks Underground IN OUT IN OUT IN OUT #&gallons Age Test Gasoline;- e Fuel(A) Diesel, Kerosene, #2 (B) waste moto�Oil rl� 1970 n 115 w motorr oil( transmissio ydraulic Synthetic Organics: degreasers Miscellaneous: Glyo S� { DISPOSALIRECLAMATION . _. REKS:: 1. SanitarySewage 2. ter SupplyA U / -,S/ (,/ D O Town Sewer /Wublic C 0Og j�8 0 On-site OPrivate 3. Indoor Floor Drains YESX--NOX— O Holding tank: MDC o 0 Catch basin/Dry well V J��lJg(JII� 0 On-site system 4. Outdoor Surface drains:YES NO ORD S• // m L> 0 Holding tank: MDC r R` //r O Catch basin/Dry well O On-site system 5.Waste Transporter Name of Hauler Destination Waste Product Licensed? 1. G o 1 S NO 1 2. 0 s, Person (s) Interviewed Insp r ate TOXIC AND HAZARDOYS MATERIALS REGISTRATION FORM NAME OF BUSINESS: Mail To: BUSINESS LOCATION: Board of Health Town of Barnstable MAILING ADDRESS: P.O. Box 534 TELEPHONE NUMBER: ll— Hyannis, MA 02601 CONTACT PERSON: APIAAI AF kRY EMERGENCY CONTACT TELEPHONE NUM ER: U Does your firm store any of the toxic or hazardous materials listed below, either for sale or for your own use, in quantities totalling, at any time, more than 50 gallons liquid volume or 25 pounds dry weight? YES NO This form must be returned to the Board of Health regardless of a yes or no answer. Use the enclosed envelope for your convenience. If you answered YES above, please indicate if the materials are stored at a site other than your f mailing address: ADDRESS: TELEPHONE: . LIST OF TOXIC AND HAZARDOUS MATERIALS The Board of Health has determined that the following products exhibit toxic or hazardous character- istics and must be registered regardless of volume. Please estimate the quantity beside the product that you store: Quanti /Case Quantity/Case Antifreeze (for gasoline or coolant systems) Drain cleaners Automatic transmission fluid Toilet cleaners Engine and radiator flushes Cesspool cleaners Hydraulic fluid (including brake fluid) Disinfectants Motor oils/waste oils Road Salt (Halite) Gasoline, Jet fuel Refrigerants Diesel fuel, kerosene, #2 heating oil Pesticides (insecticides, herbicides, Other petroleum products: grease, lubricants rodenticides) Degreasers for engines and metal Photochemicals (fixers and developers) Degreasers for driveways & garages Printing ink Battery acid (electrolyte) Wood preservatives (creosote) Rustproofers Swimming pool chlorine Car wash detergents Lye or caustic soda Car waxes and polishes Jewelry cleaners Asphalt & roofing tar Leather dyes Paints, varnishes, stains, dyes Fertilizers (if stored outdoors) Paint & lacquer thinners PCB's Paint-& varnish removers, deglossers Other chlorinated hydrocarbons, Paint brush cleaners (inc. carbon tetrachloride) Floor & furniture strippers Any other products with "Poison" labels Metal polishes (including chloroform, formaldehyde, Laundry soil & stain removers hydrochloric acid, other acids) (including bleach) Other products not listed which you feel may Spot removers & cleaning fluids be toxic or hazardous (please list): (dry cleaners) Other cleaning solvents Bug and tar removers Household cleansers, oven cleaners White Copy- Health Department/ Canary Copy-Business If`rt'T 1,1' .'Ri►r �^P ''{'Jar'h'.'.�i7+' }Y•'^i' .'Tv„�.+A��'vr''Mfg'+thl'v(iT.v?.Y•'fS.rVf'a`.rF4i�'1J•Y.ttsi•.x'-9.,rr,.^1f'4"T'"yTevl ""7�'f'`,..rr 7'"`k+'L'I`>�'r.•rr1p.F.,,, f,•� "` f`':=y+.-r9i .^;7- �I ' ,TOXIC AND�,HAZARDOPS MATERIALS REGISTRATION FORM. NAME OF BUSINESS:-r Q �✓ e Mail To: 15(51 3 Board of Health BUSINESS LOCATION: Town of Barnstable W-S MAILING ADDRESS: P.O. Box 534 TELEPHONE NUMBER Hyannis, MA 02601 'CONTACT PERSON: Aud !%CRY EMERGENCY CONTACT TELEPHONE NUM ER: 6) /lrISS WA I'j Does your firm store any of the toxic or hazardous materials listed below, either for sale or for your own use, in quantities totalling, at any time, more than 50 gallons liquid volume or 25 pounds dry Weight? YES NO This form must be returned to the Board of Health regardless of.a yes or no answer. Use the N enclosed envelope for your convenience. If you answered YES above, please indicate if the materials are stored at a site other than your mailing address: - ADDRESS: TELEPHONE: y` LIST OF TOXIC AND HAZARDOUS MATERIALS The Board of Health has determined that the following products exhibit toxic or hazardous character- istics and must be registered regardless of volume. Please estimate the quantity beside the.product that you store: Quanti /Case Quantity/Case /Antifreeze (for gasoline or coolant systems) Drain cleaners Automatic transmission fluid Toilet cleaners Engine and radiator flushes Cesspool cleaners Hydraulic fluid (including brake fluid) Disinfectants Motor oils/waste gils Road Salt (Halite) Gasoline, Jet fuel Refrigerants r Diesel fuel, kerosene, #2 heating oil Pesticides (insecticides, herbicides, } Other petroleum products: grease, lubricants rodenticides) Degreasers for engines and metal Photochemicals (fixers and developers) Degreasers for driveways & garages Printing ink Battery acid (electrolyte) Wood preservatives (creosote) Rustproofers Swimming pool chlorine Car wash detergents Lye or caustic soda Car waxes and polishes Jewelry cleaners., Asphalt & roofing tar Leather dyes Paints, varnishes, stains, dyes Fertilizers (if stored outdoors) Paint & lacquer thinners PCB's y Paint & varnish re overs, deglossers Other chlorinated hydrocarbons, F Paint brush cleane , (inc. carbon tetrachloride) Floor & furniture str:ppe �( Any other products with ,Poison" labels Metal„p_olishes (including chloroform, formaldehyde, Laundry soil & stain removers hyarochioric1ac'id,-tither acids) (including+bleach) Other products not listed which you feel may Spot removers & cleaning fluids be toxic or hazardous (please list): (dry cleaners) Other cleaning solvents 7 l Bug and tar removers u" SHousehold cleansers, oven cleaners , White Copy- Health Department/ Canary Copy-Business _r. /. _ ._; _. a. � _ _ •Mom- �: ,,..,.:. Date: TOXIC AND HAZARDOUS -MATERIALS REGISTRATION FORM NAMEOFBUSINESS: %�� BUSINESS LOCATION: /,S_c MAILINGADDRESS: Mail To: TELEPHONE NUMBER: S'o J- 6 79 - .ReQZ) Board of Health Town of Barnstable CONTACTPERSON: i'o",l P.O. Box 534 EMERGENCY CONTACT TELEPHONE NUMBER: S'02, _Syo -�a9� Hyannis, MA 02601 TYPEOFBUSINESS: se,le.'ce-SE,¢ .—efb — Does your firm store any of the toxic or hazardous materials listed below, either for sale or for you own use? YES !/' NO This form must be returned to the Board of Health Y a regardless of es or no answer. Use the enclosed g envelope for your convenience. If you answered YES above, please indicate if the materials are stored at a site other than your mailing address: ADDRESS: TELEPHONE: LIST OF TOXIC AND HAZARDOUS MATERIALS The Board of Health has determined that the following products exhibit toxic or hazardous character- istics and must be registered regardless of volume. Please estimate the quantity beside the product that you store. NOTE: LIST IN TOTAL LIQUID VOLUME OR POUNDS. Quantity Quantity coe - Antifreeze(for gasoline or coolant systems) Drain cleaners NEW USED Cesspool cleaners sc-- Automatic transmission fluid Disinfectants 1 j' rz:--Engine and radiator flushes %o s.-�Road Salt (Halite) 6o Hydraulic fluid (including brake fluid) Refrigerants o cum f Motor oils Pesticides NEW USED (insecticides, herbicides, rodenticides) ZOO Gasoline, Jet Fuel Photochemicals (Fixers) Diesel fuel, kerosene, #2 heating oil NEW USED �o Other petroleum products: grease, Photochemicals (Developer) lubricants, gear oil NEW USED Degreasers for engines and metal Printing ink ,Degreasers for driveways & garages Wood preservatives (creosote) Battery acid (electrolyte) Swimming pool chlorine Rustproofers Lye or caustic soda Car wash detergents Jewelry cleaners Car waxes and polishes Leather dyes Asphalt & roofing tar Fertilizers o? 0-4-/ Paints, varnishes, stains, dyes PCB's Lacquer thinners Other chlorinated hydrocarbons, NEW USED (inc. carbon tetrachloride) Paint & varnish removers, deglossers Any other products with "poison" labels Paint brush cleaners (including chloroform, formaldehyde, Floor & furniture strippers hydrochloric acid, other acids) Metal polishes Laundry soil & stain removers Other products not listed which you feel (including bleach) may be toxic or hazardous (please list): Spot removers & cleaning fluids �;��,�� �9f ��`.� /O Gt.r✓J (dry cleaners) 10 0--S, Other)cleaning solvents Bug and tar removers WHITE COPY-HEALTH DEPARTMENT/CANARY COPY-BUSINESS _ TOWN OF BARNSTABLE COMPLIANCE: CLASS: 1.Marine,Gas Stations,Repair BOARD OF HEALTH � satisfactory 2.Printers 0 3.Auto Body Shops - unsatisfactory- 4.Manufacturers COMPANY Air• (see"Orders") 5.Retail Stores _ 6.'Fuel Suppliers ADDRESS 6 Class: 7.Miscellaneous QUANTITIES AND STORAGE (IN= indoors;OUT=outdoors) MAJOR MATERIALS Case lots Drums Above Tanks Underground Tanks IN OUT IN OUT IN OUT #&gallons Age Test Fuels: icy o h o 7 P Gasoline,Jet Fuel (A) v6 60 7 Y Diesel, Kerosene, #2 (B) Heavy Oils: waste motor oil (C) 1019 new motor oil (C) transmission/hydraulic Synthetic Organics: degreasers K Y. Miscellaneous: 1 z S' DISPOSAURECLAMATION REMARKS: •Jw �a 1. Sanitary Sewage 2.Water Supply O Town Sewer Public O On-site OPrivate � +� 3. Indoor Floor Drains YES NO O Holding tank:MDC G � O Catch basin/Dry well O On-site system 4. Outdoor Surface drains:YES NO O ERS: 1 O Holding tank: MDC c'Z C 0 ,,Lr ei- ' O Catch basin/Dr well.. O On-site system 5.Waste Transporter Name of Hauler Destination Waste Product ( YES NO 2. oc Person s) Inte wed Inspector Date E �z2 TOWl-4 OF BARNS LE OMPLIANCE: CLASS: 1.Marine,Gas Stations,Repair satisfactory 2.Printers BOARD OF HEALTH 3.Auto Body Shops unsatisfactory- 4.Manufacturers COMPANY c�j.� - '?� •¢�'`' O (see"Orders") 5.Retail Stores 6.Fuel Suppliers ADDRESS f ey �k g; class: 7.Miscellaneous QUANTITIES AND STORAGE (IN=indoors;OUT=outdoors) MAJOR MATERIALS IN OUT IN OUT IN OUT #&gallons Age Test Fuels: X19, A Gasoline e Heavy Oils: waste motor oil (C) new motor oil(C) transmission/hydraulic Synthetic Organics: ma`s" Miscellaneous: Gary 0 IAr DISPOSAUR.ECLAMATION REMARKS: 1.Sanitary Sewage 2. W ter Supply O Town Sewer ublic A . -f XOn-site OPrivate 3. Indoor Floor Drains YES NO A�� O Holding tank:MDC O Catch basin/Dry well O On-site system 4. Outdoor Surface drains:YESZNO O ERS: O Holding tank:MDC �GJ 0 Catch basin/Dry well On-site system 5.Waste Transporter Name of Hauler Destination Product 1. cS'.fZ= _�.�J yj/ �r�"7'i/��'l�2&���`• t3f .� � YES NO 2. erson(s) Int rviewed spector Date I�l Ubtification for Storage Tanks Regulated Under S27 CMR 9. 00 Fo iir completed form, signed by local fire department, to: Mass. UST Program. - - • - Office of the State Fire Marshal, 1010 Commonwealth Ave., Boston, MA 02215 " (Fire Department retains one copy of FP-290) Date Received: !�'3 9� art ID# _ A. New Facifity(see instruccons,ri) — S.Amended C..Renewal Fire Dept. Sig. No. of tanks at facility No. of continuation sheets attached _ INSTRUCTIONS: Form FP-2901 f&dieatmn for ADovearouno aria Unoergrouna storage rwftl°s to b•eamef•t•a for Stars90 tanks regulated und :jrn:Iocatron contcontaining tumo•rgrotuma or bovgrotn0er527 CMA 9.00. II more Irian live tarots ownea at tnrs location.ohotoeaoy Ins btbr■emg pages aria status continuation arrests to da tans. the FP•290 must tie A.' Facility Number comoletea in duDlrtate. Allhougn me form may be pnotocoolea.ate facd"owner or owne/s mpr,estift must a1gf1 each firer••n■r.eefv:o will t- Signatures an not sufficient. Both txoh•a of the FP•290 are to be 1«wsirese to the local fire d■a■"retie,who will rfsedit all Infdflnilbort and eat trly the farm, The fire dalow"Wit trot MUM one B. Date Entered 29a7or its rernros.and the hdlity ow mg shag be nsoonalble far tomatang the etIM cots,►of the FP- Firs Nfenn•1 n the eddeess•ticks. The loaf fire dooaranera wet fsan time a„na Carom a 290O:�Aorraedi�stab C. Clerk's Initials r•gratianon a not conrofste Ixmtil fire fP•290 IS tact mmlep and Mockso by dte Off=a the Stab Fire MarsnaL As qun=n on the form are to be answena.Incomolw 10fe le eras be ratunao D.Comments "Now FecltiK means a tarot Or tanks located M a sue•wn•re taros nave not been oreu tow belied 'F•v ny street aadnY'must nduea bout a So ON nurno•r aria a street name. Poet limb•bon exhrfrbaa are not aonOtat11le aria wrd cause a regrstretgn to b•rsnxfwm f,gsogreal■c beamn of lactlitmr nII)not du•cbon from aosw arisk ocoon.•.g.. (faatAy at 199 North ation f IociW is ofovMM pl•as0 n0ieate Clatanb•ant (Int•rsecoont. wards at cammpi�-Aasgf �� • • . Eli NobHnbon q•ouired Fire Prevention Form FP•290 is to be muted as Noelkatuar.Aegisast om arms PonMfor Wstarmor esdatlwttarika 1.toogauonsorl•aseapatattrtwforslenmgnma aboveground and mrrklotgral"&U$Aeguu storage etrutla and tarot taalmea regulated urwa fS27 on dud a ornalnq�seo tin outs M�atoroormau++davev Code of�•��•� =.tut A Oars 9.00.No ngwtad tmpotg,or aboveground« r•glsi•ef0 underW CUR 9.00. Storage tarnthetktyttrtatlbeinsdfied maateaaao f•pfeemd supsnmodrfMd« �MowmfweldgwnglyfaltatonontyorsubmnfalYYmbntl•epft•laabetarDr renrovea wnhoure a perfna IFP•290)Issu•0 ties the(Mad of the local lire dsoamnam to a Hvll�y not to est aeo=&too for eacn tau for wfrdh epvan«. brut fir•Thisawrw«OMWWMM aaM tra SUM Fire Mamma a 9 n0°h trio fled a Ito Stars" _ a aronwbe (MCiL Chapor 148.necbon� QW 9.001 arty txmanga n die name,addreY. by Chadic f se.MU&11w W Lawn or er by W7 CMA�9.0m farStily•e b regumom i the rigstraabtt a any aeovegrpad•taraga bltltwlruyt awn r Und•rgtoutd Stars"Tanke ftle1111111n9 d Wdite a hwamM fir verseat tariff •duel to«Mao SI M 1tl=9afbne Earls awn«a an ca0aafy.chi M kaeeese9 for find kmsfaraaort ewshaa back fa at1M fir oolow gredm ano tamdergrand not hit pia ututo oOMabott an or after Jan.1.1991. UMMAN as$WIMP a MR=rM s Substanom.mammon Weeek«poessolm« shag.-a-Inery days after in tarot is first on auto operation.notih/aW oepefbneld at Corabllaabb Ligtada. Putric safety(Ihe deoaranerol at ff»G=Nm s at am tarot,tpe0yyin9,to at•esmMht Idmorwt the owner a time tafet.datEt a klsOawrL C7pabty,type., am uses a &CROKMILLAbotiegmutdtattfaantamean 10.000gall00111 laI Nigui dbrfMOC1 strdt tank.By no letar OM Jan.31.1991.each bw w of an tno•rgraumd storage nret 12:m(RegumMh.mrn for aim kaaaaaere a Tanks ComaaeMq fluids 09w Than ytra m Mat was n operation at any lime afar Jan.1.1974. regardless at wtauar«not suer t-MM Of 10.000 Galbna►are not regtaed to be r•glom a moor W CUR 9.00. tank was removed from ben•sm die surface of as ground at env time.strip notify the (a)a tans or fesidetaal tarn a 1.100 dettartiner of the ex swmee a suchh tarn, mop fuel for rtanimil-I Mpr °ns«Mao tar M J ussd foe stun the aroc data of irttaaaaon ro ate est•ra Min lie Ovnw a OUrOM s. or (b) a tank used t«sttirnq fmsaang Out ouarmW Of Is at it eel ll re0 n tMy-lype.and fooaon a ate Wilt.and ate type and =MWMM use an We praaaeae wrote attired ere not n4uaed to tie npoeftid utear 5 tarot«wr■dt wore atone n sum caret bm1Me CUR VIAL the tans Ceasso bang in operation d out tent was removed from berwat ea eu"" ofnutglow onorIotheardnmma such leafberaftoswromsuchnoaemchar &IIINWAnypersot tetoal Noyv+oiaipanynra«regtreaonnapebyessacraaF also speaty.to Me axtaro lefown die deie fate ant mties►Mrk►vee kexn bar11mett M A�tieOola I mttm�er as othefen■e txttrudad be plaeeltedIty a fine a not to surtax of the'"unia ww w ate tubthstrat a such noobm b nut oeoaranent The lkatdtme dbltafs imam more can dra tiholrearw floras.(MGL Chaotic 1ae.m= 00mwf of any taM oat has no owner«wow olNtw CNM Do Ostilmileiy 10L and SU CUR 9A01 asurta■Iad.t� om et d w to CMMMWR atlretaeMlceaaudlW+it speafykh9.todn w esM�IM eotn0isleAftorllOOM0ornashotd beg 9ftedbyUMVabnitam °r 9 p•mMnlhO a Qa fault AM dab a aft[19N bL71 Ure fCpywW a reaana ua lira capaaty.Type.and beacon a due tank and late de0 miltmi .Ono M aeommil a,and era n eype am aatiwy a drop natf fiend a eeparaea copy b trte ataefees lit ea top a errs Of1q<- sunsWmces stored n such lank.or wind wale stored n such fart belaH fife tank teasel b"n operation d fia UM TM mrse ed k«m bimasm ate Willem aisle WMII M Ne1fNy11.Owners of storage tarns all use«fat have bsM moon out a operser . ground bnor to the suwrfkau of such notice in the oapaturaft reel tarot was '��h►iretbt tilklytlaya. VW d0olut beneath as nominal a to 9rarfhd poor to the arrolrmataf atwt rtotmem to Owasso end Oeserawe of Re�tfaabd State"Tank 61 men ewe ao mesie realm am•d•oenrhare,stxtf nobca tthfr ales tipear b tta ON OM lrmem owner« CetYtgln�ttw ell lark debetimn.in n aamV Control and 11,to fie on"/egVnwMtt op■rat«.the oat•due tarn wY abmMdMad b ale 9raame and fie al JIM a Forum R.qulend aldrm9.Tank ayesnr art•emufsat.Them rae«da wtee tin real stanal:•the tans char time tarn t:•se10 bem4 n operemort ./�_ owrabia far khdpeatlOR. I. OWNERSHIP OF TANK(s) .9 'P/.p IIm LOCATION OF TANK(s) � Owner Name(Co*reffon-IMMIJuat.Pubic Agency,or other It known. Ile ti (s go m g opmr., caUon of tanks by dog mflttat L and 9�ti�scyoo�A� tat 42.3e.12 N Long.85.24.17W 3225 Gallows Road 0 lJongitude76.34l, 10 �oere■■ ZO F •am clew■a«■•aen Iw.rwmRmr■ F M■la••t latrealaRYetteMaer■ Fa;,faxViPtai& 22037 J = 1 0. ' sa..tAmtai...lra ■mtmwne- .mel.strMetp . Fai,•f.�x 1.1 AWN 16 M Pr 021fIlQ1-=4 1-800-327-8431 y3 J m4t,, .jr} Caw ' sum-. tecoo■ - o++Mm■r«.mM■rtwee.�...Gaa■h6/��L7�►1.. Omrrar•frnaer«Fedrar to• Cm•d1r c H11- i YPE OF OWNER IV. INDIAN LA4�I U # z 1 _ Federal Government }( Commercial = Tanks are located on Tana within an indil,• State Govemment I (sroraoe aria sate) i other trust tangs. .Private Local GovernmentI - Tanks are owned by native American nation, trib, t (storage and use) I ; V. TYPE OF FACILITY a 1 Select me Appropriate Faciiity Description: (check all that aoply) M Gas Station Manna TruckinaTran soon y ' =- - - Petroleum Distributor Railroad Utilities.; Airport Federai-Military Residential >> _ Aircraft Owner Industrial 'Farm ( Vehicie Dealership Contractor Other(explain) ^ VI. CONTACT PERSON IN CHARGE OF TANKS Name: roll•! Kaniewsxi Address: Phone Number(include ittrea code): .lob Tice: > virormntal '- 3225' Gallows Road Home: Cottn�l�..:.�� Analyst I Fairfax, VA 22037 9uslneas: 1-8u6-327=8431 VII. FtNANC1AL RESPONSIBILITY ,`I have met the financial responsibility requirements in accordance with 527 CMR 9.00. ------------- ------------ -r=----------- Check ail that apply: = Self Insurance Guarantee ` State Fund = Commercial Insurance ^ Surety Bond ( 7&iY.Trust Fund Risk Retention Group ( 0 Letter of Credit 1 C! Other Method Allowed•Sped Vill. ENVIRONMENTAL SITE INFORMATION This information should be available from local health agent, conservation commission,or planning department. 1.Tank site located in wellhead protection area Yes C No Zl unknown ' -. 2. Tank site located in surface drinking water supply protection area' C Yes-;fft UNa�own - 3. Tank site located within 100 feet of a wetland C YesNo Unknown. 4.Tank site located within 300 feet of a stream or water body "'p YesNo Unknown IX. DESCRIPTION OF STORAGE TANKS AND PIPING (COMPLrm FOR EACH TANK AT THIS LOCATION) Tank identification Number Tank No.--L Tank No. a- Tank No._,3 Tank No.__q Tank No._ 1. Tank status a.Tank mfes serial#(if known) b.Currently in Use c.Temporarily Out of Use 71 L_ d.Permanently out of Use Q Q Q C e.Aboveground storage tank(AST) or _AST ,t��ST AST ST J AST -�L� _AST U Asr- Underground storage tank(UST) tom' r'�' 2. Date of Installation (moJdaytyr.) t 9 a I 1 9 0 r 4 0 a 3. Estimated Total Capacity(gallons) t�0 lucc t 0 1 0 FP-290(rewsso 6M) y" t =�t ton Number(cont.) Tank No. Tank No.� Tank No._5 Tank No. - Tank No._ n ?' w Currently or Last Stored 0 a. Gasoline ] 7 Q g Motor vehicle or other use '%MV Z other it My other MV C3 other MV over =MV = a i b. Diesel Q MOtOr vehicle or other use 2 MV = other = MV - other =MV other =MV other =MV a�. — c.Kerosene Q d. Fuel Oil U e.Waste Oil f. Other, Please specify — 77 Hazardous Substance ff--'—�t --- ----- --- (other than 4a thru 4e above) u �� CERCLA name and/or CAS number ——————————————— ---- ------ ---- --- Mixture of Substances Please specify ,t 5. Material of Construction-Tank (mark all that apply) Asphalt coated or bare steel I Cathodicatly protected steel Epoxy coated steel Composite (steel with fiberglass) Fiberglass reinforced plastic(FRP) Concrete Other, Please specdy 6.Type of Construction-Tank (mark all that apply) Lilted interior Double walled J ® �� 777 ' r Single wafted Polyethylene tank jacket Excavation liner Unknown Other, please specify Has tank been rep aired? Yes No C Yes :3 No C Yes C No' .�Yes •No =Yes r=Ni Date _:_ anK IJo.s9t anM No. Tank r4o. 7. Matena€ of Construction - Piping i marn all that aopiy) i j Q. m c`� Bare steel i '-- av►c Q Off' �I I Galvanized steel I i �. I roe. j €=ibergiass reinforced plastic ! I I I C Flexible Copper i r7 I I I I ` (-I � •� / Cathodically protected 1 r"� (�71 Secondary containment I 7-1 -- Unknown Other. please specify B. Type of construction - Piping (mark all that apply) 1 Double walled Single walled I I x Suction: Check valve at tank only Suction: Check valve at dispenser only Pressure Gravity feed Other, please specify ��OA*Mh l Has piping been repaired? ❑Yes :2 No 0 Yes :3 No :2 Yes 2 No 0 Yes 0 No :Yes -No Date .._ .• .. _t•.• .�`x �, X. TANKSIPIPING OUT OF USE 1. Tank/Piping closed or removed (mark all,that apply) A. Estimated date last used,(moJday/yr.) B. Estimated date of removal (mo./day/yr.) C.Tank was removed from ground 0.Tank was not removed from ground Tank was filled with inert material Describe: E.Piping was removed from ground F. Piping was not removed from ground G.Other. please specify FP-290(reww&90) Pa 1 i Number(cont.) Tank No. 1 Tank No. � Tank NO.-..I Tank No. in accordance Tank No. Ll MR 9.00 =Yes = No ❑Yes No Bence of leak detected Yea No Yes =No Yes = No O Yes =No D Yes :7 No Yes No 1�Mass_ DEP notified _ -Yes =No =Yes = No _ Yes — No Yes No =Yes =No 1- Mass. DEP tracking -Yes =No =Yes =No number _ 2-Agency or com an — _ assessment p y performing 1. Installation X-. CERTIFICATION OF COMPLIANCE A. Installer certified by tank and piping manufacturers �------J B. Installer certified or licensed by the �--� implementing agency C:Installation inspected by a registered engineer � � �--�-•� 0,Installation inspected and approved by the implementing agency I E.Manufacturers Installation checklists have been completed F.Another method allowed bY 9.00. Please specify 52T CMR 2.Tank Leak Detection (mark all that apply) Tank PIft Tank Pk" T Tank Pigrig Tank Pipinc A. Double-wall tank-Interstitial monitoring 8-Approved in-tank monitor. g ❑ X C.Continuous vapor.monitoring in soil ❑ L..L ❑ D.Month v ❑ ❑ ❑fy aPormonitaring in soil ❑ ❑. ❑ E,Inventory record-keeping and tank testing ❑ ❑ ❑ ❑ n9 ❑ � ❑ F. Other method allowed — "—'— -- Please s 52T CMR 9.00.specify , 3.Piping Leak Detection (mark all that apply) A.Pres surized Interstitial space monitor ® �. Q Q C Automatic flow restrictor• ® © l.�t ❑ ❑ C Automatic shut-oft device* ❑ ❑ ❑ C Continuous alarm* . ❑ ❑ ❑ ❑ C Also requires annua tank tlgftese test ❑ ❑ ❑ ❑ or monthly vapor ntor*orng of soiL C TOWN OF BARNSTABLE— UNDERGROUND FUEL AND CHEMICAL STORAGE REGISTRATION MAP N0. P:ARCEL N0. � TAG NO.J i ADDRESS OF TANK: VILLAGE: 1/ `Y(-q MAILING ADDRESS ( IF QIFFERENT FROM' ABOVE ) : o ,t� Ae il J`� / ,,/ PHONE: /`�� / 1 OWNER NAME: V / � � !V � , ..��� � �Xz, INSTALLATION DATE: 19BY: INSTALLER ADDRESS: 'CERT ;NO. *TANK LOCATION: ABOVE BE�OW / < •aow:as TANK 1�OCAT I ON WITH RCaPQCT TO nu z"o I NO) CAPACITY/ TYPE OF TANK AGE YRS. FUEL/CHEMICAL(", .— a 1 4 012 TESTING CERTIFICATION [ ] .PASS C 7 FAIL DATE LEAK DETECTION [ J CHECK IF N/A TYPE/BRAND ZONE OF CONTRIBUTION [ ] YES [ ] NO DATE TO BE REMOVED ° FIRE DEPT. PERMIT ISSUED C J YES C ] NO DATE CONSERVATION [ ] CHECK IF N/A - DATE BOARD OF HEALTH TAG NO. [ ] DATE t / / PLEASE PROVIDE A SKETCH SHOWING THE TANK LOCATION ON THE BACK OF THIS CARD .7 j -L- r1�v3..mac•''-F -7;.,r=<8*n.:.tiaW'.",_'i.,.r�rK*'.al...�„a�'1 .M'",=.d`X,�„sr�wa:�.��si""'„"rro�s�.:F.:-.r-+i"'��`"..�"'1.�3i:'�7ri 'x'>r+M*!'8t. 'p,^�vj"14��+h--f; +�-.;., .. TOWN OF BARNSTABLE - UNDERGKUUND FUEL AND CHEMICAL STORAGE REGISTRATION MAP NO. � Jw PARCEL NO. TAG NO. ADDRESS OF TANK:__ 66 �yAff o ;= J /.. gtgAk- VILLAGE: # rI MAILING ADDRESS ( IF PSI F-FEREENT FROM ABOVE) : 71 3 OWNER NAME: �/ �✓ I. � lfy�V � PHONE: rU INSTALLATION DATE: / BY: INSTALLER. ADDRESS: -CERT.NO. ...*=TANK LQC-ATION: ABOVE BELOW L.00 WX CAPACITY t TYPE OF TANKcRv! as ANK AGEAT I ON YR, .� FUEL/CHEMICAL �V�,J � 4 t TESTING CERTIFICATION [ ] PASS [ ] FAIL DATE f LEAK DETECTION [ ]- CHECK IF N/A TYPE/BRAND .ZONE OF CONTRIBUTION [ YES [ ] NO DATE TO BE REMOVED FIRE DEPT. PERMIT ISSUED [ ] YES [, j NO DATE CONSERVATION [ ] CHECK IF N/A 'DATE / BOARD OF HEALTH TAG NO. [ ] DATE PLEASE PROVIDE A' SKETCH SHOWING THE TANK LOCATION ON THE BACK OF THIS CARD �� c.z:'-,-t^F-.....-.. -e„kit'...:-^.x�... i�i2FJ,4-"«-,+yy..w.`+�c..:'<.. ,,.-,.* ,..,.....- ,_.:: ..,- rn,.�. .y.,X-w. _.:...��,,....rD-• 5.:_ -- _ �+.�� `ia ��,,5TOWN OF BARNSTABLE - UNDERGRUUND FUEL AND CHEMICAL STORAGE REGISTRATLON MAP NO. PARCEL NO. TAG -NO. ADDRESS OF TANK: 1'5 J&10 i/ l3 A � 1J VILLAGE: U E/ fvumb�r Ytr��! MAILING ADDRESS ( IF DIFFERENT FROM ABOVE ) : OWNER NAME: ,9/L, 0O0 PHONE: (/ INSTALLATION DATE: lqo BY: INSTALLER ADDRESS: -CERT .NO. *TANK LOCATION: ABOVE �ELOW D.C!•O' Z D G TANK L O C A T Z ON WITH A Q O P Q C T T O >U I L D 2 N O) - - CAPACITY-� - TYPE OF TANK AGE YRS. FUEL/CHEMICA TESTING CERTIFICATION [ J PASS [ J FAIL DATE LEAK DETECTION [ J CHECK IF N/A TYPE/BRAND ZONE OF CONTRIBUTION [/YES [ J NO DATE TO BE REMOVED FIRE DEPT. PERMIT ISSUED [ ] YES [ J NO DATE CONSERVATION [ J CHECK IF N/A DATE BOARD OF HEALTH TAG NO. [ J DATE l i PLEASE PROVIDE A SKETCH SHOWING THE TANK LOCATION ON THE BACK OF THIS CARD r a �._ _. - `�<"7`•t* r iif.fA� r"",'n'"`r'�'*�'•f'*r.°:Jea'°�,,r'a4idi',rr'+,:^rt••:>*r,.-'7wr-vw'-r .f.+�sac.,'.c'wax ... _ M. .._ �,.. 4 k �; L TOWN OF BARNSTABLE - UNDERGRUUND FUE AND CHEMICAL STORAGE REGISTRATION MAP NO. PARCEL NO. 15 TAG NO. - ADDRESS OF TANK: _ .Lft/ �l Td P-ofa VILLAGE: ov ftiumb�r •lr��'! ✓ MAILING ADDRESS ( IF DI (gklm FEERENTFROOMABOVE ) : f OWNER NAME: 10 r pe0y) PHONE: 7 7 INSTALLATION DATE: IMC./ BY: ,INSTALLER, ADDRESS: -CERT.NO. *TANK LOCATION: ABOVE BELOW C�'C F9 C TANK LOCATION W I TN RGGPQCT TO �U Z D I ,0)��� CAPACITY 16K TYPE OF TANK tij''AGE YRS. FUEL/CHEMICAL ( rill TESTING CERTIFICATION [ `] PAS,S [ ] FAIL DATE LEAK DETECTION C ] CHECKr' IF N/A TYPE/BRAND ZONE OF CONTRIBUTION C YES [ ] NO DATE TO BE REMOVED x¢ FIRE DEPT. PERMIT ISSUED [ ] YES [ ] NO DATE CONSERVATION [ ] CHECK IF N/A DATE BOARD OF HEALTH TAG NO. C ] DATE ' * PLEASE PROVIDE A SKETCH SHOWING THE TANK LOCATION ON THE BACK OF THIS CARD },,.{1•y."arySS`�lr,Y:�w�'d"'•Y'^,F:....�.h`io'.._rFdF'-+G�...5�.:.'7i +et'4's� ''"f„Sri';y "�'"�'��"'^.ert`gY;.rorYr..,»r.rew;'c.:+c�:r3F.w.. --"PS�_ wtir':",aT'",oi'e..r�r+�"''`..nryv.�t^'��;:,��1-,j� J TOWN OF BARNSTABLE - UNDERGRUUND FUEL AND CHEMICAL STORAGE REGISTRATION MAP NO. PARCEL NO. ISI TAG NO. v ADDRESS OF TANK: 15� 1yo & VILLAGE: Am - - Number •tr��! - � MAILING ADDRESS ( IF DIFFERENT FROM ABO�VE ) OWNER NAME: Mae I A-.,'p1`V r Y PHONE: INSTALLATION DATE:. ® BY: INSTALLER ADDRESS: 'CERT .NO. *TANK LOCATION: ABOVE ELOW " (bcscmZaG TANK LOCATION WZr AQOPKCT TO AWSLDSNO) CAPACITY [J TYPE OF TANK , r AGE YRS. FUEL/CHEMICAL •� g ' AL TESTING CERTIFICATION [ ] PASS [ ] FAIL DATE LEAK DETECTION C ]- CHECK IF N/A TYPE/BRAND ZONE OF CONTRIBUTION [� YES [ ] NO DATE TO BE REMOVED FIRE DEPT. PERMIT ISSUED [ ] YES [ ] NO DATE CONSERVATION [ ] CHECK IF N/A DATE BOARD OF HEALTH TAG NO. C , ] DATE PLEASE PROVIDE A SKETCH SHOWING THE TANK LOCATION ON THE BACK OF THIS CARD TOWN OF BARNSTABLE - UNDERGRUUND FUEL AND CHEMICAL STORAGE REGISTRATION r MAP NO. PARCEL NO. TAG NO.- \/ ADDRESS OF TANK: 15k h&O- VILLAGE: Nunn lz Ytreet ° MAILING ADDRESS ( IF DIFFEJRENT FROM ®ABOVE ) : OWNER NAME: kJ / / PHONE: _ ) n INSTALLATION DATE: �,/ BY: INSTALLER ADDRESS: -CERT.NO. *TANK LOCATION: ABOVE <. ELOW n (04macp a G TEA NI< ILOCAT Z ON W I TH 1t¢CPaCT TO A 2 CAPACITY-,j V TYPE OF TANK AGE YRS. FUEL/CHEMICAL � �AL TESTING CERTIFICATION [ ] PASS [ ] FAIL DATE LEAK DETECTION [ ) CHECK IF N/A TYPE/BRAND ZONE OF CONTRIBUTION [V YES [ ] NO DATE TO BE REMOVED t FIRE DEPT. PERMIT ISSUED [ ] YES [ ] NO DATE CONSERVATION [ ] CHECK IF N/A DATE ] BOARD OF HEALTH TAG NO. 11 / �a 7 ] DATE / �/ pill) # PLEASE PROVIDE A SKETCH SHOWING THE., TANK LOCATION ON THE BACK OF THIS CARD �nx+M+4.a;.; .�,�..�,w;--^�T•,-yr•+-: ::,:',�+,h..P ,,,_�•�fi;l•�-... .. ..,�`�:��. :'wd3F'4. .+.-_ . ;'�i,'.. n.=.:.a�,i:�°i:�slr',�=.:" ;.r-^'R: TOWN OF BARNSTABLEL= UNDERGROUND FUEL AND CHEMICAL STORAGE REGISTRATION MAP NO. PARCEL NO. TAG NOVh ADDRESS OF TANK: YUM 4EU6 VILLAGE: lvumb�r •!ram•-! - - MAILING ADDRESS. ( IF DIFFERENT FROM rMk AOWNER NAME: i�-imv) PHONE: 2 INSTALLATION DATE: BY: INSTALLER ADDRESS: CERT.NO. *TANK LOCATION: ABOVE BELOW ' D C O G T A N K L O C A T I O N W I T H RQ O P N C T T O A U I L D I N 0) O CAPACITY TYPE OF TANK AGE YRS. FUEL/CHEMICAL / (/Vf TESTING CERTIFICATION C ] PASS [ ] FAIL DATE LEAK DETECTION C ] CHECK IF N/A TYPE/BRAND ZONE OF CONTRIBUTION V] YES [ ] NO DATE TO BE REMOVED FIRE DEPT. PERMIT ISSUED C ] YES C ] NO DATE CONSERVATION [ ] CHECK IF N/A DATE BOARD OF HEALTH TAG N0. C co� ] DATE PLEASE PROVIDE A SKETCH SHOWING THE TANK LOCATION ON THE BACK OF THIS CARD TOWN OF BARNSTABLE - UNDERGRUUND FUEL AND CHEMICAL STORAGE REGISTRATION MAP 0. PARCEL NO. 151 \� �j j�'P4 �} TAG NO.,,,, vh ADDRESS OF TANK: �✓ ffo (] (f V I LLAGE: NNX N u m b e r •t r��.! MAILING ADDRESS ( IF/�DJII F .FFRENT F OM PB/yO�VE ) : � ,OWNER NAMEt 0 1V '\ PHONE: IT Ep�L INSTALLATION DATE: BY: INSTALLER ADDRESS: -CERT.NO. LL*TANK LOCATIO : BELOW 1 DCWOii• Sim TANK LOCATION WIT" AQOPQCT TO aU I l-D I NO CAPACITY TYPE OF TANK AGE YRS. FUEL/CHEMICAL jA TESTING CERTIFICATION C ] PASS [ ] FAIL DATE LEAK DETECTION [ ] CHECK IF N/A TYPE/BRAND ZONE OF CONTRIBUTION [V YES [ ] NO DATE TO BE REMOVED FIRE DEPT. PERMIT ISSUED [ ] YES C ] NO' DATE CONSERVATION [ ] CHECK IF N/A DATE BOARD OF HEALTH TAG NO. [ / ] DATE * ,PLEASE PROVIDE A SKETCH SHOWING THE TANK LOCATION ON THE BACK OF THIS CARD t_�C_AT_1.ON 5EWACtE PERMIT UO.' -_l..-E R-S KI ,Ml_ A.vl T1 If " U S " 111 STETSON ST MA 2655 IN 204b/27V a" �as 328 .3& REITZAS, GARYv& RICHARD REITZAS, PETER 3 JAMES HYANNIS; MA 2601 MY 13521150 �9 328 137, KUDARAUSKAS, PAUL R 201 YARMOUTH RO FALL RIVER MA 2700 MY 1352115 F lira �328' 1`38 KADARAUSKAS, PAUL R 201 YARMOUTH RD HYANNIS + i50 328 139 ROBICHAUD, GERHARD MA 2601 MY 2847/40 48 ! ' is' 328 140 BARNSTABLE WATER CO 58 CARVER RD HYANNIS' MA 2601 MY 2847/40 a9 -•, if2 328.. 1.41 BARNSTABLE WATER CO BOX 326 W YARMOUTH MA 2673 MY 1457/709 1:,3 328 142 . BOX 326 Asa 328 143 BARNSTABLE WATER CO HYANNIS! MA 2675 HY S:i P 0 BOX 326 HYANNIS MA 2601 MY ''I i KORPELA, WILLIAM A & KORPELA, OOINI TAIMI ESTER HYANNIS`, MA 2601 H7 . 633/304 70 53 -►k I56 328 144 FLAHERTY, PATRICIA J W HARTF�ORD CT 6107 MY 633/3 4 ,ss 328 145 KORPELA, WILLIAM A $ XVOGT, •ALAN & KATRI HYANNIS KOR. ELA, TOINI TAIMI ESTER MA 2601 MY 49$9/D44 3A 'G 57 328'"14br" YOUNG,.,•. RAYMOND H C/O R H YOUNG If C7 6107 MY 3088/170 s! iss W HARTFtORO 59 BOSTON MA 2103 MY 3104/18 60 UNNUMB 56 57 oil611 ! l :1 62 {ram •yam __ LLI ' MAP i PARCEL OWNER s _ . ---- --- — —OW STREET_ CO—OWNER OR STR CITY 1 328__148 ----------------------------- ST ! 7 328. 147 KpRprL ZIP FD DEED REF DEVL LOT�1 A. WILLIAM A & KORPELA, TO.INI TAIMI _E --- ____- -- t s 1328 149� BABCOCK, MILTON ANN BABCOCK W HAR7FORD CT 6107 MY 3088/170 sl i MACDONALD, DOUGLAS E TRS D AN.D S MACDONALD FAMILY TR HYANNIS MA 2675 MY 2678/81 9 328>:151 : RUMPL:ER' ALEXANDER &CELIA F 133. ;HARTSHO:RNE:.. RD MARSTONS AI ILLS MA - 2648 MY 6527/149 11 t0 328 152 IVES, DAVID U' PRQYIDENCE ! " 328 152 ODA IVES, DAVID U 329 W MAIN ST UNIT 2.3 HYANNIS RI: ` `.2900 . HY 849/541 12 328 152 008 IVES, DAVID U XEDWARD D WARDYGA, TREAS PAWTUCKET MA 2601 MY 3336/102 10 `3 328 .�152 `:O0C INES., : DAVID U XEDWARD D WARDYGA, TREAS PAWTUCKET RI 2861 MY UT 1 %EDWA.RD. D:. .WARD.YGA, TREAS RI 2861 MY UNIT 2 ' 14 328 152 DDD IVES, DAVID U . - - PAW.TU.CKET .RI.: 2861 -MY is 328 152 DOE IVES, DAVID U XEDWARD D WARDYGA, TREAS PAWTUCKET RI 28b1 MY UNIT 3 ,31 's 328 152 O 0 F IVES, DAVID U XEDWARD D WARDYGA, TREAS PAWTUCKET UNIT 4 '' 328": 152 ';OOG..IVES ;:DAVID U %EDWARD D WARDYGA, TREAS PAWTUCKET RI 2861 MY UNIIT 5 328 152 DOH IV_S, DAVID U -DNARD :,D. WARDYGA, TREAS PAWTUCKET RI 2861 NY UNIT 6 t 19 328 152 DOI IVES, DAVID U XEDWARD D WARDYGA, TREAS PAWTULKf.T RI 2861 H.Y UNIT 7 ; 20 328 ,152 00J IVES DAVID U %EDWARD . D WARDYGA, TREAS PAWTUCKET RI 28b1 HY UNIT 8 21 :; 328 152. QAK:, I , DAVID ;U XEDWARD D WARDYGA, TREAS RI 2861 MY UNIT 9 XE.D"WARD :D WARDYGA TREAS PAWTUCKET 22 328 152 OOL IVESr DAVID U RI 2$61 MY PAW>•1f.CKE,T RI . r2861 .:HY: UNIT 1 C 2c! XEDWARD D WARDYGA, TREAS 23 328 152 00M IVES, DAVID U PAWTUCKET RI 28b1 HY U.NIT 11 21� - '4r_328 15.2 OON IVES.. DAVID. 0 XEDWARD O WARDYGA, TREAS - XEDWARD D WARDYGA PAWTUCKET TREAS R3 2G81 MY UNIT 53 23 ,._-,ss .<WHA:RTQNr:' MARGO PAWTU.CKf T 's 75`':IYA'N.O.UGy `::RD RI 28b1 HY 328 154 ODA PEMBERTON, N BRIGHAM ET AL UT 54 2sl 'j 328 154 OD8 W�RUARUET COMPANY 105 REALTY- TRUST HYAN.NI:S MA 260,1. HY C'lOfl_109 10 LC11b85-C �;I 's 328 554T. DDC _?EMBE FREEMAN P. L & SHUMAN, S M HYANNIS ENNSEI BEACH RTO,N, N BRIGHAM ET AL 101 REALOY . TRUST FL 33457 MY 498.31205 Y NN S MA 2601 NY 5145 /297 '`6 9 `432$ I51..,OOt?mP.E:FJg' RT :N, N: BRIGHAM'ET 'AL JENSEN.. BEACH FL 33457 HY 51411297 z� : ;0 101 ..R EA Y`=,T.RU S T 27 328 555 UPTON, GEORGE L 72 MAYFLOWER TERRACE JEHSEN ";BEACH FL 334.57 MY 4983/205 C328.-_156-001 TRACY, JAY TRS S YARMOUTH zy! F f � 328 556 002�tTRACY, CONS7ANCE WE'RE HERE :REALTY TRUST CENTERVILLf MA 2664 MY 5859/294 30I 328 83 HLANTYRE AVE CENTERVILLE MA 2632 MY 56b1/152 157,.v< DROUI'N, ,PAUL._ F TRS MA 2632 MY 5661/149 31� ' 328-158- HOULE., ALFRED .. PALM,-:REALTY> TRUST HYANNIS MA::, 2675 `HY 'S506I121 32i ` " 328 159 FINKEL, MICHAEL 128 CAMP ST HYANNIS 126 CAMP ST MA 2601 MY 2811/272 8 ! �- �k" 328 160 CICCARELLI, EUGENE C HYANNIS MA 2b01 HY 4033/101 A 34j 328 :162 58 HYANNIS RD 3,1 p-> 328 163 COOK�,.JO`SIAH H PHEOBE% E 1tiESTON OSTERVILLE MA 2655 MY C53918 MILLER, CLARA 1D8-38 38TH AVE HYANNIS MA 260.1 MY '1795/246 � 328 164 MERLESENA ENTERPRISES, CORONA.; 328 165 CULLER, ANTOINETTE W INC 7. MERLESENA' JOHN37 HYANNIS NY 51368 MY 5437/081 3A Oi 328; 166 y sJQ.HpIS:ON, IILLIAM F 85 CEDAR ST HYANNIS MA 2675 MY 4409/018 39 328 167 MA 2601 HY 3108/13 CULLER, J'. .MCC`A.RTHY : &':' J 'CASEY HYANNI'S MA 2601 MY 3382/196 401 a... � � 328 168 ANTO.INETTE W 85 CEDAR ST HYANNIS JOHNSON, WILLIAM F MA 2675 MY 3108/11 a'` 328 169 KARATHANASIS, JAMES A ANNE T JOHNSON YARMOUTHPT MA 2675 MY 1520/152 1`' 3 328 .170 .. M'ARC.HANT DENNIS :. 131 CEDAR ST HYANNIS MA 2601 HY 1520/152 `3i + 328 1 71 VI CKI :R''MARC RA NT �:. 328 172 BEARSE, R08ERT P JANETTE E BE ARSE HYANNLS q MA 260.1 MY 2375/24 b 328 173 LAMPERT, GEORGE T & HYANNIS MA 2675 MY 664I535 ARSE GRADE. RICHARD F LEWIS, R08ERT & ALICE HYANNIS;: -, 328 174 MADLYN J GRADE HYANNIci MA 2601 MY 5614/215 328 175 SWEETMAty ;:-BARBARA J MA 2601 MY 998/26 ' gf SEARS CEDRIC T JAY M ° DONADIO C/0 DONADIO HYANNIS MA 2675 MY 2446/144 4 328 176 FORASTE, ANNETTE, L RUBY R SEARS HYANNIS' , MA 2601 MY 524/251 328 177 KFNNEY, JOHN W TRS 141 SCUDDER BAY CIRCLE CENTERVI�LLE MA 2632 MY 4765/281 1 2 8 8 9 "! 328 178 SOME REALTY TRUST III HYANNIS SELBY` ;.GERALD L & SUSAN MA 2601 MY 5152/222 UNNUMB »f 20 LONGFELLOW DRIVE YARMOUTHPORT MA 2675 NY 6561 /313 328 180 SELBY, GERALD L & SUSAN 20 LONGFELLOW DRIVE i2q 131 SEL8Y, GERALD L & SUSAN 20 LONGF= YARMOUTH; ORT MA 2675 HY 6561 /313 3es 182 TERRY, EDWARp LLOW DRIVE YAf2M0UTHE'ORT MA 2675 NY /313 COOK,.='JOS 6561 IAH H ELLEN F TERRY HYANNIS22 ' MA 2675 MY 656 /3 339-e SEA ST HYANNIS, ( MA 2675 MY f asi L� .I �;�, L L70/fE07 V8 L09Z tlW 4& S1NNVAH 9LLL X08 0 d JNI NbVd 3JN3aN3d3GNI. LGG fL0 £££ V8 L09Z VW ,%l SI:NNVAH 9ZE. X08 03 L31VM 3�8alSN2ia8 Z LO £f£ 75 G�ZZ /b67'i V8 tC9C VW ``, S.iNN I H 9LLL KOO Od 3NI XNVd 3JN3aN3d3GNI 0 L 0 £££: L 8SZ/7195 V8 t072 aid :,;N0.0130b6 1S ANV81V Lfi 3 30n81.b39 n NFior 'hI3 . LGu Eff 9 8SZ/7L9S V8 LOhZ VW :-'NODQ082 1S ANVBIV L'l 3 3anbib39 2 A NHOr 'N133 900 f00 fEE S 8SZ/7L95 V8 L07Z VW N0 _XJ0218 1S ANVBIV Lfi 3 3anbIS39 �t A NHOr 'K,133 SGG 4'G0 £££ fi 8SZ/7L9S V8 LOtZ VW NO!IXJOV6 1S ANvely L'I 3 3andI839 'R A NHOr 'NI33 100 100 £££: E 8SZ/lL9S V6 L 0 V Z VW o N0IN3Ob8 1S ANVGIV Lfi 3 3anbi639 t A NHOr 'NI33 fG0 fOO ff£. A, Z 8SZ/7L95 V8 L07Z VW NO'LX30238 1S ANV81V Ll 3 3an2i1L39 2 A NHOr 'NI33 Z00 £00 iS F n L -8S2/fit9S V8 LOl2 VW NO,IX3089 IS ANVB'iV Ll 3 36681839 B A NHOr 'NI33 lO0 Hof.Ef aL LLZ/LtZZ V8 L092 VW SINNVAH 9LZL X08 3NI XL+Vd 33N30N3d3CNI SLO 2E£ L LLZ/LLZZ V6 L09Z VW SINNVAH XOG' )Nl )IbVd 33N3GN3d3ONI 7 L0 Zff S Z$Z/6$Z9 V8 S59Z VW QNNWIM 3AV M3IAV3S l 13Na06 'NOS803 E:LO: ZEE s,• fi V8 L09Z Vw SINNVAH 9LZ.l X08 0 d 3NI X2ltld 3JN3aN3d?aNI Z L 0 Z££ £ tl8 t092 VW -'�- SINNVAH 9ZLL XOO 0 d 3N%I )(SVd 33N3GN3d3GNI tL0 ZEE LL V8 L09Z Vw SlNNVAH 133blS NIVW L9E 30 NMO1 31oal.SN2ia8 OtQ Zf£ 4: t lg'f'Z tl8 L09Z Vw SINNVAH 1S NIVW L9£ A .z!o"inV. 9NISnOH 3�8V1SN2#V8 60Q Z£S - V8 L09Z VW r``•,SINNVAH 133?JiS NIVW L9E SC 30 NMOi 318VIM!V6 O Zf£ fal JJad Lhfl/iE07 AN L09Z VW SINNVAH 9LLL X08 0 d 3NI X8Vd 33N3GN3d3GNI LOO LE4 tl8 L09Z tlw t `SINNVAH 9Zf X06 03 831VM 318ViSNbve SG0 L££ �- - 67t/lLf. AH L09Z VW i:SINNVAH 9ZE XOE 03 a31VM 316ViSN8V'E 00" hOO LEE 6lt/l!E V8 L09Z VW �`•SINNVAH 9ZE XOG 03 tl31VM 3lEViSNbV8 006 700 LEf ° 67!/7LE AN L092 VW t'SINNVAH 9ZE XQ8 03 2t31.VM 3�8.tliStZafi DOH £0Q L££ 67L/7EE V8 L09Z VW SINNVAH 9ZE XOO 03 831VM 318V1SNbV8 008 F00 LEE rz: 66/LL8 V8 Z7L2 VW 39a:I2l8WV3 OSL6 X08 0 d 1S':NIVW . t 3I81:3.:313 H1lV3MNOWk+.03 ZOO. ,L£f 66/LL8 AN Z7t2 VW 390'182WVJ OSL6 XOO 0 d 1S NIVW L 31813313 Hi.-Ia3MNOWW03 LQQ L£.£. s t3aVd. 7CZ/558Z AH l09Z VW SINNVAH 9ZE X08 03 M31VM 318a1SN2la8 600 Q£E •t r S 8 £ Lh0/EEOh AN L09Z aW SINNVAH 9LLL X08 0 d 3NI NbVd 33N3aN3d3GNI f.00 800 Qf£ Ez 9 $ Z !ho/EEOI AN L09Z VW SINNVAH 9LLL ' X08 .0 ' d 3NI: °?l2itld 33N3aN3c13:GNI -Z00 80.0.. :Of E 7 E70/EE07 AH E09Z VW SINNVAH 9LLL XOO 0 d 3NI .X�'ad 33N3aN3d3aNI LOG 200 OEf sc. h , z L SSE/SSS AH Z7LZ tlw 39.dI2i6Wtl3 OSL6 X08 0 d IS NIVW L JI211J3.13. Ht�V3MNOwfOJ OQ Qf£ AN L09Z Vw SINNVAH N63H3V33VW N311V 0/0 3NI 'dn02fJ H39NVH SINNtlA4 ELO 6ZE s� '�- H Vw SINNYJIH 12fOd2tI.V` 1d3INn f ;3Z8111`SNZWO JNI 3QSStl 1N3W3JVNtlW .0':233V ZLO '6'Z£ . sr ;_� A L04Z r * ' lz V3Vd Z6.!/770E AH t09Z tlW ;.SINNVAH S3Md NVW809 SVWOHI 0/J 3NI NOIlVIAV SINNVAH LLO 6ZE rz; Ems; , ~= t `�r�a• ':rz AN L09Z tlW SINNVAH 1S .NIVW L9E 30 NM01 '3Z8V1SN2iV8 OL0 bZE e�` �zz AH E09Z Vw SINNVAH IS NIVW L9f 30 NM01 '�Z8V1SN2SV8 600 62E zc' 4 ..�. z 7£EIE.LZ£ AN L092 VW JI.NNVAH 1S "NI�'W °L'9E 30 PI.M013-16vISWaV8 800 67E :c hbfl/L95E AH L09Z VW SINNVAH 1S NlVW L9E 30 FlMl01 '3'�fV1SN2iV5 Z.dO 6Z£ c . L 8 9 l00/ L77E AN L09Z tlw SINNVAH is NIVW L9E 30 NMO1 '318alSNLtlt 900 bZE fi 9EE/9ESE AN L092 VW SINNVAH 1S NIVW L9E 30 NMO1 '3�6V1SN�aB SQO 6ZE E-Z-t 9EE/IVO£ AN OL09Z tlW SINNVAH 133.2k1S :1�Itfw Z9E 30 NMOl 318VLSN2fV8 h00 6ZE 3l£iViSNaaB £QO 62E i.d i d lVdi3INnw 68Z8L3 AN ZE9Z VW 3111A83.1N33 ab SbONN03 9 H12fOMA3H 'SnX3aE LGO 6ZE -: tl lid ZZ0/9E9h AH 9LLz tlw N01S08 SbI S VaNII 'NV9hOW Sb1 l NHOr 'Ntl9bOw 07Z 8Z£. . VL fl7E69L3 AN 09ZL tlw X3I1VN IS. ONOd LZ 03; A�d.dnS $ INIVd 'NMot 6U 92E - EtE/S2SZ AH 7992 VW H1nOW8vk OS HI.Vd S31IHM L9Z 3NI 9NISSQ�J SVW1SIb�HJ [8�Z '8ZE F Z 133HVd toz/fool AN L092 Vw SINNVAH ad H9nONVAI LOZ d NA106VJ 2 d XJVr 'ii=i LEZ -8Z£ o: LL LtU L LS9 AN L09Z VW SINNVAH 1S 9NI2ldS 3SIn01 '33L3Id 9£Z 82f e , LE-.02-6Z S6Z/SZZV AN L092 VW SINNVAH 1nN0Q23w` 0/3 S2t1 3 'NVAIlIn$ `d '`02f.tlllIM SiZ 8Z£ e 8 90Z/92SL AN L09Z VW SINNVAH 3NOI9N.VM3 9 siboa N SInOI '3NOI9NVb3.. , hiZ 8Z£. c V lSL/8ZSL AH 6SS? VW 13SSVJOd M A38JI 039 'N3S8303d% r WaIIiI.M 'M311O3 ££Z 821 ZL8/9ZSL AN 8992 tlw 31OVISNHVG M NVWHJIVW 3NNVZnS W NOS13N 'NVWHJ1Vbv ZfZ 82� ' r ------t#tO'i lA3a 338 a330 0-4 dIZ-- 1S — — ----- — AlIJ -- 13381S 2i0 83NH0-03 -------------- L+3NM0 133aVd JVw r .lil' l3XNI3 N 3NIViftfOl 2 WVIIIIM 'l3XNI3 tEZ 8Zf 31lIAa31N33 ,Vw3xdA2i 2 8M'NOSM3H1VWSl ? M32}aNVJw OfZ 8Z£ 4_ 's= Z7/9LLZ AH Zf9Z VW QbO33V AN 8tOZ VW Sill r i H lnad 'SVXSna2laanx 6ZZ 8Z£ s tic 8 ESL/005s AN 2LOZ. VW SIlIW S',NOtS2fVW NO X33N 338-L LVa3J L9 S81 d A3NlIHM 'I"I" 8ZZ 8Zf f8L/Z94 SINNVAH iSnSi. AllV38 133blS a3X30233 r . vib ig 'S31a921039 LZZ 8Z£ Ss SEZ/LUt AH L09Z VW 1S 9NISdS OL Siil 3 NVAIIInS $ d 'QBVllIM 9ZZ 8ZE i SINNVAH 8 iSnsi 6LL/Z509 AH L04Z VW SINNaAH AOAV3W W a0NV313 3 Hd3SOr 'AOAtl3W SZZ 8Z.£ : 5Z 8 8Z 98Z/ S2Z7 AH L092 VW SINNVAH 3 Hd3SOr 'AOAV3W 7ZZ 8Z£ c 6 66/S6SZ A L09Z VW SINNVAH AOAVJW W 8ONV313 'SIXal3dO3 £ZZ 8Z£ 66/SbSZ AN 409Z VW 3AV COOM39018 8S 33Na1SN03 'OINO1NO3 ZZZ 82£ Y SINNVAH IS NIVW 6L N NHOr + LZ £S/1992 �H 609Z Vw 180dSINN3a r SINN3a '3nHaN0G OZZ 8ZE y r OZ LJZ/O76S SINNVAH t33SS3W VNIGIV $ r 08VH3IH b 3NVIa 'NOS819 Lit/9ZLf AN L092 VW aInDVWWn3 lfL XOE 0d M XNVbJ 'NOS8I9 6LZ 8ZE 12. 8L ZZ/ ESZ.f AN L19Z Vw aInOVWWn3 LEL X08 Od N 3NVIa 'NOSGl9 8LZ 8Z£ ..� c�c AH L£9Z VW if L X08 Od . LLZ 82£ nYn-WUUn1 __ .._ .., �„ .,� 3 132fa9baW NOSNOWI5 of Q7S r _ _ - -_ __ - - �. r. ,. �, _:... . w.. Drawzn No. g Ariz. Calif.0 onn, .C, _ i D el F 1 a. I11 M e M d M ass. � Mich. is M o. ` N.H.N,H, .J, N.J.N` N.Y.N Y N.Y.N Y CITY .-CI P a. R.I. Tx V t V a' Wes. _� Disc a. t�c�fi -; „ ;. _ �- . 0139A00 X X. �.. X r 1. _I X X X X s. X , 1. �1�� COVER SHEET w , ----._`_- 60139I __ _ _ _ _ �_ X X X X X ~_ X -_ - X_ - X 11 �OU`BLE. WALL.. __ �`. - �l � i CU T K II�,�T LLATI�_ I 6013 X X X' X X X X u X U A DO BLE W L-.. I T � N ER i A� {� FI r�G AS�, LIB 6013DA0311 I ___ _________ � - X __ ,; : _ X X X , I ----T--------- :, X X ----ice_ _ _ _ ._- - W ?�CUBLE ALL .__ __ -�_ - I ... I ANK CON _ r TE TANK SLAB DETAIL :� E , - �� _ _ �____ 013 9A04, - _. -- - --_ . , - y X X �/ � X _ X . f X : X - DOUBLE WA LL T TA��K P N T I I DE AILS __ - - A �0138 05 X X X X1. X X X X �0U DOUBLE', WALL I T T A A ASK ELECTRICAL L._ DETAIL IL A 0 3� 06 6 1 X X X X X X X X X X X X X , X X SING WALL LE LL : - TLL_ �. _ ._ v_._ , I TANS, INSTALLATION 'AT ,J , B L S LL ICE I'll., , „ A 7 3 0 6 01 0 - -X X X _. .,• X X r X _ X' X X, X X - X X -- - X X X X X X X tl. ,. ^ X X :: X '.. X _. X. I X X �, - X -d :: :. f N ,J A , Y F? N R A T I G E A TA G .E J� L LL DTS E S L _ E : .„.11 N�, S F �Y , LrwtG L WALL T LAB AN1� 0 E I G L -� 0 JT E -- 00138 A08 __ X, X .� _�N _^ � _ , -_ - - - --_ 3 A09 6 1 g 0 X 1� iA OUP` E C LFe D L } W • TAN A AL_L K N TA , L� N } I S IO I n_ - _ _ _ __ - Al 60 130 0 X _ z CAL_F� DC UBLE WAL_ T r L ANK E 7 B F� A fi` R E � �. S� LINER L A 60139 11 X : A : LF O�J E C D B L _. -- - l WA T r. L L ANK C hl R T T N k: A T A O C E E A 5L BE IL 1.- 601.3 �Al2 , X . _ :::1. I , , X .: I 1 ,A E WA '; W L T C L n DOUBLE A L... �. S E 0IL TANK ETAI E D L , W NY TA T T D0IJBLE A L NK A L INS ION A3 6013 1 I � . 1 I I . I . "I I I I I I . � I . I .,+_,_._.1_____ --.----_LLA , 0013A1 4 ,11 - I I I I � - -t ,___17__,T , , ., I . ,, , X . NY W T DOUBLE' A E AN TA DOU LE WALL AS E UEL ;OIL. TANK DETAIL _ -- --- - - _ I 1 - I I I I I � I I . � I I I : I � � . I . . � I � I I I I I I I I I . � I - A e I � I � � ; 1 , I I I , : I � I I _ -, I � I - I . � , . � . I I I � . I I I . I I I I I . , I -=-- - � . I I , _ _T - -_=----_.--.-_- _ _�._ - __ � I � , . I � I - I I I . � I I . � I I I I I I I � . I I I I I . . I I I I - � I I I . I i I , I I I I � 1_ I I I I I I � I . I I I I I . I I � � I I .� I � I I I � . . , � I I I , � I I . : I I I � I I I � I 1, I I I I I I I I � . I - I � I I I I . � I I I I .1 . I I I I � I I I � I . I I � I � I . I I � 11 I . I I I , � I I I I I . I I � I � . I I � I � I I ,I I I I I . I . I 11 I I . � . I I I I_I I I � , 11 � . , I "I I I I � I . I I I I � I " , I I I I : , � � I . II11 I I I I I I . I � � � ; I I . � � 11 �I I , I I ,. I I I � � , I i I I � . I I I � I I � ! � I I � I � � . � I I � I_ I � , � I I � I I I . � I - � Y. I I I I I I , I � . I . I I _.. � . , , , L L � �� I I I � I I I , I I � I I y I , I I : I � I I . I � I � I � � I " 1.� � . � � I " . I . II I I I I � I I I_ 11 , I I � � 1. ,! I I � . I I . I I I I � I I "i , . �_ - - ---- r_ � .~- i i , „ _ _ " _ _ _ �. �i�T� . __ ' , : I I i 1 9 1 1 1 1 . 9 . � I I � I I I I I I � I I 1 9 1 � I . . I 1 9 I I I I . I � � i � , , � . 7 1 � 9 :, I I _- ___ , 1 , . I I I I I :,;, �. .�.t ,�14� IIII I� I, II I I. I,I III ."I �,.. �:..�IL�- r . I I . , . , �� .� ,�I" III �I. r �• =. ,, ,C�9 I_II , I. . _ ,- . ;. ,- I , . , I I I � I .. II �II� ,��Ie� I,I II I� �III, I� .. ��I III ..; I � I I I I I I, I�I11 I: .,. -, . :. �., , , I I I ,: , - �I 1III- � Ij II�� I. II 1.� _ j r I,� . . I . 1- .1 I.I�� II II I� I, IIIII .I1II ,: I : I w, I1I � III 1 ,�� � II. � I� I I �I I, 1� II �. -II, I11 .I �I1 I. ��� I �. ji �I II 1- I' II,I ,II -�� II� I,. .�:II , _ v, �.�No,_.j , I i 1 . �I I III�II�. I I 1a_ I1 IIII IIIIII III I. II- �)II - cu. ; U ',, , :: t I � . II �� , _ �-I� \. ,. II I �, r � -, ,, 1 _ , �I , I . ., I , �. I I ., I �.1A � I I,�. III �II .I II .I .. �, .. ,, , p II . � �.I I � I . f 1� I. 1I �1 II �II1 .II .. ,, , F. t I � � 1 I 1I 1I 1� .1 �1 �I I.I I,I I � ,; � I�I I I j �III I� II ,"I II .II II4III �II,. 1 I 4, � I _. I1 2I. II. I.II II III �I I,II. 1I. � a� a cI )� ,.: :. , , I I I I� � I . I � ., I I I _ .I �II t�1I,�ISe�K2I1,, I 1I�. II:. ��� -�I� 1II� .., - w,: c :, - , i k I- , . I I III l , I t , , t .II �I�% I . . I . � I1 II tI I �I � �I,. --��I I,I III , t,r _ r, , , -7lI . Y ? 1 .1I I.� I I i. �I _/ ul, ,'- '. QC-5iU :'. .. ,:.. , II1II I,�.I II���I I 1I I. 11 � I I .. II�1 I I II1I I I , , ��I I : I I: ,1I .II I�1 -I�I II -I I�.1 �I ��I .III -�II.II. ,. .. " .,ram,' ?I,aW, II �I .II . I : , , I 1 . .:. I I� I I � ,�1l,l, -I II I.I II ,��I I: I�� ,.II "�I II. I.I II II. ��I �, G, � . � I . %-�II : 1II, I I. II �.II,I .1 ��I �} 4 L �I I1. .�I�1.1 II I I ,I II ,:I I I - : I � III,. .� 11 �. 1;f� ,I' �. �� .1I. 1I �I ,� I, I, II� ,�.II I R� /�''� ,� ... ": �IIII ,I .�I1 �II,I1I, I . III . . 1� 1 -� I �I � I �I , I, 1I.I I:1 I lA�I 1I � 1�I.Ir �I : I . I � I I I ���I _ .1 I I1. I ;' ,. :. II 1 I 1. � I.I 1 I � 1-II �� �I�I 1I �� II�, II I. I, �. II I�II II I1I �� II III II.1I -. IIII I.� ��(1�I1'I II� I.! q� '::M1l , . ' .. , :.r ,. - .. ... ,I .: - l - { - IIII III �� I �I �I iIIII� .II�, II 1�I1I I 1I�I � I 11 - I -I. I I .II � .. �. , I I� . � II I II I�I I 1 I ,. ,' ,.. I�I I� �� IIII .I, II I��� i�II II , :l k f , '' :,. - , -� :. ,: ... : u. ',,: .. I�-I� III .� II II II�I L- ,I,� I III1II .. I. .,�1.�1 I�II1 -II III .I: II � I,I ,.1 . I:11fI: , '. .. I ,:: ', .. :, . �I �I� � � I .. I I I�� �.I �� I II I IIr . III� III I I ,� . - ��., I I , I�, , I , II , IIII, , I I I �1 , I I� � � I :: � .I I I ,' ;.. , �. , I�. II�I I I I�,I I�. II , �I 1� I I �I I1 -: I�� II I,I1II I1, .I I1.: .- .II III ,c , I� IIII ,� II1 :. - , _. :'I , ter. , .: ,. ,.:... . M ,. ,. . '' .: ,., #wi . .,. I�I� II 1I Ik �III�:� I" ,I, II II1 I,I�I .I II .-, �� �I�I I� I.�: I.II ,�I .II �I � I I I .I � �I1 � I I ,I �I�, � II I 11� �.�� � . � I II III II1I ., .. I I � �II I I I.I I � �: II II II II .I I� �I �.I,�I II II� , I-_��( . I.=� ,� I ,� .I 1�I� �1 1I�1I,1�I 1I ,I, I. I I", �.III I I,�I: II�� . .II. IIII I ..� .1I �1 .. � , 1 I . I I II II 1 . .II I � . III I I I I I . I I1. I I I� 1I I � I .� �II� ,I---n 1i LcX,� �(1 w I1I I� II II I � � �I� . . I I I I� � I ,I ,��I�III� '-. , _ :.' II III III .�: II .. �:.. I :. .. � - . I; �� I , � I. .� I II , , n- .. �I I1� 1iI II I1:I I1. . I ,., II .I� III I" I�1 III I� .I I ( I � I I , I r � I I f I� ,1il� `III4I i:.I- c*� t u o, , ., .. II� IIIII �1i III I I. , �. ,� .I:I . -II .I .II ,�II ,I I� 1II � �I II .j ,'II -I I II1 �, I I I I I I . , ,II I I II 'I I". I � I I I I ' I� .II I I . �I I I � .. w I1:: ,. ., I ,:. r1. ,. - - i ..�I .. V ,. 1.. Pn *�t- i-�ff^� c� r ,: r ` ;:: �.: , .., ,... L • ,. ,, ., 1., '.. �, , I.. i. - '. 14 '61 6 1, :. ITEM SMITH FIBERGLASS AMERON FURNISHED BY METHANOL COMPATIBLE PER SCAOMD RULE 1170 2" FIBERGLASS PIPE 3" FIBERGLASS PIPE RED THREAD II RED THREAD I1 DUALOY 3000/L DUALOY 3000/L GC GC YES YES EMERG. SHEAR VALVE - EMCO WHEATON A25-037 OR OP#10 R U S BY CONTR., SEE DTL. THIS DRWG. EMERG. VALVE - STABILIZER BAR BACKFILL TRENCH W/PEA GRAVEL 1 INCH BELOW SHEAR CLAMP PUMP ISLAND ---- DRIVE SLAB , c Q oD o •v •�D v � �i •v •fin v i%'x24" FLEX CFNNECTOR TITEF-LEX (SOILSAFE-30) TYPICAL DISPENSER i I I I I I I I I I v. O a 0 o •D •o �O ,D,D . O J O v O p O 1 I I I I I I I I I 2" F.G. BELL_ x MALE ADAPTER 2" F.G. PRODUCT PIPE * NOTE: 3' DIA. F.G. PRODIJFCT LINES AT MPD LOCATIONS PRODUCT PIPE AT DI '--)PENSER F- z w 0 Q R --BUILDING T_ I WALL cn z 0 ORT _EL E ITH 3E 1ATCH V 2" GALV. STEEL SWING JOINT (TO CONSIST OF 2" GALV. 90" ELL, 2' GALV. NIPPLE,2' GALV. 90• ELL - TYP.) ---FINISH GRADE 2" F.G. BELL x MALE ADAPTER —2" F.G. VENT LINE (TYP.) NOTE: DO NOT MIX FIBERGLASS PIPE FROM DIFFERENT MANUFACTURES VENT PIPE RISER (AT BUILDING) SCALE: 1' = 1'-0' T- F TYPICAL DISPENSER---� 3/" GALV. STEEL PIPE & FITTINGS --\ SHEAR SECTION - PROVIDED GROOVE W/SMALL PIPE �\ \ CUTTER,CENTER OF SHEAR \ \ SECTION TO BE LEVEL_ W/TOP OF PUMP ISLAND NOTE: EXTEND VAPOR RETURN ---- PIPING TO BOTH SIDES 1T OF DISPENSER FOR SINGLE -PRODUCT DUAL 3 RISER GALV. STEEL DI'�i'ENSER PUMF ISLAND DRIVE SLAB —7 • . • . o v, o 0 ' l 0 o.oQ G o v e p o Q c O .Q i NOTE: PAINT SUPPORT & RISERS MOBIL BEIGE Z w 0 0 u F-- H c F- 0 z a o o i z o 0 i N NOTE: DO NOT MIX F.G. PIPE FROM DIFFERENT MNF RS. * 3' :x 3/" HEX. BUSH 3'FIBERGLASS ADAPTER * 3' FIBERGLASS — ELBOW * 3" F.G. VAPOR LINE INSTALL TEE WITH PLUG FOR SINGLE DISPENSERS. INSTALL CROSS WITH PLUG FOR DUO DISPENSERS, Ii/a"xll" PIPE - VAPOR RETURN TO TANK v, oo v• 7Q �rp•O Q O p �� � v ,� v .• v ., ° O p O ° O VAPOR PIPE AT DISPENSER SCALE: 1%2' = 1'-0" 4'_6 y" FREESTANDING VENT RISERS SCALE: 1' = 1'-0' PIPE BRACKET (TYP.) WELD 4" SOUARE STEEL TUBE FRAME 2" DIA. GALV. STEEL VENT RISERS " GALV, DOUBLE SWING DINT (TO CONSIST OF 2" GALV. 0' ELL, 2" GALV. NIPPLE, & "GALV. 90° ELL) W/ ADAPTER, TYP. OUPLING (TYP.) ONC. FOOTING ONC. SLAB OR FINISH GRADE cal SHEAF GROOVE ",UST E +/- N" OF ISL(44D TOP A OPENING TYPICAL DISPENSER ?� i 31i, SEE. PLOT PLAN FOR � +---� �- ACTUAL LOCATION - -4- I _ Z UINIVER$AL 521 KR I I I z SHURE SHEAR"LLJ STABILIZER - _ --------mr- - - o T - - - i- 18" x 111/2u OPENING --- - -- IN CON ISLAND VERIFY H DISPENSER MNFFf. ` I. i I J-BOX `y PLAN FRO[\,�lT OE DISPENSER SCALE:1112' = l'-O" I r�U� -NING i i _MERGE NCY S1-1lJT-0E-l__ L DETAIL SECTION A -A SCALE:/2° -NCY SHUT-OFF VALVE_ Ic'LAND, SEE DTL• () (:AWING w N m O woZwza ZF— 3CL oowMow w u m �QX=co (D z V) a ~ w p Q w z �<~V) rr z a -= oo0�n F z -j F-- `� co w <UNw X V) _ 0LL_wz <>_LjxwFo Lu z� v)vw <o-— 0w I_zm � CL < --' V wLLI Q =o=z= a' m, L.; o; o a w z: N, u): v- ' �Q;o ' w ' 3 U J w a w a F- x U U 0 Q 3>- Zcr. yZW U) D 3 W~ z(nJ W a _Qu z a�Q JQ (1=X0gcL LI'WQ_�' -Jo W QW��1- 3�ZCL� J��d. 1 mQz a o'Q w w-'Z (n CJ �U CC) Q Q ol.- Z(n Q L0 +-) E LEAK i ')F TECTOR FCE� 0 D_ N -- -- TUREaII',F (go UMP 0 6 2' 2,JUll 1JAL V, JN, ,. ®o a� C — - 2" GAL i. '3 0' El r p1 Ql l' y � O C w �. ��. (f) N OCD N t2' h` STEEL )MPANION r`LnnC�f S U3ED 1i1 LIEU OF a« L ONSUL. MOBIL ENC:'^IF_R. �Q c �`-.'J C o CP 4" PIPE RISER-- OL� • 2"�;D" FLEX -- - �► "� �O i ,< CONfJEC TOR (D 10 !TITEFLEX SOILSN E. -30) i 2' DI+�. N.P.T. FIBERG' ,)SS ADAPTER (BELL & f'l;"LE) \� 2' F Ir_'sERGLASS PRODUCT --- w TO OISPFN ER °C ■ NOTE.- 3' DIA. F.C. PRODUCT L1(NE S AT MPD I i-47ATTONS cr r� DETAIL - TURBINE r LUMP �S, NOTE% ENTIRE- r��_EX CONtNE�'_ : _�R TO BE m w FLEX CONNECTOR INSIDE ' i ;ftWAY z m r NO SCALE_ Z M o aLo _� OIL' DWC. "605?8L02 DE:-,IGN FILE r ',r�E:60139AO4.DGN;3 ELECTRIC PANEL ALARM PANEL PROBE VISUAL - MONITOR WINDOW VISUAL MASTER BUZZER W/ON-OFF TEST SWITCH CIRCUIT W/LOCK SWITCH I I I I I I I I i I I NOTE: LOCATE ALARM MODULE NEAR ELECTRICAL PANEL I I I 115VAE POWER --`_- 3/" CONDUIT I � 4" FACTORY SLOTTED PVC VISUAL MONITORING WELL WITH LOCKING CAP - IF WELL IS REQUIRED SEE DETAIL SHEET 5 - ------------------ ° — o v0.°. .: ° vO v 3/' CONDUIT TO 1 �� ALARM PANEL -----, EXPLOSION PROOF - - -� JUNCTION BOX 4" RISER FDR--------- - _._� MONITORING SENSOR 1000 GAL. DBL. WALL_ - -, FIBERGLASS TANK r MONITOR SCHEMATIC 4" FILL ADAPTOR 18 TIGHT FILL---,, MANHOLE 24" STEEL MANHOLE 4' PIPE CAP _J • 0 0 v ...NO v V. ° O .V • •o O •V . o o • DO NOT 'SEAL TO RISER -- UZ 4' GALV C A F____l 32" FIBERTRENCH BOX i EXTRACTOR FITTING—�` FIBERGLASS SEA! ---- WASTE OIL TANK DETAIL NOTE: ELECTRICAL SYSTEM TO BE "HARDWIRED" - HOME RUN CONDUIT TO MONITOR SIZE AS REQUIRED / - 3/" CONDUIT - LOOP BETWEEN TANKS FUTURE TANK GAUGING CONDUIT - LOOP BETWEEN TANKS FOR POLLULERT SYSTEM f- ! -- --HOME RUN 3/4" CONDUITS } ' I I I FOR SUBMERSIBLE PUMPS i - - - - - - TO CONTROL BOXES IN ' MAIN BUILDING l-lo l-'F7` PRODUCT; '©`--------{=I_��i. \\ 3 " r ' l - - `- - - - r r /a CONDUIT SPARE FOR -r- POSSIBLE ELECTRONIC I 'I LINE LEAK DETECTOR 3/' CONDUIT TO___-= MONITOR /. ��-------_PROBE LOCATION PRODUCT #2©�- - - - - - -I - -� ------ ---- _ _ I ALTEH.NF,TIVE: RUN SEPERATE DIRECT BURIAL CABLES - TO 'J' BOX NEAR ALARM PANEL. WHEN SPECIFIED -® L -�Q; PRODUCT tt �Q`- - - - - - - - - - -' ON SITE PLAN (D)UNDERGROUND W MING SCHEMATIC FOR PRODUCT TANK --- -- 36" DIA. FILL -SPILL CONTAINMENT BOX r /— 12" x 12' SQUARE 'OVER EW OR EXISTING BUILDING------ EW OR EXISTING FOUNDATION-- ,, AC PAVING 1 i:UTURE TANK v q GAUGE _ !'° aov Jq•oQo 0. v vv I oo o V V .. oo V r O 6" GALV. RISER o ° - 2" F.G. ADAPTER TIE TO EXISTING DRAIN LINE AS CLOSE TO BLDG. FOUNDATION AS _ _ \ E. OEXPRESS LUBE LOCATIONS ONLY EXISTING W.O. LINE 2" FEMALE FIBER- GLASS ADAPTER I I I \ I , I � i I L�f _ 22" MANWAY DOUBLE WALL F.G. PIPE DRAIN ONLY IF REQ'D SLOPE PER 1'-0' MIN. 2" FIBERGLASS VENT PIPE SLOPE fe"/ I'-O' ----- SEAL AS REO'D ----- -- 4" EXTRACTOR FITTING SEE PG #1 CHANNEL BOARDS l0 MOTHER BOARD - - �j 0 Il0 GROUND -- ` LREEN �- -' - 4ER SAFETY RARRIE-RS I (FACT").��Y WIRINGr _ (FIELD INSTALLATION w WIRING) m � r� _- J BOXES RED -- - --- J - ELBOW --. --- --- -RE CABLE LIQUID SENSOR LIQUID PROBE WIRING 4" FACTORY SLOTTED PVC VISUAL MONITORING WELL WITH LUCKING CAP - SEE DETAIL SHEET 5� (WHEN REQUIRED BY LAW) \ NO ' o o v6 v 3/a" CONDUIT TO ALARM PANEL - M EXPLOSION PROOF-- - - --1\ JUNCTION BOX 4" RISER FOR MONITORING SENSOR 1000 GAL. DBL. WALL - FIBERGLASS TANK --1 z o a JUNCTION BOX - EXPI." fON �1�_ & WATER PROOF -- -- -- --- t � .l 34' U.G. COND------- SFE SITE PLAN FOR CONTINUAII+ON SEAL ---- FLEX CONDUIT ?" ANNULAR SPACE--- 4' FILL ADAPTOR 8 TlCiHT FILL MANHOLE \ - -- MANHOLE. ELBOW EXPLOSION & WATER' PROOF & ';ILICON CONNFJTOR _ __._-REINFORCED CONCRF"'L %p SLAB -- 3/" NPT NIPPLE ADAPTER `-----------THREADED REDUCER FOR 2" RISES'; W/ ADAPTOR FOR 'J' ELBOW (OPTIONAL, -- - - 4' GAL. V RISER _ _.--- - 4 X ,>" ,TANDARD BUSHING FLEXIBLE. CABLE (PVC) W /L 1(�UID PROBE TO BE LOOPtD `RZOUND TANK © LIQUID PROBE AT TANI\ ` NNULAF% i - -- ILL-SP!.. L "4MENT Ri.-, - - 12" SQLJ( APE COVER 12 w moLD3 -0 zf `' 3aQ k' 7LnXOw Lij _j CL `-Q�=oCD zcU) J1.1 Cl woQw t- -o=w— z Q~ Xo a aoo�w= f- z _j Il. � mn > 0 1 Of-- <�X�/�=0 w nl, Ww`-z YwX"j _V),vdw Ly ti w (X V) L) - cr 0c'�-Zm � 0— < Vlwa�oQ =�ozz= i ' L1,, Z, a v: p' z Y w U) _. L) d Q Z <E uj 3 0 uj (n YW� #-I Z 0 J W to Gi F- U �--OV�-a.�z a.QQ�a Q �0WCL CL J O z Q U WIxZU0 J 0 1 W I co Q_0jQWf_ O�,F— W .-, Z OC � UU 00 �I O Q Z Q F— ,X v OR EXI T?l�' BUILDING _ -.__ \\ OR EXI_; 1 dC, FOUNDAII_'I ---1 c 24' STEEL '.-iC1LE 4" PIPE CAP--------___t--, I r-�) \ o' SEE SHEET u; �� `cl FOR PIPING TAILLSc. V V o'v o. V ...o V o V V o V Ovv __� O 0. ALb, � ° � i.E TO �o c I of; EXISTING COPPER � rn 4" GAL V CAP----- '/ -=_ Y -11► LINE AS�CLOSE TO c 5i. DG. FOUNDATION c �, c� ' �JJ ��-�� ~ ��► - A`� POSSIBLE. c 0 Q) p Rt EXTRAI Ti '? FITTING _ I' COPPER FUEL LINE TO FURN�;CE Ll= 06 - -� - - " COPPER DRAIN �; i co M - \ LINE FROM F1';.NACE c� 4 � i � _OPp x i /8 I - PER F-O" MIN. O � D � PIBERGLASS L .- VENT PIPE SL IPE 1/a"/1`-C" __ u_ i I!I �'. _. `EAL AS REG D _�J—...--- — _ `--- -- -------- _- 4" EXTRACTOR w ��-- - FITTING SEE PG #1 FUEL OIL TANK DETAIL cr w m w Q � z � M o y� 3 z 0 'w co _ OLD DWG.#60588L05 DESIGN FILE NAME:60139AO5.DGN;3 No. Dote Description Revisions Drawn By Designed By Checked By Approved By 56 SCV DA RIZZO ASSOCIATES One Grant Street Framingham, MA 01701-9005 508.903.2000 www.rizzo.com Project Title Christy's of Hyannis, MA Sheet Title CONSTRUCTION DETAILS Scale• N.T.S. Sheet No. Job No.: 9760 File Name: CDTOi.dwg C-6A Date: 04/15/05 `• ►�'� had W I i NEW LEACHING '� WW CHAMBER (8' DIA.) I S\ x w RIM=36.5 co \ U' E ,r INV.=32.16 (8" PVC) \ 'CAON.A BOTTOM ELEV=30.5 01 18" MArLE 1 , 8' -8" PVC P WATER QUALITY - / 1 .____.._...^_.__._._...._.__._._.,. APRON ® S=0.01 ' -... �, __ _ NEW SEPI(RATOR j \ i TFI,{:PHON% _ 0� . '-- MAINTAIN EXISTING TC 36. a ( \ RIM .5 S !-;LANDS x y , LEACHING CB- BC v 05 t .=32.71,5�1j _._....__..,�{;� ``K r)! tlq� `''X ° / INV.=32.21x (OUT) 'c TC 36.55 '35 5 1 TC 36.30._ }'- ° BC 36.05 ABC 35.8 �� ` / NEW GB' 1 _ 35.76 x _ O fNV.=32.76 -BC)36,29 'RO;C(M 'i E' P{ A . ��.. _ _ ,_� / zC� `� L CATION OF �'�-/ I� I TC 36.80 � '��,.� . _._ � � r- 3 I W W _._. _ r' Y� ( s ��LBC 36.30 �f ¢s �j. � ---� --- n M �.-3 SE,T'TIC SYSTEM �� TC 36.35 - �_ r _ ..� �, � �36. 0 � I _ 7 -$ P,VC �--- 0 1 j BC 35.85 ~- .. . �" \ \ ®S=O. 1 1 I �' 1 , x TC 36.75\ / BC 36.25 r p ( - , _ 1 f 00 GAL GREASE 1 1 1 D, 36` Lt , , i STORY 8{ t TRAP (SEE NOTE W) . 34.5' Q t 1 SERVICE errCE S , A TION c} �D tK' 35.23' �€"i-I 1tJ r () FACADE ii! Q .,. i � �yEG� t- __.��� TIC ,�C3 _ -6 \ BC 3 .20� }- 4 i ; CCU {' ` " ,►�"� TC 35.05 Nr ,. WALK , _ LANTt�F? 35•�� ; BC 34.55 36. -` ; CM ^-� S - __--_ _ 4. ��� "ham 4.4 \ } if �;•14-�� �1 NEW LEACHING w x tsl 35.�J0' n �' GkjAMBER (8' DIA.) n -- _ y 35.78' , x ..s-lt •.Vtr•4V.. Y / / RIM=',5.8 ,�� , r �'� / INV.-2 9 \ \ _^N 1 \ \ FILLER 434.75 ! + EXIST. DRAIN LINE a� j � \ (TYP,) i .1- TO REMAIN Q 1 _ ._ _ .: a C 3425 r 1 \ I c� '/ c� j Dot18L ;v FIBERGI ASS MAI0AIN EXISTING I _ _ n vAS i x 'c� t i f Dt'YWELL 1� �.�._ © ' ° OLI. E TANK «� /�� REMO�"-�CfS1ING , PEJIuIPS r �' , \ I • 4 I 0 1 `fr /'" � '� \ ""'--.�"_ Da�.Y�tLL _/` -^- �..�.,�_._...._.. '-" ^-•-"",,. + � _ ..._,.' i'r.'c D4 LS r l it 1; � /! ...•L � 11 ' � A.Z 8 p V V� � _`.."'_-_----•_._....._. .Q S _.._ .-_ .: \• �-ti...%L.._......._ �..,. Z-L if ��? �'f' _ �.�„ c! =� � �- , y - ._,...,4„__ \' --•..." ! / p •% EXIST. 4 y �� G , L•'." " _ % I `�.`� S' � 1.« J `�, f COVERED t J GAS "IBE COn4GL S� . ° 1 , <, " - - ! - �. ---` `�` - _. __ _.__._ _ � . �J• I 4 1 `I 4 I ' r,, t i {� () ._ _ _ /S t� _p ° q• BSI F1Nt;S.6 a I l � ,\ p q (� '��`% IS i..� _ / � CONCRE"If~� x `� n I ° � / � ° q ° E] 1 / f/ . °t� Ll NA O-ff, z; L \p MAT NEW LEACHING ` w, 3 .82' ��`..... _ <.' a ° 2 ° 4 / r / FiBE'RG \ ) .�� o�. l ��_ I3�'l_E F���C� 7YP.1 q ! / 0. <SOLYNE T. r 4 CHAMBER (8 DIN vy / ,l i _ 0 p ° t4 .� RIM=33.5 oo.4 ° ti °. I �_ , 4j� f I �, .--_. INV.=28.00 (8" 11C} �✓ \ \� �1 O cS' , / ( Q q �' ! BOTTOM ELEV=23.5 x t ` / EXlS� DRAIN LINE ,\ 0 o --A,J a _ ._. d © ° 1,y�L� / f- I TO REMAIN `=. \ ( ' Pt1bIpS4 _ ..-_ _.� _ p _ _ ''> NEW CB / 1 MAINTAIN EXISTING SEPARATOR u - -- - q ° RIM=33.0 j \ \ � \� �:a � 6' `--•. x REMOVE FXlST1NG �� � ----^ „-- \� CATCH BASIN ^�co 3 / \ CONS.. >>• CONNECT NEW �j�� --� r' F' P l c 2-1, I _ /'5� � 8 PVC 22 --8 PVC \ \ VEN 't PIPE's 1 /�0 \ A INV.=28.5 LAID FLAT CP �\ \ � \ `\35 E-P- REMOVE C!S"IIr�G / � , ` .• �• ' . / CATCHX BAST EN , IP;W 11 8 PVC S - M AIN EXISTING 9•� '` - ! ^/ SEPARATOR o -. 0, NEW C� \ V NEW CB-�:- �! �, f t EXIST. DRAIN LINE o`�'�y �J erg.. P RIM _32:5 _._ "" w ®SPIV INV.=29.2 RIM = 34.3 �• '•"- ' X 35.40 - -- -_ _w- _= -� ._! / ` TO REMAIN ` 0 C § INV. = 30.3 CP v �a°` can 8'-8" PVC ® ,S=0.013 \ q A -.�. 34•.78' .-''r 34.66 � EXIST. CB '� LAt�lN & LANOSCAP• � '� "�"� � � - --- �,`'��� �•-�:::-�,�-•..,_�.._..�;.��--' REMAIN C � ./ x � NEW DMH / � ..-�EXST EXISTING �' ` 1 �� 34.44 M R;IM=33.3 DRYWELL ,- x 33. x34.68' / / 3 2' _ '`" - - +0 / INV.=2!9.0 (IN) 3 5 \ e `• x _ ►� ``� INV.=2±9.0 (IN) / 2.5 32• ` 33-- P A SEC f INV.-28.9 (OUT) PAVED SIDEWALK "- XIST. DMH `o _ _- TO REMAIN / ,�'�� ' g°c EP BGG >�`_._ _ ' NEW CB f P BGC ! YA RIM=32.5 / �OU GH ROAD (ROUTE �8) 1 >END SEE SHEET C-5. INV.=29.1 � r' DRAINAGE STRUCTURES SHALL BE PRECAST CONCRETE (SIZE AS SHOWN), PRODUCED IN CONFORMANCE TO \ ' DING REQUIREMENTS AND ASTM C448. \ ' � / EXIST. CB TO REMAIN "I SHALL BE PVC SDR 35 IN ACCORDANCE WITH ASTM D3034. 1 RING WELLS, DRAINAGE STRUCTURE RIMS/GRATES, AND CLEANOUTS SHALL BE ADJUSTED TO NEW 'S 0 IN PAVED AREAS SHALL HAVE A CONCRETE COLLAR 2'x 2'x 6" THICK INSTALLED AROUND THEM. � (A ' h0 "OPOSED CATCH BASINS SHALL BE PROTECTED DURING CONSTRUCTION BY USING SILT BAGS 'RIERS. x GRAPHIC SCALE i1FY LOCATION OF EXISTING SEPTIC. SYSTEM (ALL COMPONENTS) PRIOR TO ANY EXCAVATION OR io o a to 20 SHALL INFORM ENGINEER OF ALL THE COMPONENTS OF THE EXISTING SYSTEM GREASE TRAP' ON EXISTING SEWER LINE FROM BUILDING. CONTRACTOR TO CONFIRM OUTLET i inchh = 10 i ) ft. 'NLET INVERT. W. Dots D+scription Revisions Drawn By Designed By Checked By Approved By (,0H CC)H WIVto M. i At.e�cNv GVIL y No. 37310 R I ZZO ASSOCIATES A TETRA TECH COMPANY One Grant Street Framingham, MA 01701-9005 508.903.2000 www.rizzo.com Proiect Title ChriSty'S Of Hyannis, MA Sheet Title Grading and Drainage Plan Scale• 10. Sheet No. Job No.: 9760 File Name: CPG01.dw9 Dater 418/05 !3 I6. Construction Joint Sealed with 0 1" Dia. Butyl Rubber or Equivalent B —4 PLAN VIEW 24" DIA.- MANHOLE FRAME AND COVER SET IN MORTAR ADJUST TO GRADE AS NECESSARY USING A MINIMUM PVC TEE -, - _OF TWO COURSES OF__RED EXISTING GRADE - - _ -_ _» CONNECT ' T G _,.,: - BRICK (i MAX.) ` LAID FLAT BOTTOM t 24 DIA. COVER 4.3 TONS No. Date Description (TYP.) Revisions ,.e so PVC TEE COMPACTED SELECT �o r-o" mow o O+ .. a i COMMON FILL •° CONNECT TO EXISTING OUTLET " Dmw/n�By Designed By Checked By Approv — s"► d 5C� 5V DA . . a ' PVC PIPE PVC PIPE Lequid 6" MIN. CRUSHED STONE OR o Q o.�. a ..4 a 6" walls COMPACTED SCREENED ° a GRAVEL 'a JO I, Q XO O Q O Q co �' ��" �•'0 V 0000 SECTION A —A SECTION B—B *NOTE: NEW GREASE TRAP TO BE INSTALLED ON EXISTING SEWER LINE. CONTRACTOR SHALL CONFIRM THAT THE OUTLET INVERT IS 3" o (0.25') BELOW THE INLET INVERT. RIZZO w s 1 nnn n A I nDc A cc TOAD MUTA II IC(IAAPTDI(` vIr-IA/ A S S O C I AT E Azzo.com N Proiect Title \ Christy's of Hyannis, MA 0 o U Sheet Title o CONSTRUCTION DETAILS / 0 / 0 I cfl Scale: N.T.S. Sheet No. Job No.: 9760 -+J v File Name: CDT01.dwg 0 Date: 04/15/05 6A P._% Its„ ADDRESS : REVIEWED FOR DESIGN CONFORMANCE ONLY APPROVAL FOR THESE PLANS BY 150 IYANOUGH ROAD 14 -- T 28 ALLIED DOME I4�DOMECQ HAS REVIEWED THE -IFORED DCONFORM CONFORMITY TO APPLICABLEOMECQ DOES NOT IMPLY � � � � �, � � � � � CODES OR REGULATIONS D i NNIS , MASSACH ,L1'Swt lTtl.� � � C ❑ APPROVED `'� i I il�,_r ❑ APPROVED AS NOTED: Submit Record Copy for Archives � ` S °� � �� P-j ❑ DISAPPROVED AS NOTED: Revise and Resubmit -- woo+ ar. �. .. 1 O ❑ INCOMPLETE INFORMATiOhI: Add requested informaiton and resubmit .� . -'� �. W ., OWNER : ff Date: �.�:, �''--e I P ,g ALLIED DOMECQ QSR Construction Manager UTO MANAGEMENT - �4 OU �,. � I � a ,<�-.;;���. ) Notes: ` $ ��� �� ` r �., �>. �• � � MAIN STREET. T NEHAM , MA 02180 co -,-' .m,._...• 1 M_�_ .....,,..�..(.�,.e...�,..,�...�-.�..o�.."„�....,..� ^ n � Y�.��,.. _;_ I ABBRE �'IA i ; INDEX INDEX 0F DRAWING %� � 1 '� �_+ _j_t-�, ' LM � _ _ � BUILDI � � D � f. `:!iASSAC� �—I � ; ¢ USE GROUP: B € �-�m & AND GA. GAUGE Q.T. QUARRY TILE __-____.__._�""" ® AT GALV. GALVINIZED QTY. QUANTITY TYPE OF CONSTRUCTION. TYPE=. 5B zC`I A/C AIR CONDITIONING GYP. BD. GYPSUM BOARD R.A. ALLIED DOMECQ I It 1�_R r_ 13 j Y �,i R ], � i I-�,lam 1 i I-!C_ t� �N S A N D D i .A WI N G S —.___ _______. _ 1 m�� A.D. AREA DRAIN I HOWD. HARDWOOD RAD. RADIUS T1 TITLE SHEET/ ARCHITECTURAL DATA ,. ,., �� _ -- STORIES: FOR I I; r? ! +rig L.1�:r_ !-.�R �'i v ACCORDANCE — —__.- ______.. b�'00 A.F.F. ABOVE FINISH FLOUR` HC1F�. HEADER REF. REFRIGERATOR T1 .1 NATIONAL ACCOUNT INFO o I H. ! r� , f N ALLOWABLE FLOOR AREA: 420y) �._�� ALUM. ALUMINUM H.i�i. HOLLOW METAL REINF. REINFORCING ��f I f � ALL L.�_ F �_!.�d f �A�_, � ; f� � (^ A E �G LOCAL f�I_ LAWS,J, ALT. ALTERNATE I HOR I_ f r_ i , r , } .�� , IZ. HORIZONTAL REV. REVISION (1 � "j j l > 1 T I�� J r� r `� � �l(fl__ �IJiI Jt 4 I ED 1-�,, �_r-AIM AMERICANS ACTUAL FLOOR AREA: 1710 S.l , APPROX. APPROXIMATE HG7 HEIGHT _ „ Al FLOOR PLAN; SCHEDULE• DETAILS _ _ _ -----.---ffi �{ I REQ'D REQUIRED r I _I I i /�.�u ! I I 1�L 7 ti s;; g Ez e , l`u I �{ I I ...�!�-',�. J`A THE L. A D A 9 , .- + BD. BOARD ,., . INSIDE DIAMETER RESIL. RESILIANT A2 REFLECTED CEILING PLAN• LEGEND• DETAIL �_ J� CHRISTY S ACTUAL FLOOR A EA 940 ) r . �� � � BLDG. BUILDING , I �+ r. _ � c .� �- '( 1 (- � )C� � V-, . N;,JL. INSULATION RM. ROOM ` � YY U I �._1� �C M A,S S �� ( � � C �.�...� �1 :�� _ .� �-,�_ �,r-� SETTS _ � A3 FLOOR TILE PLAN; DETAIL; SCHEDULE DUNKIN DONUTS ACTUAL FI 00SC ? AR A: 77 F. s BM. BEAM INJ INTERIOR R.O. ROUGH OPENING 2 J1 a \)Er} ��\EV ! E_I F_I? i__ l A�_ R t v I-._A IONS BSMT. BASEMENT i J? JOINT SCHED. SCHEDULE A4 FOUNDATION PLAN; DETAILS -- I lc ANARDS BTWN. BETWEEN ' KIT- KITCHEN SEC. SECTION A5 SECTIONS; DETAILS I CPA BOT. BOTTOM LAM. LAMINATE S.F. SQUARE FOOT A6 ROOF FRAMING PLAN; DETAIL C.L. CENTER LINE 1 LAV. LAVATORY SHT. SHEET —�� Date. j( C.T. CERAMIC TILE I I T. LIGHT SIM. SIMILAR A7 INTERIOR ELEVATIONS; SCHEDULES; DETAILS - ------- T; CLG. CEILING i hfiAS. MASONRY SPEC. SPECIFICATION /�8 EXTERIOR ELEVATIONS ARCHIT-C S SIGNATURE HERE -�------ - - — �- --� --�---z CLOS. CLOSET MAX. MAXIMUM SQ. SQUARE zz� CM CONSTRUCTION MGR. ME,H. MECHANICAL S.S. STAINLESS STEEL _ CMU CONC. MASONRY UI1I11� M"IIL. METAL STD. STANDARD K1 EQUIPMENT PLAN; ELEVATIONS; SCHEDULELI �- �, --' - -- --- ---------- COL. COLUMN MFR. MANUFACTURER SIL. STEEL K2 EQUIPMENT SCHEDULE 1{ F L 1 � I `- � jam - i �— I v �- r— �:) ____--------------- — CONC. CONCRETE I Mlh1. MINIMUM STRUCT. STRUCTURAL CONT. CONTINUOUS 1 DISC. MISCELLANEOUS SUSP. SUSPENDED I �- '� `� � C`Q �~ P E C I L_I C A `� r-1 � BOOK K FLAME SPREAD: CONST. CONSTRUCTION 1 M.C'. MASONRY OPENING TEL. TELEPHONE E1 ELECTRIC LIGHTING PLAN; ��" j ' - � L J 1� L � -I l� \J �L) �J�/ FREEZER CORE MATERIAL. 25 DEPT. DEPARTMENT I Pv1TD. MOUNTED THK. THICK DRIVE—THRU GUIDELINES; LEGEND � � �>�UED 1 /3 1 /98) ��--� _ _�__ .______�_� a DTL. DETAIL i .1.C. NOT IN CONTRACT THRU THROUGH PLAN; _� . I FREEZER METAL PANEL. 25 ti D.F. DRINKING FOUNTAIN I NO, NUMBER T.O.P. TOP OF PLATE E2 ELECTRIC POWER LAN; ELECTRIC NATIONAL ��,�,C O U N T SOURCE ---- DIA. DIAMETER ! NOM. NOMINAL T.O.S. TOP OF STEEL PANELBOARDS; LEGEND � , DIM. DIMENSION N.T.S. NOT TO SCALE T.O.SL. TOP OF SLAB E3 LOW VOLTAGE PLAN; LEGEND; SCHEDULE I N F OR V A 1 �'J` ,y B OOK L_E ` SMOKE DEVELOPMENT R/;TIN(_-)S: I I ( ISSUE� J/� f �Q� FREEZER CORE MATERIAL: �w 250 DISP. DISPENSER 0.A. OVERALL TRT. TREATED DN. DOWN I O.C.. ON CENTER TYP. TYPICAL DR. DOOR f ''j.c+. OUTSIDE DIAMETER V.C.B. VINYL COMPOSITION SASE P1 PLUMBING PLAN; SCHEDULES � , \ t- � EQUIPMENT __ _, + D.S. DOWN SPOUT i OPNG. OPENING V.C.T. VINYL COMPOSITION TILE P2 PLUMBING PLAN; SCHEDULES I 1 L�v� L..�'�1 _C��'�_J I P M E_� I FREEZER METAL PANEL: OVER 5`�C__ yy _ _ I � DWG. DRAWING 10PT. OPTIONAL VERT. VERTICAL P3 PLUMBING DETAILS `��' �_� . i 1C1n� ! ` N ` � �4 G "D_ESS EA. EACH ?L. PLATE V.I.F. VERIFY IN FIELD B I N `-' � BASED ON THE FOLLOWING C:vL. ._� EL ELEVATION P.LAM. PLASTIC LAMINATE V.W.C. VINYL WALL COVERING P4 PLUMBING RISER DIAGRAM ! ( , ~__ F-: rI '� I EL. ELECTRICAL PLUMB. PLUMBING W/ WITH 1 S �...1 ED 6 /U / ) COMMONWEALTH OF MAS'SAC' lU�,_ � 1 : BUILDING COD � a EQ. EQUAL j of ' ' l - ' - -1 v: =WD. PLYWOOD W.C. WATER CLOSET 9 9 < , -- D ,, 1- �:0 I`-) ,�0 i I � ® � I� i M1 MECHANICAL PLAN; LEGEND , 780 C.M.R. - 11 /27 58 EQUIP. EQUIPMENT ! PR. PAIR WD. WOOD EXIST. EXISTING PROP. PROPERTY W/0 WITHOUT j ) l EXT. EXTERIOR P.S.F. PER SQUARE FOOT WP. WATERPROOFING Uj I r I F.D. FLOOR DRAIN Pa.l. PER SQUARE INCH WT. WEIGHT } ii FIN. FINISH 1 PT10. PAINTED WWM. WELDED WIRE MESH \ , _L_ ! / t� �' , \- f L_. v� �/ 1. 4 iL'\ cr- 1 FL FLOOR I PA C. POLY VINYL CHLORIDE _ I F.O. FACE OF r. i W �0 FT. FOOT S iv --= DRIVE—THRU: 1 FURN. FURNITURE ! S0UAf� r_. YES T`( )E 4= OOTr��� DIMENSIONS YES�NO - I PYL 01`v /MONUMEN I ! EXIS13IF -� EXISTING NUMBER OF D.T. WINDOWS 7 H BUILDING 35 S, VARIES—vVARiES MENU BOARD SIZE 10 ' � x n^! SITE. DIRECTIONAL_ I SEE SITE PLAN BY OTHERS, AND OWNER CAR LENGTHS FROM D.T. WIN. 5 � I STACKING (# OF VEHICLES) �~ SEEN�SITE BY OTHERS DUNKIN' DONUTS J_IGNAG GRAPHICSYi�ABOLS _ _ ESCAPE LANE BY SITE ENG., ; $ FINISH NUMBER K VEL.OPMENT RATINGS FOR INTERIOR WALLA �� TYPE FOOTAGE -� !DIMENSIONS DRIVE THRU TIMER SYSTEM _ IBY ^�U!I`IKIN' D0Ul" Ss — SECTION NUMBER FLAME SPREAD AND SMO E DE --.____.__�____._ — A1 CEILING FINISH MATERIALS, (INTERIOR FINISH CLASSIFICATION: III/ 70--200): S.F. PER SIGN MANUFACTURER Q �°a P-21 PYLON /M O N l.1 M E:r�1-�. !___.__�3�-__ �� � � 2a2 ___�_________ _.�. _ _ ---' SHEET NUMBER MATERIAL FLAME SPREAD SMO E RESTROOMS: CE FINISHES E _.-__._2_._&_____._.__ N 1 M E Q SECTION RATING DEVELO' MENT BUILDING � 21 `� F. 12" IN LINE LETTERS _ �-��___ _, _- ���:...�______� __� o _ _ __._. DETAIL NUMBER FIBERGLASS REINFORCED PANELS 175 13 NOTE:- ALL SIGNAGE= :SUB�IECT TO APPROVAL BY TOWN AND HANDICAP RESTROOIv1S (SHAREDJ .. _ M VINYL WALL COVERING 5 R � LLJ / H1 LANDLORD. 0 0 PLASTIC LAMINATE 30 _ 20C < < S-HEET NUMBER ENAMEL PAINT ON TRIM, DOOR 5 _ _ DUNKIN' DONUTS TARE DIMENSIONS: TAIL FRAMES WOOD SHELVING ��___---___.._._------.---.______�___�___----.___. _—_�__ ___ SQ. FOOTAGE `�� Ll DE WOOD STAIN NATURAL WOOD SURFACES) 5 PARTITION KEY S, \LFS !�,REA/' PUBLIC AREAS/ TOILETS 110 S.F. 1a s —_—DOOR MARK CLEAR SEALER NATURAL WOOD DOORS) 5 Rll_'.TAI;L >ERVICE - 420 S.F. ACCOUSTICAL CEILING TILES 23 � __. ____ __. Li ___PRE AREA `_ 240 S.F. _j ), DOOR PARTITION TYPES BASEMENT N/A ° r� COLUMN REFERENCE GRIG`S -DOTAL: 770 s.F. ��' �EET EQUIPMENT TACK �. ��� . �.� �� `"`� � OR O _ DRAWING NOTES INTERIOR ELEVATION INDICATOR �� r7 �27' FILE#: D04051 DATE: 04z06/05 PROD. MGR. J1,R. C.M. B. FLANNER`r" NOTE: FOR COMPLETE NATIONAL ACCOUNT SOURCE INFORMATION, REFER TO LATEST ALLIED DOMECQ NATIONAL ACCOUNT SOURCE 114FORMATION BOOKLET (INFO ALSO AVAILABLE ONLINE ® www.adrus.com/extranet). ' ` ram, NOTE: � WORKING WITH ALLIED DOMECQ CONTRACTOR TO IDENTIFY ONESELF AS WHEN ORDERING FROM NATIONAL ACCOUNTS. L ACOUSTICAL CEILING TILE & GRID (ALL REGIONS): EIFS: [•� 0 ARMSTRONG WORLD INDUSTRIES I?RYViT SHERRY BRUNT or PHYLLIS MILLER 308 WALTERSDORF, CSf T: 1-800-442-4212 SALE. SALES MANAGER E: bpo-strategic-accounts0arm strong.com T. (860) 285-8341 REFERENCE: ALLIED DOMECQ'S STRATEGIC ACCOUNT \ F: ($60) 285-8347 ROBERT WILLIAMS-ACCOUNT REP. robertwOdryvit.com T: 717-397-7879 OR 717-917-7103 www.dryvit.com E: RDWilliamsoarmstrong.com SALES AREA FLOOR TILE: LAMINATE: FORMICA CHOICE OF DISTRIBUTORS: TOM KELLER—SPEC SLS REP NORTHEAST MIDWEST T: (508) 746-7822 00 SHEP BROWN ASS003RANN CLAY PRODUCTS C: (617) 201-3917 ��"1� cc DAVID HOFFMAN KIM KAUFMAN tom.kellera�o'rmica.com N ILL_IiJ1 o T: (781) 935-8080 T' (708) 422-1000 MIKE VENTURI- F: (781) 935-209OF: (708) 385-1047 USA CONTACT FOR STOCK AVAILABILITY T: (513) 786-3435 WESTCOAST SOUTHEAST Mike.Venturi0formica-com DSA, INC. DSA, INC. SAMPLES: 1-800—FORMICA Ld _j� FELLY HERNANDEZ CHRISTIAN ZINKL—REP �+`JL �Q� T: (714) 774-775O T: (770) 442-5500 F: (714) 774-7122 F: (770) 442-5502 KITCHEN SWING DOOR: xCnnN E: christion.zinkKOdso—ceramics.com LIASON CORPORATION �(r� E pp< EPDXY FLOORING: DOOR SALES FOR ORDERS m STONHARD, INC. T: (800) 828-3655 O CO SCOTT GARSTKA F: (800) 828-3577 p_3ELO T: (800) 854-0310 doors®eliosoncorp.com C: (413) 237-9267 DIANE OGASIAN—REP VP E: sgartskaOstonhard.com T: (860) 653-1725 F: (860) 653-1702 n n n SERVICE AREA / KITCHEN FLOOR TILE: eliasondione0earthiink.net i 1 METROPOLITAN CERAMICS DRIVE—THRU WINDOW: TERRI CHASTAIN—DISTRIBUTION T: (888) 325-3945 READY ACCESS E: terri@ironrock.com KRISTY RIVERA ELLEN YOSSARIAN—SALES MGR. 800 621-5045 T. (603) 942-8787 kristyrivera0ready—occess.com (� E: eyossarian0ronrock.com WALL COVERINGS: PARKING LOT LIGHTS & DRIVE—TH�?U SOFFIT SENTRY: SECURITY LIGHTING SYSTEMS, INC. RIGHTER GROUP STEVE FRIEDMAN OR ROB ROBINSON T: 800-848-4841 T: (800) 544-4848 or (847) 279-0627 F: 800-391-1470 DAVID NEE—ORDERS x 8341 F: (847) 279-064 2 Dnee0rightergroup.com VILLA LIGHTING KEVIN LYNCH—ORDERS x 8323 MELANIE HURLEY—ORDERS klynchOrightergoup.com T: 800 325--0963 RUSS RYAN—REP x 8311 F: (314) 531-8720 Cell: 978-697-3191 .,y ar melanieh@viiiaiightiny.com RR an*Ri hterGrouP•com STEVE DEMARlAS—REP. 'x T: (508) 668-3159 SURFACE MATERIALS INC. steve0villolighting.com MARIANNE KELLY T: (800) 231-3223 or (440) 248-0000 ext.128 DRIVE—THRU TIMERT: .. = ; F: (800) 662-7890 — 6. E: mariannek@surfacemateriafs.com 3M FOOD SERVICE MICHELE PISHKO—ORDERS PAINT: T: 651-736-1629 SHERWIN WILLIAMS F: (651) 736-1644 TECHNICAL INFORMATION CONTACT: 800-321-8194 E: mmpishko@mmm.com u7 COLOR SAMPLES CONTACT: 800-382-6567 BOB SIUDA—REP. MARK WEINER, ARCH. ACCT. EXEC. T. (630) 548 9024 C: 617-438-1408 F: (630) 548-9026 C: 630-240-8802 AWNING FABRIC: rhsiudaC�mmm.com V) p 3M COMMERCIAL GRAPHICS DIVISION DRiVVE[ THRU HEADSETS: O m CINDY JENKINS (800) 444-8088 PRESS 1 3M FOOD SERVICE (n E: ccjenkinsl@mmm.com MICHELE PISHKO-ORDERS 15; o w DEB GIAM POLO-ACCOUNT REP. T: 651-736-1629 _ T: 800-714-9865 OR (860) 298-8782 F: (651) 736-1644 W E' Cn djgiampofoC�mmm.com E: mmpishkoQnmm.com I1 BOB SIUDA-REP, U PERSONA T. (630) 548-9024 w H T. 800-843-9888 OR 605-882-2244 F: (630) 548-9026 p F: 800-843-9890 OR 605-882-3521 C: 630-240-8802 Z LAURIE KOEHN-ORDERS rhsiuda0mmm.corn O ikoehn®persona-inc.com Z JOEL WILLIAMS—DIVISION MANAGER jwiIIlams@persono—inc.com ELECTRIC HAND DRYER; ARLON / SIGNTECH WORLD DRYER CORPORATION KEVIN MCKINLEY-NATIONAL ACCOUNT SALES CUSTOMER SERVICE-ORDERS 0 T: OFFICE: 843-388-1364, CELL: 843-412-1323 T: (800) 323—0701 OR (708) 449-6950 kmckinfey0orlon.com F: (708) 449-6958 ELAINE HALL—CUSTOMER SERVICE T. 800-854-0361 ext: 310 KITCHEN HOOD / EXHAUST: ehall0arlon.com CAPTIVE-AIRE SYSTEMS, INC. FRP PANELS: SHERRI LEE MARLITE: T: 813-782-4420 < 00^ F: 813—354—4825 CUSTOMER SERVICE—ORDERS T. 330-364-7561 Sherri.leeC�captivea ire.con' MAIN T: 800-334---9256 NANCY TUCKER—REP T: 781-341-2871 IN STORE TELEVISION_._ ND SOUND,_SYSTFM: G ntucker@marlite.com Q KEMLITE HI—TECH SOUND Q BOB KILBOURNE—ORDERS LIZ TALLON V 800 435-0080 X 8620 T: (800) 649--4487 OR (5i�8) 624-7479 0 7 M REFERENCE: NPP PROGRAM F: (508) 460--7882 KEiTH MCGRATH—REP CC) O T. 302-449-0715 COMING SOON BANNERS: Q KMcGrathC�4cemlite.com STRATO GRAFIX >-- LIGHTING FIXTURES: DAVE MACE or BRIAN HE;FFRON—ORDERS �" VILLA LIGHTING T: (800) 821-9948 OR -781-273-1530 MELANIE HURLEY—ORDERS F: (781) 272--7687 T: (800) 325-0963 brianh®strotografix.com F: (314) 531—$720 STEVE CHUNIAS—SALES REP. melonieh@villalighting.com FULL STORE WATER Fll-TRATION SYSTEM: STEVE DEMARIAS—REP. �— T: (508) 668-3159 BUNN—O—MAT1C CORPORATION steve@vvillolighting.com DAN SHIELDS—ORDERS HVAC DESIGN: T. (Soo) 646--2866 z F: (800) 286-6339 NCA CONSULTANTS/GROUP dan.shiefds@bunnomatic.c:om BILL GAUCH REFERENCE: CUSTOMER #323679 T: (877) 530-0078 STEVE KARVUNIS—BUNN REP. SHEET F: (727) 535-4900 800-637-8606 OR ncagroupC�Dcs.com CELL' 217-306-36�2 E: Steve.Karvunis@bunnomatic.com JERRY FITZGERALD—CUNO REP. 630-554-670 CELL: 630-886-3310 JFitzgerafd®Cuno.cor n FILE#: D04051 DATE: 04/06/05 PROD. MGR. J.R. C.M. B. FLANNERY iluJll CEILING MATERIAL SCHEDULE CODE MATERIAL MANUFACTURER PRODUCT NO. _ DESCRIPTION AC-22 VINYL PANEL ARMSTRONG _ __70 WHITE PREP AREA SERVICE AREAS AC-23 CEILING GRID ARMSTRONG 7:300 WHITE ALL AREAS AC-25 CEILING TILE ARMSTRONG� 2767 WHITE PUBLIC AREAS `-- _. _._ P-3Q PAINT SHERWN WiLLir tviS i'J 700g 1 X! <A WHITE GLOSS M DRI V E OFFI CEPREP AREA U TI LI TY TOILETSOr 8•_0" 9'-6" 8'-Q" 8'-0" —� THRU { iy P-30 `I AC-22 �� P-30 P-3Q ST-21 FINISH SHERWIN WILLIAMS i�j84-F82 I OVER 5T-23 Y 9 -6 ST-23 STAIN SHERWIN WILLIAMS j Sb{--3112-K `AUTUMN MAPLE AC-22 ;WP G � ! \\ LEGEND 10/03 ! i w w i I I I ' a I i o� o X ® Al Ki Al-P i i NOTE: LIGHTING IN TOILET{S) AND OFFICE IS TO BE SENSOR LIGHTING, VERIFY W/ OWNER. EQ. EQ. I I Al MET 2GR8-332A-120 ADV EEX _ p� j �4 2 X 4 RECESSED FLUOR. W/ACRYLIC LENS `t W ci ® W I j !` Al W/ GE F32T8SPX3O (3), 4' T8 32w, FLUORESCENT LAMP 00 Ld I I Q co a I I Al MET 2GR8-332A-1 -ADV-EEX N ® I I 2 X 4 RECESSED FLUOR. W/ACRYLIC LENS, W/ FLANGE KIT FCS24WU O fQ Q �— I Al—F W/ GE F32T8SPX30 (3), 4' TS 32w, FLUORESCENT LAMP Q I I ! EQ o EQ i i Al-P ME 2EP3GX332S361 -?2G-ADV-EEX _I ! w ; Al EQ. EQ. _ Al-P I� ����� 1 -�l 2 X 4 RECESSED FLUOR. W/PREMIUM PAR�=�CUBE uj�� I _.. ---- I I �. Al-P W GE F32T8SPX30 YIiAL IN ~ ?' FLUORESCENT LAMP r-M { -� -,�? 32w. r\ I W 8w z ! I COOLER Al-PF MET 2EP3GX332S361-120-A DV-EEX XV) ± Al-F --� I �. 2 X 4 RECESSED FLUOR. W/€'kEMIUM PARACUBE, W/ FLANGE KIT FCS24WU Oz(D ! i c� . ALIGN TRACK FOR D1 - _ d1' c7 I I �� I —", A l-PF W/ GE F32T8SPX30 (311, 4' 1-8 32w, FLUORESCENT LAMP 00< LIGHTS W/ CEILING GRID Q ! Q ®� ® m �-! ! ! , ; __ Al-PO MET 2E:P3GX332S361--1?_0-AD\/-EEX-OAO O � ! I - 0 i '_ RECESSED FLUOR. `� PREMIUM PARACUBE _ 2 X 4 REC S / n- � �} o i i Al-PO W/ GE F32T8SPX30 (3), 4' T8 32w, FLUORESCENT LAMP I Al Al-P W Al IP -I I �r OB F11, r� A3-P0 A3-PO MET EF'3GX232S181-120-ADV-EEX-OAO4 o I I 1 X 4 RECESSED FLUOR. W/ACRYLIC LENSii GE F32T8SPX30 (2), 4' 1-8 32w, FLUORESCENT LAMP oI- - j j O B HALO HF88OE-87OC ^N o AC-22 C-25 32W ELECTRONIC FLUOR. DOWNLIGHT, (LENS COVER OVER FOOD PREP) SOFFIT LINE I i B - { W/ GE F32TBX/SPX,) A/4P (1), 32w TRIPLE ?�JBE BIAX FLUOR. LAMP < I I �> Q TRACK HALO 4' & 8' LENGTHS 83N Al-P i Al-P Al-P Al-P #L652P, L651 P, L650P: L9n?!', L957P, L9OOP. i '08}, L9 - - TRACK AND PENDANT ;�DrYTf�F'S FOR FIXTURES C & D1 _ I o i Dl D1 HALO f 2�OEP/MSP5�34 c// 1 d 1► 24" SURFACE TRACK MOUNT I�:ENU FIXTURc 'h/ SAFETY LENS CENTER 'VC' MENU BOARD ON SOFFIT I �� r___ 4 IJ �4 O �4 FC DUAL 4' LOW TEMP FLUORESurNT FIXTURE PROVIDED WITH "PACKAGE ! AC-22 C-25 ! W W_ _ _ _ �� COOLER UNIT"/ALL. WIRING BY "ELECTRICAL CONTRACTOR - G HALO PM17 ^ ' 101 ® - - G EXTERIOR WALL PACK W/175w METAL HALIDE 1 4 Al—P Al—P A2 ! J SLC 852V - LAMP INCLUDED ® Q RECESSED SOFFIT FIXTURE W/ 175 METAL HALIDE q c _j ! oj TYPE "K" FIXTURE: INCANDESCENT PORCELAIN FIXTURE \ i Al-P O SPEAKERS RADIO SHACK B FULL RANGE SPEAKERS #40-1272 WITH WHITE ENAMELED GRILL #4.0-1225. I l>-7h �! Q i fox \ RUN WIRES TO OFFICE, VERIFY W/ OWNER. _ ...._, Al-P X Al-P �W W SUR CC2- V FURNISH AND INSTALL EXTERIOR EQ' © ! -EQ' >OW WITH SEALED LEAD CALCIUM BATTERY, (WP) IF OUTDOOR WATERPROOF 1 OR 2) LAMP ADJUSTABLE HEAD EMERGENCY LIGHT, WITH SEALED LIGHT, EMERGENCY WALL PACK LIGHTING W/ _ 1 1/2 HR. BATTERY LIFE AT EACH ! �04 O X X SUR Ls'X7QRWH I� EXTERIOR DOOR. 4Nf' ! ! I i e �. . .� ; WP ! LED EXIT W/ BATTER`' Q O C \ SALES . i j i j C - STORE AC MARS AIR CURTAIN - 800-��21-1266 O SERVING ——` ! . . J ! I J I J J ! �! ❑ I ❑ .'.'. ! DRIVE-THRU MODEL #E48C/(, -3, REAR DOOR MODEL #E48CHS-3, AREA AREA ! ! I ; ❑ ! ' SALES AREA WITH DOOR MICROSWITCH & HEATER SWITCH, FURN!SHED,BY . . . i MECHANICAL CONTRACTOR, INSTALLED BY ELECTRICAL CONTRACTOR. - -� / ; i AC-22 AC-25 II "1 -- - -- AC-25 vc 2 3 a VALUE COMBO 8c MENU BOARDS OVER SANDWICH CEILING JUNCTION BOX LOUVERED SOFFIT PANEL USE CAPTIVE-AIR 24 xS8� HOOD WITH 24"',STATION 50CFMI,N D.V.!LFAN U FOR WINDOW BAGEL SIGN, TF-1 Q PROVIDE 6' EXTRA WIRE. 2 X 4 BORDER WRAPPED IN WHITE COIL STOCK W TOILET EXHAUST FAN, NUT #8814, 100 CFM PATH FAN z �TEF-1 SEE DRAWING SHEET Iu9': FOR, DETAILS O REFLECTED CEILING PLAN TYPICAL SUPPLY DIFFUSER SCALE: 1/4" = 1'-O" EXHAUST FAN GRILLE €OR TaF#1 0® n 0-0 V -- BACK WALL � -`\�- STUD FRAMING TO /RECESS D (B) Q STRUCTURE ABOVE U y ! W Q FIXTURE OVER O 7 WORK AREAS % J � (TYP.) 7 � W 3" ELEV. 10'-0"� L � � Q '- -���-T�-_i �� �— ACOUSTIC PANEL `.. CEILING 1 5/16" MAPLE MOULDING ST-21 ST—23 �•1 " G.W.B. WC-z3 � � 2 x 8" HEADER SCHEDULED FINISH ON 1/2 CDX PLYWOOD BEHIND G'fF'. BGi• �I REFERENCE LINE FOR SOFFITS ! ! 1/2-GYPSUM BOARD to a Un ° e Ljj ul o r• 2 x WOOD FRAMING " 2" x 6" HEADER SCHEDULED FINISH ON - -"--- CROSS-BRACING - 2" x 4' BOTTOM 1/2-GYPSUM BOARD ELEV. 6 -10" ___jjj6. SCHEDULED FINISH ON _ SHEET 1/2-GYPSUM BOARD 1 5/16" MAPLE MOULDING S!-21 HOLLOW METAL FRAME STUD WALL ST-23 00 WITH COMPRESSION I_..._.....- .. ---......-3-2-- -- — G.W.B.ul P-30 5 5/8" ANCHOR AND ADJUST- FINISH PER INTERIOR ELEVATIONS ADDED 3/4" END FINISH PANEL TENNIS WHITE OR HEAD JAMB MENT SCREW HEAD JAMB JAMB DISPLAY CASE CASEWORK 7 5/8" FILE#: D04051 1 DETAIL rf DETAIL D E T A I L 4 BACK BAR SOFFIT DETAIL. DATE: 04 06 05 A 2 SCALE: 3/4"=1'-0" A 2 SCALE: 3/4"=1'-0" A SCALE: 3/4"=1'-0" A 2 SCALE: 3/4"=V-0" PROD. MGR. J.R. C.M. B. FLANNERY �J �1 1iG L 4 o �' D R I V -- - OFFICE- I;-- PREP AREA 7---UTILITY TOILET E , THRU T-22 , I I I II II II - co I i cfl II a II tI I � I I I I I'7 DOOR J N ' --Ig� I WALK - I I �� X�N ! ' WALK— ' ' COOLER � � o�� II II m , I I o � II n Lo I I I 0 0 II I I II II I II I I II II `p i ' � I 0 . t y =v� I i L0 I o T—22 ; T-21 < \ SERVING- SALES C — STORE 0 1 1 1 z C) AREA AREA SALES AREA ® m � II T-22 T-21 i T-21 5; O w Ltd 1— to X a. cn cy— J tJ Q W F:-- FLOOR TILE PLAN- SCALE: 1/4" = 1'-0" NOTE: TILE CONTRACTOR TO INSPECT FLOOR FOR RESIDUE FROM PREVIOUS TENANT AND APPLY CLEANERS AS NECESSARY FOR PROPER TILE ADHESION. p N . .. W Q TILE NOTE o "o sl � I 0 —�-° � x a- w START POINT OF TILE PATTERN Ca m O 1 U O z ¢ t � CERAMIC TILE BY G.C. QUARRY TILE BY G.C. 0�" ! T—21 T—22 ---FRONT LINE CASEWORK COVE BASE COVE BASE STRAIGHT BASE FLOOR FINISH PLAN n -I B-21 B-22 B-23 0 5'± FLOOR FINISH MATERIAL SCHEDULE � ' a SALES PREP AREA 5A -H � CODE MATERIAL MANUFACTURER PRODUCT NO. DESCRIPTION/REMARKS _j LLB 6" x 12" UNPOLISHED DARK B-21 TILE COVE BASE KEOPE SERIES. jAI`'URA (DARK) B-22 TILE COVE BASE METROPOLITAN 507 r'IJRITAN GRAY 6" X 6" BASE BY EQUIPMENT A MANUFACTURER B-23 11LE STRAIGHT BASE KEOPE SERIES: JAPURA 6" 12" UNPOLISHED (DARK) SHEET 1 TILEB /ASEA DETAIL. G-21 GROUT LATICRETE #24 NATURAL GRAY — WITH T-22 G-22 GROUT LA11CRETE #45 _ RAVEN — WITH T-21 0 �_A 7J SCALE: 1"= 1'-0" T-21 SALES FLOOR TILE IKEOPE SERIES: JAPURA I SERIES:JAPURA (DARK)-12"x12" FILE#: D 04051 T-22 PREP AREA QUARRY TILE I METROPOLITAN 1 507 PURITAN GRAY 6" X 6" DATE: 04 06 05 NOTE: PROJ. MGR. J.R. OMIT BASE BEHIND DISPLAY CASE. C.M. B. FLANNERY 0 u ALL --� VA ( ( - -- - COOLER FRONT WALL (� 46'-0" ............... ........ ...._ .. .. .. J -- -- ,�- --- COOLER FLOOR TO BE 1 DROP WALL 8" FOR SLAB, i LEVEL W/ TOP OF SLAB 0 2 " A A4 COOLER FLOOR TO BE AT SAME 4 � � HEIGHT AS STORE SLAB. 3"'(TYP.) ------- - ------ ---------- ------- -- - _ --- ----- ------- ----------- -- - --- - ) 00 l i � I �-- DROP WALL 4" I - 12" ! FOR SLAB 80>, --- i TYPICAL 1/2" x 10" ANCHOR � � . _ q" ,ONCRETE SLAB REINFORCED j ! I BOLTS OR QUICK BOLTS, SET I 1 IN 6" AT DOORS; OTHER BOLTS TO BE ® 32" O.C. 10" CONCRETE FOUNDATION I W/ 6X6X6/6 W.W.M. WALL W/ 12" x 22" CONT. f CONCRETE FOOTING. 00 00 N 4 DETAIL A4 SCALE: 3/4"=1'-0 Ld I I A4 F ! < jQrn j I o. Xtn N! 12'-6" 3'-0" --is>_4" CON m�� 1- #5 T. TOP AND BOTTOM - --- - Q I VERIFY ALL COOLER m -----� �- ---- DIMENSIONS BEFORE A4 4" CONCRETE WALK, 3000 PS1 C;ONCF'I TE; O i a Q POURING FOUNDATION. ; O TROWEL FINISH; PITCH FROM BUILDINGS 1" MIN. ! ! I ! - - M �I 6 x 6 - W1.4 x W1.4 W.W.M. � i------- -} PITCH AWAY FROM BUILDING --? of i 2x6 WALL-- i 1 ', "}I 36x36"x14" DEEP-J 36"x36"x14" DEEP-- i ' CONCRETE FOOTING CONCRETE FOOTING SEE DETAIL 3/A4 ' SEE DETAIL 3/A4 f I � i SAWED CONTROL SAWED CONTROL I JOINTS TYP. (U.N.O.) JOINTS TYP. (U.N.O.) • /� QLJ j DROP WALL 8" FOR SLAB, WELL COMPACTED SUB ERAS£. COOLER FLOOR TO BE AT SAME o 4" SLAB—ON — GRADE HEIGHT AS STORE SLAB. 2 w/6x6—W1.4xW1.4 W.W.M. A4 w/ 6 MIL VAPOR PROOFING MEMBRANE - - ! a 1' I ELEV. O'-0" I DOWEL #5 ROD X 14" LONG ' I I .. �. DRILLED AND GROUTED 6" INTO WALL. ` Ea --- 10" CONCRETE FOUNDATION R WALL W 12" x 22" CONT. A4 �` ; / TYPICAL 1/2" x 10" ANCHOR CONCRETE FOOTING. ` t : DROP WALL 4"- BOLTS OR QUICK BOLTS, SET FOR SLAB IN 6" AT DOORS; OTHER BOLTS " " TO BE ® 32 O.C. j 4 x5 DEEP CONCRETE K�5 SIDEWALK DETAIL SHELF - SEE DETAIL 2/A4 3/4,> _ >> 0» - --- --------------- - -----. ----- ---- - ----------- --- SCALE- — — LO E.__ ___ 3"(T YP.) (SEE SITE PLAN BY OTHERS) w 0 i--- --- -- ----- _I 4 ------------ -- 3 0 13 (TYP.) (TYP.) A4 ! ! DROP WALL 4" A4 DROP WALL 4" ! `� ! FOR SLAB FOR SLAB FOR CONCRETE WALK, SEE SITE PLAN ROVIDE 1 1BY"OTHERS i 0 m � I ! LEDGE OR DOWELS Lc END. I---------- --------J " Z w i ! -- --- ---- ------------- CAD 24 O.C. � p I FOR WALK TIE. - LINE OF NEW FOUNDATION W----- ---- -- - - i -- - - ------ - LINE OF NEW FOOTING — — L ----------------------_..---_. — — — ----------.— U 1 U) I A4 w ~ Z 10-9 _ _H FOUNDATION NOTE �....._-.... - --- - - ------ -- 24'-6 1. REST ALL FOOTINGS ON FIRM NATURAL GRANULAR MATERIAL FREE 46'-0" _.__._._____...._.__._..._......._.._...._..._......_._. _._... FROM TOPSOIL, SUB SOIL CLAY, OR ORGANICS HAVING A MINIMUM - - SOIL BEARING CAPACITY OF 1 1/2 TONS SQ FT. MECHANICALLY FOUNDATION PLAN- COMPACT SUBGRADE BEFORE FORMING FOOTINGS. PAY SPECIAL CAPE TO COMPACT FILL Al. COOLER UNIT TO AN ENGINEERED 95%. 2. ALL FORM TIES TO BE REMOVED BELOW EXTERIOR FACE OF WALL. SCALE: 1/4" = 1'-0" 3. ALL TIE HOLES 1-0 BE FII t E-D WITH CEMENT GROUT AND COVERED WITH A SMOOTH LAYER OF ASPHALT ROOF CEMENT. NOTE: SEE ELECTRICAL AND PLUMBING DRAWINGS FOR LOCATIONS OF UNDERSLAB CONDUITS, Q 0 PIPING, FLOOR DRAINS, ETC.. NOTE 1. GENERAL CONTRACTOR TO PROVIDE FOP. P.O.S SYSTEM AS SHOWN ON __ 1" HIGH "R" RIDGID INSULATION - -6" ELECTRICAL DRAWINGS OR, AT MINIMUM THE FOLLOWING CONDUITS; 0 q p CHAMFER ® TOP 3/4" (TYP.) A) 2 1/2" I.D. FRGM 4"x4- x3 JUNCTION BOX LOCATED BEHIND V) 40 ,«y i OFFICE DESK UP WALL TO ABOVE CEILING; Q __ --------------- ----------------------------- °� B) FROM A HUB LOCATED IN THE FRONT LINE CHASE UNDER SLAB 0 � --- _T - j TO BACK WALL PROVIDE 2 1/2" I.Q. CONDUIT WITH 2'-0" SWEEPS O Z = ° i ° i` AT ENDS. TERMINATE ABOVE THE CEILING, o° `' { C) A 1" I.D. CONDUIT FROM BEHIND THE DRIVE THRU CASH STATION p O / j t UP WALL TO ABOVE CEILING--USE 2'-0" SWEEPS AT BOTTOM TO Q 0 0 � i{ p' SIDE NEAREST FRAME WALL IF WINDOW BEHIND PROVIDING CHASE }. _ AS REQUIRED SO NO `r?ARING BE LESS THAN 2'-0" RADIUS. � - o -I " _.-. %o i i�i STEEL POST D) 2"x4" ELECTRICAL BOX 6'-0" A.F.F. V,;'ITH 1" CONDUIT IN WALL TO � 4' CONCRETE SLAB REINFORCED - ee) 4 CONCRETE SLAB REINFORCED f I x " " r� WITH 6x6xfi/6 W.W.M. ABOVE CEI�IhG. Ck-N ER ,2 x32 x3/4' PLYWOOD BLOCKING IN T- WITH 6x6x6/6 W.W.M. o ° IT 2 5 RE-RODS ' " WALL FOR 1/DL� UNIT ° # . � - ! TOP TOP OF SLAB TOP AND BOTTOM O BOTTOM I 2" RIGID INSULATION AT ALL PERIMETER — 2" RIGID INSULATION AT ALL PERIMETER - - NOTE THAT THE ED CI tiJA1 CONNECTION i ENG l i BETWEEN A VDU(S) IN WALLS 4'-0" HORIZONTAL AND o 0 WALLS 4'-0" HORIZONTAL AND AND ITS DEDICATED CPI! !S ?5'-0" ANG ONE TELEPHONE JACK IN — " VERTICAL. ° I WAH VERTICAL. ° OFFICE TO BE AN ISDN LINE. No DUiJK1N' DONUTS 1F NOT t 2' o REGIONALLY AVAILABLE. `J ' i 2. PROVIDE PLUMBING AND FLOOR SINKS UNDER SLAB AS REQUIRED 0 W 6" COMPACTED GRAVEL - ---- 6" COMPACTED GRAVEL -- -----•-��-� ••-•- - ' ' UNDER FRONT LINE CASEWORK. SEE CASEWORK DRAWINGS BY OTHERS 6" °r10", 6" 6" ° ��"p 6° FOR LOCATION OF COMMON CHASE IN CASEWORK. FLOOR SINKS SHALL __.__ _. BE PLACED DIRECTLY UNDER CHASE. SEE PLUMBING PLANS. oI V o of Q _- SHEET _I O i 36"x36%14" DEEP CONCRETE FOOTING d --! \ NOTE- "P'0 S"• ALL POWER OUTLETS FOR P.O.S. DEVICES ARE DEDICATED CIRCUITS WITH THIRD WIRE 3 #5 RE-RODS 3 ##5 RE-RODS 5 - ##5 REBAR EACH ISOLATED GROUND. AN IG IS AN INSULATED WIRE, SEPARATED FROM ALL OTHER GROUND WIRES, WAY ON BOTTOM RUNNING BACK TO THE: BUILDING MAIN OR COMPLEX POWER PANEL. NEMA L- " _ 1'-10" _ . USE OF IGNDUPLEXDARD 5OR5QU DPLEX OUTLETS: (I.E., HUBBELR I.G. FOR THE RECEPTACLE AND L IGC-5262, iG---5362 OR EQUIVALENT). T�1cAL TYPICAL � FILE#: D04051 TYPICAL WALL SECTION- 2 TYPICAL WALL SECTI ON 3 DETAIL PROJ. MGR.6J.R5 A4 SCALE: 3/4" = 1'-0" A4 =SCALE: 3/4" V-0" A4 SCALE: 3/4"-1'-0" C.M. B. FLANNERY 0 uU` L�C Imo! C I� 12 8 �- 12 6.5 �... 1 x2 & 1 x1 Q FASCIA 00 6" COMMERCAIL GUTTER CD WHITE ALUMINUM N 1x3, SCREEN VENT, 1x6 4'_O? i SOFFIT � 1'— TRUSS OVERHANG 1x10 FREEZE 1/BED MOLDING uJ BLOCKING ® CEILING �ml\ GYPSUM FULL HEIGHT �I 3/4" CDX PLYWOOD ALL FOURZ p � SIDE, 1 x3 STRAPPING ENTIRE �! CEILING I m map 2x6 MID HEIGHT BLOCKING o CC Q_§� 24 P.T. SHOE - i --- FASCIA BUILTOUT ON 1/2x7' MINIMUM 2 SECTION 1 x8 & 1 x2 FASCIA; PROVIDE: VENTED DRIP EDGE _-..._ DOUBLE 4, 8" VINYL SIDING, TYPICAL A5 SCALE: 1/4"=1,-0" 1/2" CDX PLYWOOD, BLOCk- HORZONTAL SEAMS 3/4" T&G PLYWOOD, GLUE AND NAIL --- 8 1/2" R30 CATHEDRAL INSULATION LAP MEM3RANE ROOFING UP WALL >2';� ' •_ � USE PftOPERVENT AS REQUIRED TO \ COVER W/36" ICE&SNOW SHEILD HELD r MAINTAIN AIRWAY UP 12', START SIDE @ 12 LINE S HEAVY ALUMINUM DRIP EDGE � � ' _.,.. 4x4 CANT ti ��1 STRIP �* r 1X 10 TRIM h�: •. 12 x �/ 2x8 BLOCKING M {: 6. = - .-.-:� --- 1 1/8" x 8" BAND (RIP 9 1/" LVL) f, 4 12 MEMBRANE UNDER y �/' l ' ! 6.5 1 t ri (2) CORA VENT SC12 aY - - - -- (MAINTAIN AIRWAY) FULL 1x4 NAILER yr - RIPPED FREEZE, BOTTOM TO r r MATCH PITCH ROOF FREEZE 4'LO�� W12x22 - _ Q t O LLJ SECTION SCALE: 3/4"=1'-0" V) O Q Z >-. m I ' r � z W O i a- (f) ry 1 l V Q 1 l i i WF-- 2 z A5 I j z TA,'= 0 - --_. _ 4'.-_p ... 1 I I I I 1 l SECTION A5 SCALE: 1/4"=1'-0" 0V Vn N i- Ir Z a O Q V) O � ^ i U L j a ohs � m � � O O < < s � o { � Lo Z O U W Cn SHEET 0 FILE#: D04051 DATE: 04 06 05 PROJ. MGR. J.R. C.M. B. FLANNERY 0 0111 1,, c= 48'-0" TRUSS SPAN 6.5/12 ........................ 46'-0" BUILDING 18'-0" LAYOUT 0 24" O.C. 1 —0 1 —0 LAYOUT 24"O.C. 7-- FLAT ROOF 1 3/4"Xc J/ LVL @ 16"O.C. 0 TF Li 00 to I AC-1 I A,--2 C,4 0 L < a L M L-1 i JIL 0-> L x z CN 0 cr M< m I 00 L 0 Wi 2x 2 a_ L0 CUPOL POINT L LOAD 0# L E== n: j i L CIE L I WlOx?7 STEEL BEAM/ 3 1/2"x3 1/2%1/4" THICK TUBULAR STEEL COLUMN L TYPICAL, 2 PLACES L F L TRUSS "TAILS" HUNG ...... TO GIRDER L 41 Lo 0 TRUSS MANUFACTURER TO FURNISH DESIGN 18'-0" (T.C.L.L. 35# REAR, 55#FRONT oANDSHOPDRAWINGS OF THETRUSSED ROOF, WEB PATTERN SHOWN IS FOR ILLUSTRA71ON ONLY, DESIGN LOADS ARE: GIRDER TRUSS cn 00 35# P.S.F. >- GIRDER TRUSS -1 DROP ENTRY GiRTS/ROOF 18" LIVE LOAD TOP CHORD ALL TRUSSES 0 Lo 4 LIVE LOAD TOP CHORD ADD @ VALLEY 20# (55# TOTAL)P.S.F. — W DEADLOADTOP CHORD 10# P.S.F. (2) 1 j-"xi I J" LVL ...... 5: z ------- 2" BLOCKING @ 24"O.C. LIVE LOAD BOTTOM CHORD 0# P.S.F. 0 GIRT, SPACE 20# P.S.F.* uj p V) SPACED 2" (5 2 INSIDE LVL BUTT FRONT DEAD LOAD B0170M CHORD V) "TOTAL) - 8'-6" 7'-0- DESIGN TRUSSES FOR HVAC AS S,,HOWN 2'-4" CIFAR LVL FULL LENGTH 4 < J-Xj 7 24'-0" OUT TO OUT GIRT SPACING FOR ,7 K HVAC. BLOCK ALL PLYWOOD. V) s" LVL Lli (2) 1 1 (2) FRONT LVL BUTT SIDE DATA GIVEN FOR CARRIER HVAC. VERIFY W/HVAC 26'-0" TRUSS SPAN T GIRT, SPACED INSIDE:- CONTRACTOR PRIOR "1'0 ACTUAL CONSIRUCTION. FOR 5 4" TOTAL) 6x6 P. F. POST; AB66 BASE; .3 (2) ACE66 OR 2.5 CLIPS NOTE: POST TO HEADER 1 1. FRAMING LUMBER SHAH BE SPRUCE—PINE—FIR #1 SOFFIT TO BE 3/4" GlS IVIDO PLYWOOD; USE (6) 5/8"x6 LAGS (2 ROW) Fb = 1000 PS1 E = 1,200,00 GLUED AND NAILED TO TRUSSES ROOF FRAMING PLAN- SIDE TO EACH FRONT HEADER; (3) 2. i—JOISTS & L.V.L. BEAMS SHALL BE AS *8" FRONT TO SIDE INSIDE MANUFACTURED LOUISIANNA—PACIFIC, PORILAND, SCALE: 1/4" V-0" OR OREGON (LPI) OF' BOISE CASCADE kfBCl). 3. STRUCTURAL STEEL SHALL BE ASTM A36 AND SHALL BE Z FABRICATED, PAINTED AND INSTALLED IN ACCORDANCE WITH < THE LATEST A!SC SPECIFICATIONS. < 00 HVAC FLANGE 0 (jo) < TRUSS NOTES 0 c� < 0 1 x 4" P.T. NAILER 1. TRUSSES SHALL BE DESIGNED IN ACCORDANCE WITH THE DESIGN SPECIFICATIONS FOR METAL PLATE CONNECTED WOOD TRUSSES TPI-85 m CONSTRUCTION. c) 7v :0) FLASHING BY AND THE AMERICAN INSTITUTE OF TIMBER 0! ROOFING CONTRACTOR < < 2. WEB MEMBER LAYOUTS MAY BE VARIED FROM THAT SHOWN TO SUIT > < MANUFACTURERS STANDARDS. TRUSS TOP CHORDS SHALL BE 2X6. RIDGID INSULATION 0 ry BOLT FLANGE TO CURB CONTRACTOR SHALL PROVIDE AND INSTALLALLERECTION I CANT STRIP 3. THE GENERAL AND PERMANENT BRACING MEMBERS AS SPECIFIED BY THE MANUFACTURER IN ADDITION TO THAT SHOWN ON THE DRAWINGS. INSULATION ADHERED MEMBRANE 11 < UP TO TOP 4. THE GENERAL CONTRACTOR SHALL PROVIDE AND INSTALL 1X3 STRAPPING 0 MEMBERS 8D RING NAILED TO THE UNDERSIDE OF ALL TRUSSES AT 24- O.C. STRAPPING LINES SHALL BE CONNECTED TO GABLE END WALLS AND TO WOOD LEVELING 2 x 7. 0 Lij (IF REQUIRED) BY INTERIOR PARTY WALLS. GENERAL CONTRACTOR 5. TRUSS DESIGNS AND DETAILS SHALL Bc7 SUBMITTED TO AND SHALL BE 1--l-111" RIGID INSULATION APPROVED BY THE ENGINEER BEFORE FABRICATION BEGINS. TRUSS DESIGNS NOTE: SHALL BEAR THE SEAL OF A PROFESSIONAL STRUCTURAL ENGINEER REFER TO H.V.A.C. DRAWINGS FOR 3/4" EXTERIOR GRADE REGISTERED BY THE COMMONWEALTH OF MASSACHUSETTS. SHEET CURB SPECIFICATIONS AND SIZES. T + G PLYWOOD SHEATHING 6. CONNECT ALL WOOD TRUSSES TO STUD BEARING WALLS WITH 18 GA. HVAC CU RB DETAIL. GALVANIZED TRUSS CLIPS TYPE H-1 BY SIMPSON CO. INC. 7. TRUSSES THAT ARE FLUSH FRAMED 'TO TRUSS GIRDERS SHALL BE 0 A SCALE: 1 1/2" V-0" CONNECTED WITH GALVANIZED METAL HANGERS SIZED AND FURNISHED BY THE TRUSS MANUFACTURER- FILE#: D04051 DATE: 04/06/05 Ill V1111, 0 G1 PROD. MGR. J.R. kCLLM- B. FLANNERY 0 ® �: NOTE: PATCH AND REPAIR EXISTING r �, PROVIDE DUPLEX RECEPTACLE IN j---CENTER 'VC' MENU BOARD WALL AS REQUIRED BEFORE SOFFIT FOR VALUE COMBO BOARD i ON CASH STATIONS APPLYING NEW FINISHES 5/4" ST-21 27 1/2" 27 1/2" 4'_g^ 27 1/2" 27 1/2" VDU ON THIS WALL. WALL COVERING - --- —_ -- ' VDU ON 'THIS WALI.- WG"2 ST-23 r �� VERIFY LOCATION WC-23 OR WC-26 TOP OF CHAIR RAIL - 4-6"._ _ ^It- 1,, 1 "' WI11i OWNER. VERIFY LOCATION 12 112 12 �- WC-23 FRP-23 WITH OrVN�R. - _ 2-10 A.F.F. OAK CHAIR RAIL - --- - -- -- - - ST-21 1f`2" G.W.B. i r Lilim ST-23MB MB VC i i MB ON WALL !^!/ WC-24 A251�1SEE GHAIR RAIL DETAIL 5 1/2"P5°LJL- - .-.i S.S. A6 M13 M14 M17 �i -I 6" LAP 6" L P (-- DAIRY _® ®� PLASTIC LAMINATE i I FRP-23 FRP- 3 I .C.B. 1 -_ l r--- r�A10 ,n I o MAIN POS G �; 1 r� r-i I I I I 11 IIBREWli (DUAL SINGLE I IMICR01 I E I I- 'MICRO PL-21 ��i IM22 ESPRESSO COOLATTA SOFT A20 0. RA J I.C. DISP. r--� �-��� r-tr--�'HEATjr SERVERS I ICRDII - -� - _ OAK CH +.lR IL z _ ^ I 1 I I I I I I ! 1 I ! I A18 t' 1'-6" - - TILE COVE BASE --- -- 1 STAIN >; 1 6 1 --- - ---- M21 I r' r9 I I M361 A38 A10 Ai I p -CHAIR RAIL SINK 1 1 1®I I I I I 1 ® I I I A18 i®1 11 ® I!®Ir-- r--i ® ,� SINK WARMER( + _� 8-Zl i AND CLEAR COAT ST-21 � -; — - — L_� _L_u_1 L--�--- Lam- �L-- -L T----- - ___..-�- _I -1 OMIT WALL COVERING F- T r- r-- --�,- = i =v= _ BEHIND CASE TO LINE 1 I I FL -1-'-i- 'i-_� I ! r _u I�i_EL F I ---_------- i._ �j _ _ ^-_.�I-__-_ _. 1 WALL --- ---- 1 I !r---�I IDELFIELDI I r--_-� I S.S.S.S SOFT ELFIELD ELFI�LD f I - i A; II----Al A3D I �� I i SUGAR HEAT �_ 8_�il It cis A19 A21 A23 p--�I ICE III UCR I I I I I II UCR I!! UC,R �= I A� I GRNDR 1 IF WALL DETAIL CH AI R RAIL. DETAIL j 2°-4 1}�2" ! I -30 1i iCADDY I I A®6 I I !®39M401 jfA4 A2LTYP . SALES _ - T' , t ' ----.------t-.__- 3>_0" SLICER SLICER >, SCALE: 3 -0" PL-21 B-21 `.�_. _ 8-22 BEV co -CTR. B'-6" D.T. COFFEE D.T. P.O:a. PRINTER / i N -- LINE OF CASEWORK — SCALE: � 4 =1 -0 � OMIT TILE BASE BEHIND DISPLAY CASE STATION STATION TOASTER 0 CHAIR RAIL IS 5/4 x 5 1/2 OAK Q BACK BAR ELEVATI ON WITH A 3/4 CHAMFER. g SALES E LE VA TI O N ( TYP . K� SCALE: 1/4" = 1'-0" KI d Q Q SCALE: 1/4" = 1'-0" ~ I oE(oM< ci m00 O NOTES: ALL SHELVING AND HARDWARE SUPPLIED -- 2" x 2" STAINLESS STEEL AND INSTALLED BY GENERAL CONTRACTOR ANGLE CORNER GUARD -- G.C. TO INSTALL 1/2" PLYWOOD < C 4 F N TYPICAL INSTEAD OF GYPSUM BOARD AT 6'-0' LO G, GENERAL CONTRACTOR SHALL PROVIDE r\-/` 6 y K� t ALL OUTSIDE CORNERS POT SINK ADEQUATE BLOCKING FOR ALL SHELVING PROVIDE 5/8" PLYWOOD SUB`IRATE FROM e ' --� IN OFFICE 4'-6" A.F.F. TO 6" ABOVE CEILING. ON G.C. TO FABRICATE 3 sed SHELF FOR H.W. HEATER F g � FRP-22 THIS ELEVATION r- _.-__ ---, 4'-O" 3-0 �- ss, LY a --- - - ---- -- WHITE MELAMINE -- , r r---------r--------i P-30 FRP-22 SHELVES W/ BRACKETS FRP-22 I HW I it POT RACK II: '' I I PAPER - , --�_=___=__'-'�� ==_�_ ► t I ON STANDARDS TYP. I I TOWELS ' - -71 II L--------L--------J i� FRP-22 PLASTIC LAMINATE OVER _ SOAP- 'r , 2 a M 2" I I I �? ,� _! , PLYWOOD DESKTOP, -� IFRP-22 < i ADJUSTABLE I i o Q BRIGHT WHITE i 0! r--------7 --------y - �� SHELVES I I i °'�- _ PIN EDGE ! ------------� I I I I PAINTED �I ST-21 00 ai oo r o E PA � I ' tv -------- ► -------- l --------a ST-23 N P-30 ANGLED PLASTIC _ _!? " 6 1 it R I _-- - - LAM. KICKER, { 11 11 I I -- I I �t HAND 1 h---'1__ _ it F -- - I -- BRIGHT WHITE i ram. O SINK 11 POT SINK _ � N; V 1 -- \ -- ` 1 , B-22 - B-22 B-22 MOP SINK 0 m � o V) I E ELEVATION ( TYP . � U TI Ll T y ELEVATION( TYP •PREP AREA STORAGE ELEVATION TYP . OFFIC SCALE: 1/4" = 1'-0" SCALE: 1/4" - 1'-0" SCALE: 1/4" - 1'-0" z ROOM FINISH SCHEDULE ROOM NAME FLOOR BASE WALL CEILING NOTES CODE CODE CODE CODE SALES AREA T-21 B-21 B-23 * AC-25 * SEE INTERIOR ELEVATIONS DRIVE THRU T-22 B-22 FRP-23 P-30 _ SERVING AREA T-22 B-22 FRP-23 AC-22 TOILET T-21 B-21 * P-30 - 4x4 WHITS FLORIDA TILE, •� ORANGE &: 'BURGUNDY BORDER � r n OFFICE T-22 B-22 FRP-22 P-30V�J PREP AREA T-22 B-22 FRP-22 AC-22 f- ® Q WALL FINISH MATERIAL SCHEDULE - C3 < z Q W CODE MATERIAL MANUFACTURER PRODUCT NO. DESCRIPTION O r O �. Q B-21 TILE COVE BASE KEOPE SERIES: JAPURA 6"X12" UNPOLISHED DARK �! ! Uf B-22 TILE COVE BASE METROPOLITAN 507 507 USE WITH T-22 TILES PURITAN GRAY U W B-23 TILE STRAIGHT BASE KEOPE SERIES: JAPURA 6" x 12" UNPOLISHED DARK _ USE ® KICKPLATE 0 � O � • W cn FRP-'__1 FRP-22 FIBERGLASS MARLITE P-100 WHITE PREP AREA, OFFICE & UTILITY '� < W - FRP-23 \ �^ ST-21 FULL HEIGHT �. �� ST-23 FULL HEIGHT REINFORCED TYP. ALL WALLS � TYP. ALL WALLS FRP-23 * POLYESTER PANELS MARLITE P-118 ALMOND SERVICE AREA, RESTROOMS O NOTE: IF FRIALATORS OVENS, USE CLASS "A" MATERIAL, � � O SOAP D SPENSER�D I MIRROR HANDICAPPED P-29 PAINT SHERWIN WILLIAMS SW 6113 -�- INTERACTIVE CREAM ALL WALLS GRAB BAR - LAVATORY HANDICAPPED - ' t � ��:� �� GRAB BAR F P-30 PAINT SHERWIN IMLLIAMS SV�I 7006 _ EXTRA WHITE W TOWEL QA LAVATORY P-34 PAINT SHERWIN iMLLIAMS SW 6363 GINGERY (METAL DOOR JAMBS & HARDWARE) W RECESSED MOULT - " -i %� DISPENSER SANITARY NAPKIN 12 MAX' o U / �' 6" 3'-6 `\ 3'-0_`._- PL-21 PLASTIC LAMINATE FORMICA85913-58 "RASPBERRY VINAIGh:ETTE" MATTE FINISH (WAINSCOT) DISPOSAL (WOMENS _ _ } -- --. RESTROOM ONLY) \!� \x. TOILET PAPER o�L� _ - ST-21 FINISH SHERWIN 1NILLIAMS V84F82 OVER ST-23 B , a �t X is ------II ST-23 STAIN SHERWIN WILLIAMS SW' 3112-K AUTUMN MAPLE DISPENSER i I " I ¢ TOILET EQUIPMENT SCHEDULE o XI o�i ---- � I ! �� TOILET 1 -3 �� in i Q 1 ! ! V-7" `t �,� iD 1` >I- MIN I N WC-23 WALL COVERING SURFACE MATERIALS L1BW21 FRENCH VANILLA SHEET N L _-_J ITEM DESCrZIP110N MANUFACTURER & P�OUNIING HEIGHT REMARKS A GRAB BARS BOBRICK B-5806X42 36"_ MAX. A.F.F. NOTE C PEENED GRIP & POLISHED ENDS WC-24 WALL COVERING RIGHTER CROUP DD300 COFFEE CUP ICON WALLPAPER 3'-0" `-rTOILET -1'-1" x 4'-6" x 6" DEEP B TOILET PAPER DISPENSER BOBRICK B288 _ 24 A.F.F. NOTE _C_'SURFACE SURFACE MOUNTED DECORATIVE WALL ON SALES AREA __ RECESSED TOILET CABINET, B 21 B-21 C COAT HOOK (HANDICAPPED BOBRICK 8-671 48" A_F.F. - __ DOOR MOUNTED WC-25 WALL COVERING RIGHTER GROUP 025429A DECORATIVE SWIRL BORDER POSITION BETWEEN BETWEEN WALL D SOAP DISPENSER BOBRICK NOTE A, C MATCHES DD300 & DD100 SALES AREA BELOW CEILING STUDS, MAX. PROJECTION _ _ 4" INTO ROOM, 1 PER TOILET NOTE: E HAND DRYER OPTIONAL NOTE A.F.F.0 SEE ELECTRICAL DRAWINGS G.C. TO SUPPLY SINKS WITH F MIRROR _BOBRICK B-21fi5-2436 40" F. TO BOTTOM _ _ WC-26 WALL COVERING RIGHTER GROUP DD100 WALL PANELS FOR SALES AREA FILE��tt D04051 TO MATCH DD300 ri'- PUSH-DOWN FAUCETS NOTE G TOILETELEVATIONS TYP . NOTE A: OPERATING CONTROLS OF" ALL HAND DRYERS, SOAP DISPENSERS AND MULTI PURPOSE UNITS TO BE 42" A.F.F. DATE: 04/06/05 SCALE: 1/4" = 1'-O" NOTE B: G.C. TO FIELD VERIFY ALL SIZES. PRO,J. MGR. J.R. NOTE C: PROVIDE BLOCKING FOR ALL WALL MOUNTED FIXTURES AND ACCESSORIES. C.M. B. FLANNERY C6 ......------- ASPHALT SHiNGLES, TRIANGULAR LOUVRE VENT, v CUPOLA BY BROSCO, HYDE PARK 1%m - OVER FELT PAPER & TO MATCH PITCH OF ROOF, #2969, CUT -1-0 FIT PITCH OF PAINTED FABULOUS GRAPE 5/8'" PLY SHEATHING ROOF, PAINT PARIS WHITE - CONTINUOUS RIDGE VENT FIBER CEMENT CLAPBOARDS & TRIM 12 0 COMMERCIAL ALUMINUM GUTTERS, TIYP• Christy s ELEV. 10' AFF Ift Ah Am IML In a A, zn� COOLER \4r CEILING HE ,."3-HT-� BEYOND 00 0 L is < lo 1. r < x- '7 0 NO m< C) .0' Y ASPHALT SHINGLES CUPOLA BY BROSCO, HYDE PARK------ ------- H ELEV. 0'-(. OVER FELT PAPER & #2969, CUT TO FIT PITCH OF ------ - 5/8- PLY SHEATHING ---R-POF, PAINT PARIS WHITE „wp4 - � �-� FIN. FLOOK /- CONTINUOUS RIDGE VENT ALUMINUM DOWNSPOUT PR. 3'-O"x7'-O" ALUMINUM 1" INSULATED GLASS @ LINE OF CONCRETE & INSULATED GLASS DOORS WINDOWS, PROVIDE ALUMINUM SIDEWALK & TRANSOM, BY G.C. WINDOW GRILLES IN UPPER WINDOWS, TYP. F R% ON T ELEVATION CLEAR-ANODIZED ALUMINUM STOREFRONT 1x8 & 1x3 RAKE EACH SCALE: 1/4"=1'-0" 12 SIDE, PAINTED Li Lp ILd 8 UL COMMERCIAL ALUMINUM GUTTERS, TYP. te ------- 0 COOLER L dsa BEYOND christy's ell 'EXISTING INTERNALLY ILLUMINATED 2.7. F= PYLON SIGN TO REMAIN. VY G.C. TO CHANGE SIGN FACE TO SHOW CURRENT REPRESENTATION Fm AS SHOWN. REPAINT PYLON PLUM. Ln 0 ----------- V) z 0 0 m ULLLL Di V) 5; z Lul LLJ LD = MATCH TRIM COLOR cl MATCH SIDING COLOR CK PYLON SIGN E L E V A T I OIN cf) REAR ELEVATION. SCALE: 1/4" l'—O'j Li Z I SCALE: 1/4"=1'-0" z ASPHALT SHINGLES CUPOLA BY BROSCO, HYDE PARK CUPOLA BY BROSCO, HYDE PARK----\ ASPHALT SHINGLES OVER FELT PAPER & #2969, CUT TO FIT PITCH OF #2969, CUT TO FIT PITCH OF F_ OVER '"`_-LT PAPER & ROOF, PAINT PARIS WHITE ROOF, PAINT PARIS WHITE 5/8" PLY SHEATHING 5/8- PLY SHEATHING - CONTINUOUS RIDGE VENT CONTINUOUS RIDGE VENT 12 00 6.5 < COMMERC!A;_ ALUMINIUM G 7_ U IIERS, TYP. 0 < COMMERCIAL ALUMINUM C GUTTERS, TYP. ------ 0 ----------- L 0 -Lj < < ol 0 --------—-- —--------------- ----- --- - - - - - - - - - — ............ x Lid, SHEET ---------- 0 A ...... FT BOARD ON BOARD PVC FENCE, PAINT FABULOUS GRAPE. G.C. TO COORDINATE W/ FENCE COMPANY FOR ANCHORS DRAINAGE FILE#: D04051 PARK F FREEZER/ COOLER BEHIND FENCE DATE: 04/06/05 LEFT ELEVATION RIGHT ELEVATION- PROJ. MGR, J.R. SCALE: 1/4"=1'-O" SCALE: 1/4"=1'-0lt CAI. B. FLANNEEL__.,) L2 r O f 1 _ n TILITY ----TOILET DRIVE- OFFICE PREPAREA �U , THRU i H1R i ABOVE) M.S. 0i A ®O.T. 2 I CLOCK 1 1 1 •- r� 2'-0" X 4'- " 20C 3 ;ABOVE ° ELECTRIC PANELS El ! Q o 18" TABLE FILLER / Of 3 I `t azQ K1 " 0 1 1 I { D � p I I Q O � 00 o 1 425 � . 1 1 II 4- Q a o N + N N ; I I7 DOOR —[N `F m o I �� ' WALK—IN ® Q'` n ® a Q Q I COOLER �—Ii oz� QN (8'x20') m< _ ' 1 CEILING HEIGHTS —ci ROOM NAME HEIGHTS � � K1 N N o { 1 ,w SALES AREAS 10'-O" Q o N o N REACHIN 1 i SERVING AREA 10'-0" ® 51 II FREEZER I I DRIVE-TNRU 9'-6" 2 COOLER I i PREP AREA 9,-6" II 11 I1 o f �q I j O Z II 420B 4 i TOILET 8t-0" r D i i UTILITY 8-0 i I I I OFFICE w 70 II O i--- m o � 107 � �3ACK BAR SOFFITS 6'-10 DISPLAY CASE SOFFIT 6'-10" I l o p N O - - N O C1 �L 00 O 0 1. POS TERMINAL INFORMATION: U a - 110V AC DUPLEX OUTLETS INTER INFORMATION: 0 — J - 110V AC DUPLEX OUTLETS 2 RESHA ED CEIPT RNTH TERMINAL OUTLETS m Q o ® 680 com 00 3. REMOTE PRINTER INFORMATION: --� WIRED DIRECTLY TO TERMINALS cn 1 ® - WIRED ATODTERMINALS VIA UPLEX SRJ-45 � K1 � �� �� �� 4. VDU BOFORMATiON:X IN FRONT CABLE CHASE - CG z j m p N =. - 110V AC DUPLEX OUTLETS MOUNTING: WALL, CEILING, OR PEDESTAL a G EI 5. OFFICE AREA INFORMATION: — 110V Erg•:a w':i �,a .. ,';�.s 110V AC QUADPLEX OUTLETS - 1 MODEM LINE REQUIRED FOR ® y O i O t° Q \ SUPPORT � m CREDIT Ill / r Q �� 1 �1 MODEM PROCESSING O� LINE OPTIONAL FOR 6. NETWORK HUB INFORMATION: `o� 1 ` --- 110V AC DUPLEX OUTLETS U, `- - LOCATED IN FRONT COUNTER Lo CABLE CHASE w 0 - CONNECTS TO TERMINALS, VDU's, ►- Q i i i • BACK OFFICE COMPUTER SYSTEM Q Q SERVNG _ _ SALES i i - C— S TO - ORDER INFORMATION ROUTED TO i i HUB, THEN TO VDU'S & OFFICE V) O A R E A AREA SALES AREA ® m 7) � I 7) POS > o W -- - ----------®- -- --------- -®---------- ------� NOTE: 0 GENERAL - -- - GENERAL CONTRACTOR TO PROVIDE FOR, P.O.S. SYSTEM A5 SHOWN ON ELECTRICAL Ld t= (n DRAWINGS OR, AT MINIMUM THE FOLLOWING CONDUITS: C- w A) 2 1/2" I.D. FROM 4x4x3 JUNCTION BOX LOCATED BEHIND OFFICE DESK UP THE WALL TO U ABOVE CEILING. W M B) 2 1/2" I.Q. CONDUIT WITH 2'-0" SWEEPS AT ENDS FROM A HUB LOCATED IN THE EQUIPMENT PLAN FRONT LINE CHASE UNDER SLAB TO THE BACK WALL. TERMINATE ABOVE CEILING. 0 z C) 1" I.D. CONDUIT FROM BEHIND THE DRIVE THRU CASH STATION UP THE WALL TO ABOVE CEILING. z IC51- 1 SCALE: 1/4" = V-0" D) 2"x4" ELECTRICAL BOX 6'-0" A.F.F. WITH 1" CONDUIT IN WALL TO ABOVE CEILING. CENTER 32x32%3/4" PLYWOOD WALL BLOCKING IN WALL FOR VDU UNIT. THE MAXIMUM CONNECTION LENGTH BETWEEN A VDU AND ITS DEDICATED CPU IN THE FRONT LINE CHASE IS 75-0". THE CONNECTION THEN GOES TO THE OFFICE. G.C. TO PROVIDE ONE ISDN TELEPHONE JACK IN THE OFFICE. NOTIFY DUNKIN' DONUTS IF ISDN SERVICE IS NOT REGIONALLY AVAILABLE. W I WALL FINISH MATERIAL SCHEDULE D CODE MATERIAL MANUFACTURER PRODUCT NO. DESCRIPTION Q 00 PROVIDE DUPLEX RECEPTACLE IN -- CENTER 'VC' MENU BOARD B-21 TILE COVE BASE KEOPE SERIES: JAPURp, 6"RIT" UNPOLISHED DARK ^ W SOFFIT FOR VALUE COMBO BOARD \ ON CASH STATIONS B-22 TILE COVE BASE METROPOLITAM 507 507 USE WITH T-22 TILES PURITAN GRAY ~ B-23 11LE STRAIGHT BASE KEOPE SERIES: JAPURA 6 x 12" UNPOLISHED DARK " " 1 ,- " 1 " VDU ON THIS WALL. USE ® KICKPLATE _�. O � ^a ST-21 27 1/2 27 1/2 1 4 g 27 1/2 27 1/2 . --- - - r- - i VERIFY LOCATION VERIFY LOCATION ST-23 f .�� _--_ _ O 12" 12 12" I12 WC-23 WITH OWNER. - FRP-22 FIBERGLASS MAR;LITE P-100 WHITE__ PREP AREA, OFFICE & UTILITY U ry {�-� �P-23 WITH OWNER. REINFORCED * -_ — a— o - -- I F- _, r -, � f __ � I_ � FRP-23 POLYESTER PANELS MAF'r•LITE P-118 ALMOND SERVICE AREA, RESTROOMS MB MB i VC I MB MB * NOTE: IF FRIALATORS OVENS, USE CLASS "A" MATERIAL, � p z 4 A2512 i 6-- FRP_23 a A6 P-29 PAINT SHERWIN WILLIAMS SW 1087- WINDRiFT BEIGE (ALT. WALLS „ S.S. A6 M13 M14 M17 P-30 PAINT SHERWIN WILLIAMS SW 7006 EXTRA WHITE O 0 6 LAP 6" L P- 1`- DAIRY_ �� W COOLATTA SOFT __I - FRP-23 FRP- 3 III- B I.C. DISP. r--� r r- t HEFT A210 ICRO. i lA1 O MICR P-34 PAINT SHERWIN WiLL1 hAS SW 6363 GINGERY (METAL DOOR JAMBS & HARDWARE} ® � r o I 1 M22 ESPRESSO r ! SERVERS I ` `f 1« I O FOR #t35913-58 "ROYAL PLUM" MA;-TI_ FINISH (WAINSCOT) I r i r-i i I I I 1 BRFVJI( [DUAL SINGLE --�-- I �— PL-21 PLASTIC LAMINATE b I i MAIN POS GR �i I a� 1'-6" ----_LET-" ___� L------_ I I I I I { IM21 I ,��, ��, i a 11 M36I1 I A18 A38 A10 Al i PL-28 PLASTIC LAMINATE F RMICA 1150-43 "VOSGES PEAF;" MATTE FINISH (HALF WALL) I I I I 1 I i �wi 1 4 I ! I, r i SINK WARMERF �7 SINK 1 1 ® ® I -I OMIT WALL COVERING _L__1_- -- l.. 1^_'--1 ---. IL..�L _ -I -=-- - W I I __ f--' � -1 r-_ -tom-- r-1-=.-�_, '.li o _ sir ��R V84F82 OVER ST-23 i -- BEHIND CASE TO LINE r---_y S.S. SOFT ELFIELD pELFIELD �I ST-21 FINISH SHERWIN WILLIAMS _ A19 A21 A23 I '--' {r ICE f lDELFIELDi I I I I SUGAR HEAT 11D UCR III UCR i ! III A2$ �i i pl A30 r--�i i 1 i UCR 1 1 1 1 1 GRNDR I I! - = I ST-23 STAIN SHERWIN WILLIAMS SW 3112-Y AUTUMN MAPLE m_ Im I 1 1 CADDY 1 1 I A26 I I IM39 M401 I Ii A24 III A22 1 1 p�- i IIF' 11i 1 cn I 11 III ® 1 i » ® 1 it ® II{ n I LTL____ _III d IIL _ FRENCH VANILLA W W WC-23 WALL COVERING SURFACE MATERIALS LIBVV21 _ L .. 8'-6" C T• COFFEE 3-0" SLICER '; - SLICER WC-24 WALL COVERING RIGHTER GROUP DD300 COFFEE CUP ICON WALLPAPER LINE OF CASEWORK BEV. C1R. D.T. P.O.S. PRINTER DECORATIVE WALL ON SALES AREA OMIT TIL M E BASE BEHIND DISPLAY CASE STATION STATION -TOASTER WC-25 WALL COVERING RIGHTER GROUP 25 �^ DECORATIVE SWIRL BORDER - SHEET MATCC29A HES DD300 & DD100 SALES AREA BELOW CEILING BACK BAR ELEVATI ON WC-26 WALL COVERING RIGHTER GROUP DD100 WALL PANELS FOR SALES AREA K TO MATCH DD30q SCALE: 1/4" = 1�-0" K FILE#: D04051 DATE: 04/06/05 PROD. MISR. J.R. C.M. B. FLANNERY L x -il- it F- Ld +i E?D < < o i2 U- m V� 0 a) LU 0 vi �� N � � I I i M I �--, LLJ 0 0 V) 0 C) LLJ Lli CL IL 0 Lo 0 0 uj - LLI LLJ - - 0 -J LL: L.� CL U, 0 M <L -j z LL: L� LL z z z z z U- LL- < U) z 0 0 0 0 0 0 I o Ld bi C) w LIJ 0 LLJ LLJ V) Llj 0 ZW LL LLJ uj Z Ld < V) z V) (n 0 00 00 V) (1) W V) V) (n V) r-- r- z LLJ LL- z w 0 0-j w ui m Z z z z z Ld 1" t,- 0 co 0 0 0 0 0 LLJ m z < Ld 0 0 L,: 0 0 LL: -j (f) �i (f) C114 V) LU D- z z Ld w 00 Cl < L, o 0 L, < U) LLJ < LL- Li- —0 LLj Ld Z 0 -1 Y- LO CY a a 04 d Lli LLJ LLJ < 0 < --) a m 0 < @) w w Wl LJ 0(1) 0 @ fl-i x m m L, - CD 0 w <.1 L LLJ < LJ LJ Lij Li Li m C) Q < :D (0 2) �:,� CL CL CL CL a_ a_ W W < < (.) UJ LLJ ii LLJ C) Lij 0- 0 3: LLJ u LL) M vi, U- LLJ V) V) U) V) C) 0 L) LL LL o- x 0 cn V) z z V) <-F.: < < < < LU Li < < < w LLI w < I 40 -j 0 0 vi a- m LJ Q :D -J V) LLJ LLJ L J g- >- >- >- vi a- CL W 0- a- < LLJ LLJ uj CIO z v I >- Li CL < LJ _j _j _j L.LJ Ld ff) LJ w Ljj (n V) a- < x Ir -j -j Cc: C) L'i 0 LLI -1 0- a_ OL CL CL C) -i Lu w (-) (.) ci�E I-=!�I a,-) 0 CL M 0- CL LL Lij LLI U -j -j LLJ LLJ m < :) o I I V) C) Lj w < < D D D D D Z Z Q, o z 1�2 D� W U 0 CK LL- Li x ;-5; D c) < C) 0 (f) V) 0 V) < Z W CL a_ LLI Lo x CNJ EL x x X LLJ LLJ Li LL- LAJ m m Z Ld Li LLI i OZE�o w - - bi -r u- -j x LAJ LLI < C) 0 0 V) -J -J M< U w Ld ft� --- C) LLJ 0 w Ld LLJ t-t a- a- Ld 0 C) a- CI- M LLI LLJ w m cp < < -cc W (1) V) D D 0 0 L'i L'i ::) D V) V) ft C) 0 Q < 6LIO V) C) cr w 0 0 LLJ w w w (Y K 3.1 3: 3.1 Lr Uu Z)',L Z: a. a- o- a_ 0 0 0 w w 0 CL 0 fr- V) cn w V) 0 w x 0� a- LLi i 0 L2 V) (N N 146 .1d Id , w w 0 W UJ N U-) U') 0 04 z 0 V) bi L2 P� W LL z w Z n LO Z o C3 d 0- 0. d 6 a- CL HE a_ D to T 7 U) 0 0 0 Co to Ld co U- L.L W LN LAI U 40 u) 2 1 LL cn D W w V) V) < < 0 C) w w w w 2 Z z (n Cl_ ui w w w uj w ,-6 uj 0 0 z z z z Z < w LL- < LLj Ld i U- uj 0 ZD ZD LLI Cy Li x >-< LLJ :L.Lj t:C, 0 C) CD L . . . . . . . . . . g oz>0 Z) LLI LJ m 0 Li k-L)Z Z DWW U) of omo W 0-wo :i:3 w w ow -JO cn + , + 0) m m m to Ln L6 of CO ro 16 0 0 0 0 0 0 OD 00 00 0 0 to 0 0 0 00 w 10 N N N 0 0 0 0 0 0 0 0 cq N Lo 0 0 0 o o o o o o 1�1 in LO Z" �-, 0 1�1 0 0 0 0 0 0 0 N N N N 00 00 > tE 0 N11 00 0 0 - - - 0 C14 C14 0 0 �N LN C14 C*4 04 04 Ld N 14 w 7-1 Z LLJ 00 04 C14 N N N N 'N' LC ff.; w w C6 (Y- z LO :D CN J-1 —H. :E I �o --1 -1 �-, 1-1 ---, 1-1 C11 IN 'C14 j"C4 llcql� r LL- LL1 DL -r w M LLJ I af- w 00 < 0 LL: CY) ui In) -�t w :D� r) w 't 01) r- z LL) -1 Q U) M Z z 0 LL. x 'f C; 0 C-4 cli C) M LO x X U.J m C) I I m 0 -4 X w w w i2- L-D w uj C C%J CK L Z Z Z i z w < LLJ 04 Cj r,, 0 O (0 z a x C) w 0) 0 z < < I wt to 0 1 C4 C4 n (n 0 5; LJ Cf) 0 C� U) LO I I r- I t 0 5<- z 0 - a v) a 0 0) C) 0 0 w x z Z Z -j U) Z 't I IN C-4 (o 'CO It 1 0 0 ao r, U') z 0 w Cr LL- LLJ 0 0 0 V) pr) n L)i N z z z z C) Lo Co �Q- 0 00 (0 11, -.E :�i ::Ca N" z X X < co Z z Z: z z z -OD 0 0 0 0 0 z z z z o o t a- z z z z z z z rl) N K) C14 < < V 0 0 U- LL U- :�_- Z 0 0 0 0 0 < < < C) C, < < < z z z Z Z L) < < < x x x 0 0 0 5 N C14 N co < < < < < < < 00 C,4 0 0 0 0 < < < < C) V) W (D kf) N N N N N N N C� M C) 0) 1 M m m 0- a- (L Q- 0 0 0 - m 1 3� 3: LU CL CL m 0- m 0- a_ a- 0- m m m m ui af, Er- 0:� x x ly- CK ft� w n w cn N m m m -i o ry CO cD w o - Lo o Q 00' E E N ;:: CC x X tj� CC M X M Co 04 N OIOIWI tr) co r- (D x ir N 1 C) 0 0 0 0 0 w 2 m 5 U q* C14 --4-. -.4- LO 'c.O co I LO )010 10 0 1 c K, w x I 1 00 't 0 w X- nio 4�0 0)]V')]0 V) 0 C-) 8 m (n , 3, FL FL C) x o o �2 0 C) n w 'w I 'o w CL 0 0 0 n > CL W w UJ W U-1 w Li LLJ ai Ll -t N 'Xi ffi q ffi I < < < < < 3: C ) cr- w w w w r- OD a- CL CL 0- a- 0- 0- > w t- LO C*4 < < N C14 N t4) n -It a- fm CL a CL a CL- z af x Lli H Z U) 0 Q w w 0 < -i -j z z z w P Z Z P P p p F= P P F- 0 0 V) CD 0 < < < < < < V) V) < x 0 W w 5 ?5 m :m M < z z z w w 0 w LLJ Uj < z z 0 0 0 V) w Z) z 2 2 Z I I I C) C) M 0 0 < 5 0 1 -j DC w w w w m () M 0 Q 0 < w w w 0 0 F- I- F- 0 0 0 0 CL 0 0 -j w 0 0 0 0 0 0 0 0 0 0 Lr- a- - < CC I LLJ p w w w H w z < V) 0 0 0 1 w a elf Of 3. Z V) LO 0 0 3: w 0 © o 0 F- wx x x Z 2-- a z z z LL_ 0 0 0 0 0 0 0 0 Z 7 Z E F- �- �-- c 0 z z (n V) uj W LLI Li w ui w < 5, 52 Y-, 0 w " w w D fD LLI < La z z = z V) Z Z Z _j 0 p 0 0 0 m V) cn 0 U) U) :D Z) :D D w D D --3 D D D :3 D D D Lli 0 u m m w MIMIM m :D D :D I I z P l < I I flee Q 0 0 0 0 0 an CD < < �.Zl'm mlmlml�-- 0 0 Q Olm m m 0 0 0 0 0 0 0 0 0 0 0 m 0 0 0 m 0 I< P I D < C� w L- N n < m => < x x 1p, (.5 V) 0 LLI Ld Z m V) LLJ a: W Z 20 < z 46 -j -j <C 0 w UJ LAj 0� C%j LN < LM Lj 0 M C% -i LL- LLJ -J W 0 z 0 ZD - < < LLJ w Z z In V) C/,) o LLJ C) Lli to 04 'D 1-1 w uj 0 m w Z of C) lz- w I M Lli < 2 0- WO-IZ 0 cn w w w w W LLJ �4 z z 0 > 0 't U") < < w LLJ < LLJ W Ld w W Li w uj -j 2 La z z z z z z 0 0 LLI Z z z z w W Lf) :3 CL a- iL m q 0 ir- m U U LL- X 0 0 0 0 0CL M D LLJ < w -j n D D w En :;� w w w < W vi 5g :� 5 04 LJ 0 Ld (/) 5 E 3 5 E (d wzn -J < - ft� P- W W < I- Ld U) 0 w x Z z z r, < cr_ w w rc z 04 C z z w z I < Z W W W W W W Er- m z z _j -j < 3: 0 0 0 0 0 M ul Z CL Q w V) 0 0 0 0 0 W < 0 m 0 -00 0 0 0 0 0 w w m j-� a (1) w z z z z C) LLJ LLJ -j Z: w w w LLJ W D 2 2 y - w LAJ -j < z LL- LL. U- LL. L- M 0 0 V) V) (- 0 a W 0 0 0 0 0 < C) 0 0 < 0 0 z P P F- P D 0 0 m < -) W -J -J -J -J -J 6 vi Z5 z 0 0 W 0') U- U- < Fr �! 5; H 0 cr- ui W W -j F- 0 V) 1� F- 0 W Li F z t L.L < lij < < < < 0 < z < af z Z: X z z z z 0 0 0 0 0 x M z < p- - w F- 1- 6 0 3. 3: z z m M V; w LJ < < < -- - I > z z C) -D :D z m zn- Z) Z) D :D Z a- W 0 w w V) V) F- k-.) t-.) �-j w o- CL _j z z w Ul 0< :�E U) 0 0 0 0 El < IL 0 m m < z Ne S2 D cc 0 w z z z -j 0� < < < V) 0 z Z: Z Z: m = 0) Cr LK X U. a_ 0- CL a_ :D 0 0 0 0 0 Q Li -j I y LL a- 0- > z cr- w < < 5 r4;-) co (n (n m H :2pp V) F- F- w w w 0 �0> L- z z w vi W, C) Lj (n V) 0 cn I- <c 0 — w w 0 90 LLI 0 0 V) LO w w w w w > x F- ';it < w I- LL� W w > F- Lf5 cj�: uj z w Z x Of z z 00O 1- w I- L, < U) W m 0 F- M w Z 0 w w w w �j Of W w W w ty Z w w w w w w w Al LIJ z -j 0 Z- -Z - w �5 d d d o 6 _ w w w w w Of) w I _j w w w w 0 X Lx- LL- z 0 C-) 0 0 0:� W M L) Lr- 0 0 0 0 D z Z 0 z z 0 V) (L 0 0 Q u C_) 0 LW w k-� U n :5. Z: w LL. W U) W LLI w m m C6 L-) LL LL- L, U- I- — — F- LLJ - 5; 5 5; 5; X — Z Ci 3 F ir 5; 5- w w w w T H: w z 0 5: 5� 5: 5: (f) V) V) (f) V) (n -. - w x 5 W < C., 0 - L, XOOZ C� C� 0 z Z Z LL- 0 Z n �g, w m �: U �: K 0 < In Lr- u EL m b:)0 r- X w W Lk- W 0 n L� Li- LL. Li- LLJ LLJ z z = -1 : . -L - M 0 m F- P 0 W u) V) V) w w w w z LLJ w x w w w W W a- V) W W W W U) V) -i w �2 0 a- < W LLJ w w LL,lo- 13) 10, W W LLI w W o w w w w w w On E W w LLI L- 0 < ai Z m M < < < W W W V) V) V) ., L, LL. LL CC < z F > < < U.J w w U- Li- LA- LL- M m M 0 u w w -i -j (n w I- Z W W W W 3E z) 3: LC ui X W UJ LL- U- LL-LL- z a. V) V) V) V) (n V) w w w w w w M: < < w w w 0 0 0 C) 0 V) V) 0 x x x x x x X V) y Lr- z F= V) U- U- L- Li- L!- LLJ < < < < Li w w w w U- U- U- U- < < ry in J±! -i < z 0 C) 0 x 7 a- :2 iy�z z L) Li y M LL- LL- U- U- LL- -j -j -i Y- fl. z - - = 2 z 6 D :D z 0 0 a- 0 0 0 < m z z 0 0 L) 0 a LU a- u- U- w w w :-� _j jit 0 -j 0 0 0 N U') 0 i-m; P P C) C) 0 0 U a- I.L. U- < 0 0 yj w w w > < (o 4- m w 4 U) m 0 0 010 < < o 5 0 z la- 0 0 C) C) 0 0 m 0 0 �e M u- U- 0 W W va 0 co �! u t; 0 m MlMlw 0 0 LL- U- C-) C) V) V) Ci Ll- I I I I < < < < < < < < <pp < < < < < < < < < < < 1q, 1-4. -.- � �l — I--, 1� --- '-, 1-1 '-, 1-1 z z z z N z I z J:z 12-- z z z z z SHEET < -hzl N, 'ZI, <,- -Z, —I z z z z z z z z z z z Z Z- I < 1<1 a- z Z Z Z Z z z - z r.,) z z z - z - - - - - Z Z Z z Z Z Z Z z _lz NP-1Z z ZlZ z I I —- -- O w w z I < m I u 0 0 1 q < in 0 H Ld 0 0 < < 11 010 0 — (.0 0 0 04 m N 0 fe) 0 — o V) LO (D r- 0 o 0 - 0 - 7 LL- o o N 't 0 Lo n 't "d. LO LO CO co U) CD (0 (0 (C) 0 r� rl- 1 00 1 0 0 0 m co OD 0 0 0 CnN cn, 'n, ff-) F4 N V) V) co ro lq- N N N N cli N N N N N c�14 N Ot K N C'i 16 1 0 N 0 LO LO U) LO LO LO U-) LO in z 4 6jr -t -t .4- LO LO U') U') U) .:ci P-i LLJ 0 0 0 C; C5 <5 o o - 0 — — — -- CO Z FILE#: D04051 DATE: 04/06/05 TT [F T�tm (Zronz: O 7=W0X pin L TA Fri w L- LL PROJ. MGR. J.R. C.M. B. FLANNERY Imo, O � �l ILI DRIVE- OFFI CE--� ; PREP AREA ; U TI LI TY TOI LET THRU ' Al. ❑1 \ All WP \ SEE P.O.S.-7 I gG All WP \ 1 NOTE "C" o M 31 ° d c All -1 is SEE P.O.S.- M3 AC - -- - ' 17 A11 1 �. - All NOTE "C" - p p eX ® 9 ': Al 9 j K/ a : Al-P I I �UOTE: a A17 A1p� ". CTRICAL CONTRACTOR TO CONSULT WITH BOTH OWNERS FOR FINAL ELECTRICAL REQUIREMENTS. 00 `✓ w - CEIL NG JUNCTION ! I O �- - �..� BOX FOR TOILET (EC GENERAL NOTES EXH UST FAN.o Sf A11 Sei. .. �� 1. FURNISH LABOR, MAIERIALS, EQUIPMENT AND SERVICES NECESSARY FOR THE PROPER SEEP 0.S. aQ EQ. IDNOTE D w EQ' 9 Al . EQ. a ' I Al-P I I q ! l COMPLETEEREIN EC F ED INSTALLATION OF ALL ELECTRIC WORK SHOWN ON THE DRAWINGS AND Q _jd �<M All M29 Al I ! COOLER 2. ALL. ITEMS NOT SHOWN ON THE DRAWINGS OR CALLED FOR IN THE SPECIFICATIONS, � � I I z ! BUT WHICH ARE NECESSARY TO MAKE A COMPLETE ELECTRICAL INSTALLATION, SHALL XZf Al-F BE FURNISHED AND INSTALLED AS PART OF THIS PROJECT. m<M } - --- o 7�- �N E P.O.S I I Q mQ i 1 3. ALL ELECTRICAL INSTALLATIONS AND GROUNDING SHALL BE IN STRICT ACCORDANCE QI I ® TE "A" ® t WITH THE LATEST REQUIREMENTS OF THE LOCAL, STATE AND NATIONAL CODES, a Lo t -- �i O A11 O Al O A1�4 A11 I I 4• OBTAIN AND PAY FOR AL.L REQUIRED PERMITS AND INSPECTIONS. I A3 - Q. LLAl-P W a i Al-P I I l 9 Al i r 5. MATERIALS AND WORKMANSHIP SHALL BE THE BEST OF THEIR RESPECTIVE KIND AND SEE P.O.S. Y IN FULL ACCORDANCE WITH THE MOST MODERN ELECTRICAL CONSTRUCTION. ALL MATERIALS I I I �I NOTE "D" I SHALL BE NEW, EXCEPT WHERE NOTED ON THE DRAWINGS. 1 1 C. THE. ELECTRICAL CONTRACTOR SHALL INSPECT THE SIGHT, PRIOR TO SUBMITTING HIS �_ I k BID, AND SHALL INVES fiG.ATE ALL CONDITIONS UNDER WHICH THIS WORK WILL BE 0 __ of Q I I PERFORMED. FAILURE TO INSPECT EXISTING CONDITIONS OR TO FULLY UNDERSTAND '- A3 `� I I I THE WORK WHICH IS REQUIRED SHALL NOT EXCUSE THE ELECTRICAL CONTRACTOR FROM Q — a I I HIS OBLIGATIONS TO SUPPLY AND INSTALL THE WORK IN ACCORDANCE WITH THE of a1 Q I Al Al ! Al All I I DRAWINGS AND UNDER ALL SITE CONDITIONS AS THEY EXIST. AS - - r i I _ r -�-- -'.. I- L I - O 7. THE ELECTRICAL CONTRACTOR SHALL CLEAN AT THE END OF EACH DAY ALL ARE A3 = Al-P Al-P Al-P a Al-P WORKED IN. EMPTY BOXES, RUBBISH, AND OTHER MATERIALS OF NO USE SHALL BE 4......--- .. - -Q I REMOVED FROM THE BUILDING. 8. THE PLANS DEPICT THE LOCATION OF ALL DEVICES AND ARE INTENDED TO INDICATE V_7'r' I i THE GENERAL INTENT OF THE WORK IN SCOPE, LAYOUT AND QUALITY OF WORKMANSHIP, A17 A17 THEY ARE NOT INTENDED FOR THE PURPOSE OF EXECUTION OF THE WORK, BUT THE E.C. ,_�� 3 .J SHALL UNDERSTAND THAT SUCH DETAILS ARE PART OF THIS WORK. rm:BEN D SEE P.O.S. ; l a - ! W W --- -- - -- - - -- - - 9. THE CONTRACTOR SHALL. CAREFULLY VERIFY ALL MEASUREMENTS AT THE SITE. DETERMINED NOTE "B" �- -- - I th Al Al Al THE EXACT LOCATION OF ALL CHASES AND OPENINGS REQUIRED BY HIS WORK AND SHALL I `L FURNISH AND SET ALL SLEEVE, INSERTS AND HANGERS AS REQUIRED FOR THE WORK HEREIN. NOTE: LIGHTING IN TOILET(S)S) AND OFFICE IS TO BE SENSOR LIGHTING, VERIFY W/ OWNER p _ LE o� ! d Al-P Al-P Al s o I - 10. THE CONTRACTOR SHALL COORDINATE HIS WORK SO THAT IT DOES NOT INTERFERE WITH THE Al MET 2GR8-332A-1 -ADV-EEX WORK OF OTHER TRADES. IT SHALL BE IN THE CONTRACTOR'S RESPONSIBILITY TO SEE THAT 2 X 4 RECESSED FLUOR. W/ACRYLIC LENS E �'� I Q HIS WORK IS INSTALLED IN A TIMELY MANNER, Al W/ GE F32T8SPX30 (3), 4' T8 32w, FLUORESCENT LAMP ^I i ADD AN EXTRA 2 1/2" --- -- I -Z I 11, THE CONTRACTOR SHALL INSTRUCT THE OWNER OR THE OWNER'S REPRESENTATIVE IN THEZo BACK BAR _ r - -- A11___ j .,..__, PROPER OPERATION OF ALL EQUIPMENT. THE CONTRACTOR SHALL FURNISH TO THE OWNER ALL Al-F MET 2GR8-33tA-120-ADV-EEX y CONDUIT FROM o 2 X 4 RECESSED FLUOR. W/ACRYLIC LENS, W/ FLANGE KIT FCS24WU WALL TO FRONT COUNTER �'-- .I ; p t.__l ... LITERATURE FURNISHED BY THE MANUFACTURER AND DEMONSTATE PROPE OPERAl10N AND R N I Al-P MAINTENANCE. Al-F W/ GE F32T8SPX30 (3), 4' T8 32w, FLUORESCENT LAMP ° - tti Ff I 'tee;._•:,.--, ,.�-�'�°: ! r� I Al Al All 12. ALL WORK SEQUENCES SHALL BE COORDINATED WITH THE ARCHITECT AND SHALL BE IN �_ Al_P MET 2EP3GX332S361-120-ADV-EEX msf� COORDINATION WITH OTHER BUILDING TRADES AND ARCHITECT BUILDING SCHEDULES. -T 2 X 4 RECESSED FLUOR. W PREMIUM PARACUBE - I Al-P X a Al-P 1- A3 ' 13. ALL ELECTRICAL, LIGHTING DEVICES SHALL BE INSTALLED IN ACCORDANCE Al-P W/ GE F32T8SPX30 (3, 4' T8 32w: FLUORESCENT LAMP FURNISH AND INSTALL EXTERIOR -~ m 4 J S° WITH THE ADA (AMERICANS WITH DISABILITIES ACT). L - : - \ Al-PF MET 2EP3GX3325361-120-ADV-EEX o EMERGENCY WALL PACK LIGHTING W/ 14. ALL BRANCH CIRCUITS RATED AT 120 VOLT, 20 AMPERE EXCEEDING 75 FEET SHALL BE 2 X 4 RECESSED FLUOR. W/PREMIUM PARACUBE, W/ FLANGE KIT FCS24WU Lij 1 1/2 HR. BATTERY LIFE AT EACH �4 MINIMUM #10 AWG. ( 4' T8 32w, FLUORESCENT LAMP (p • • � ! I Al-PF W/ GE F32T8SPX30 3;i, A27 I I A17 WP < o A17 WP 1 I I'•'•' I . . 16. ADDITIONAL JUNCTION BOXES BEYOND THOSE SHOWN SHAM BE PROVIDED AND INSTALLED AS EXTERIOR DOOR. ! I \ NECESSARY. Al-PO MET 2EP3GX332S361-120-ADV-EEX-OAO SERVI N G -- SALES - { : : ... I C- STORE AlA13 ' ' Ala' ' ' A13 ' ' AlAl3 , ! 15. ALL CONDUITS SHALL CONTAIN A GREEN SAFETY GROUND WIRE. BOND ALL PANELS, CABINETS, i 2 X 4 RECESSED FLUOR, W/PREMIUM PARACUBE V) o I�I•'.'•� I•','. , , /® ENCLOSURES, CONDUITS, ETC., AS REQUIRED. W/ GE F32TSSPX30 (3;1, 4' T8 32w, FLUORESCENT LAMP Z I• • • A 0m � AREA I I I I I I / e L RECEPTACLES, LIGHT FIXTURES AND POWER ITEMS BRANCH CIRCUIT WIRING MAY NOT BE A3-PO MET EP3GX232S181-120-ADV-EEX-OAO AREA I ! 16. " V) �' , I,'•' ` i i,'_..i I. I SHOWN BUT SHALL BE PROVIDED AS REQUIRED. MINIMUM WIRING SHALL BE 3/4 C-2 #12, 1 X 4 RECESSED FLUOR. `�4'/ACRYLIC LENS LIJ _ -1__-- _•�-_-- _1-___ _ I I 1 #1L GROUND. NO MORE THAN THREE PHASES MAY BE COMBINED IN A SINGLE HOMERUN `W/ GE F32T8SPX30 (2), 4' T8 32w, FLUORESCENT LAMP Zp / ----------------- '�- -- ------- ----- ------------_____-� AND EACH PHASE. SHALL BE PROVIDED WITH AN INDIVIDUAL NEUTRAL. w F= (n 17. ALL CUTTING, PATCHING AND FIRESTOPPING FOR ELECTRICAL INSTALLATION SHALL BE THE O B HALO H880E-870C =-CEILING JUNCTION BOX ❑ J ❑ J J RESPUSVBILTY OF THIS CONTRACTOR. B 32W ELECTRONIC FLUOR. DOWNLIGHT, (LENS COVER OVER FOOD PREP) W/ GE F32TBX/SPX30/A/4P (1), 32w TRIPLE TUBE BIAX FLUOR. LAMP co Q Lli FOR WINDOW BAGEL SIGN, 18. PROVIDE CONDUIT SLEEVES FILLED WITH AN APPROVED FIRE RESISTANT MATERIAL WHERE ~ PROVIDE 6' EXTRA WIRE. FIRE RATED WALLS OR CEILINGS ARE PENETRATED, APPROVED WATERTIGHT CONDUIT SLEEVES TRACK HALO 2', 4' & 8' LENGTHS Z A13 A31 A35 SHALL BE PROVIDED WHERE WALLS ARE PENETRATED EITHER ENTERING OR LEAVING THE - #L..652P, L651P, L650P, L901P, L957P, L90OP, L908P, L983N. BUILDING. TRACK AND PENDANT ADAPTERS FOR FIXTURES C5 & D1 O Z PROVIDE 6' EXTRA WIRE 19, AEI_ FLEXIBLE METAL CABLE TO BE USED IN THIS PROJECT SHALL BE AFC HCF-90 OR APPROVED EQUAL WHERE PERMITTED BY THE NEC AND THE LOCAL AUTHORITY HAVING JURISTRICTION. C� D1 HALO Ls240EP/MSP5234 20. FOR MORE INFORMATION REGARDING THE ELECTRICAL REQUIREMENTS FOR THE EQUIPMENT SHOWN, 24" SURFACE TRACK MOU^J T MENU FIXTURE W/ SAFETY LENS ELECTRIC LIGHTING PLAN- REFER TO THE EQUIPMENT SCHEDULE. FC - rFIXTURE • i -- - �- DUAL 4' UOtT"/ALi� ��'IRLIN%LFYEELECTRCAL CONTRACTOR CTOR� "PACKAGE r —MENU BOARD - SPEAKER L! d POST SCALE: 1/4" = 1'-0" 1" CONDUIT----, ;- -- (LOW VOLTAGE) j 5'-0" MIN_-_-. �I �G POS NOTE: LIGHTING SCHEDULE- NOTES: G HALO EXTERIOR WALL PACK +P:'/i75w METAL HALIDE & PULL STRING - - - s 48" MAX. --SURFACE OF / GENERAL CONTRACTOR TO PROVIDE FOR P.O.S. SYSTEM AS SHOWN ON ELECTRICALJ SLC 852V - LAMP INCLUDED FOR FUTURE i 7. ...___ b VEHICLE x DRAWINGS OR, AT MINIMUM THE FOLLOWING CONDUITS: I. PROVIDE ALL FIXTURES COMPLETE WITH LAMPS. Q ORDER FOOTING N Q I r-LANE OF A) 2 1/2" I.D. FROM 4x4x3 JUNCTION BOX LOCATED BEHIND OFFICE DESK UP THE WALL TO RECESSED SOFFIT FIX lJ1RE W 175 METAL HALIDE 0 CONFIRMATION I f � 2. ALL iNGANDESC£NT LAMPS SHALL BE RATED 130 VOLTS. Lij BASED ON ' - I / ASPHALT OR ABOVE CEILING. 3. ALL BALLASTS SHALL BE HIGH POWER FACTOR FLUORESCENT BALLASTS FOR T8 N EQUIPMENT i �! I K TYPE "K" FiXTURE: INCANDESCENT PORCELAIN FIXTURE MFG. AND N ; CONCRETE i ? CODE ! `n I B) 2 1/2" LD. CONDUIT WITH 2'-0" SWEEPS AT ENDS FROM A HUB LOCATED IN THE 4. LAMPS TO BE OSRAM/SYLVANIA OR MAGNATEK FULL-OUTPUT ELECTRONIC, EXCEPT , I I' FRONT LINE CHASE UNDER SLAB TO THE BACK WALL. TERMINATE ABOVE CEILING OUTDOOR FIXTURES "10 BE ZERO-DEGREE MAGNETIC BALLASTS. _ � I C) 1" I.D. CONDUIT FROM BEHIND THE DRIVE THRU CASH STATION UP THE WALL TO ABOVE 5. PROVIDE HOLD DOWN CLIPS FOR EACH CORNER OF FLUORESCENT GRID TROFFERS. O SPEAKERS RADIO SHACK "B" FULL RANGE SPEAKERS _ RIVE-TH R U GUIDELINES CEILING. " " 6. PROVIDE ALL REQUIRED MOUNTING OR HANGING HARDWARE. AND FINAL LOCATIONS S RUN WIRES 'TO O#4-0-1272 WITH FFICE, VERIFY /ITE ENAMELED OWNER. 0-1225 O a.Q D I -CURB N.T.S. D) 2"x4" ELECTRICAL BOX 6'-0 A.F.F. WITH 1 CONDUIT IN WALL TO ABOVE CEILING. 7. COORDINATE AND VERIFY ALL FIXTURE INFORMATION, TYPES I�/ O CENTER 32"x32%3 4" PLYWOOD BLOCKING IN WALL FOR VDU UNIT. WITH THE REFLECTED CEILING PLANS. 1>01 U 3/4" CONDUIT WITH / / W SUR CC2-V ELECTRICIAN INSTALLED THE MAXIMUM CONNECTION LENGTH BETWEEN A VDU AND ITS DEDICATED CPU IN THE 8. LAMPS SHALL BE AS MANUFACTURED BY SYLVANIA, WESTINGHOUSE, GENERAL ELECTRIC, W Z O j / FRONT LINE CHASE IS 75-0". THE CONNECTION THEN GOES TO THE OFFICE. G.C. TO OR APPROVED EQUAL. (1 OR 2) LAMP ADJUSTABLE HEAD EMERGENCY LIGHT, WITH SEALED LIGHT, �✓ PULL STRING 18" X 54" GROUND 2 INDEPENDENT---- 7 ro s' PROVIDE ONE ISDN TELEPHONE JACK IN THE OFICE. NOl1FY DUNKIN' DONUTS IF ISDN 9. FIXTURES MUST BE PURCHASED THROUGH A NATIONAL ACCOUNTS PROGRAM WITH �W WITH SEALED LEAD CA;_CIUM BATTERY, (WP) IF OUTDOOR WATERPROOF O O LOOP VEHICLE / SERVICE IS NOT REGIONALLY AVAILABLE. ' VILLA LIGHTING SUPPLY INC., 1218 S. VANDEVENTER, ST. LOUIS, MO 63110. PLEASE 010-0, GROUND LOOPS DETECTOR CALL MELANIE HURLEY, NATIONAL ACCOUNTS, AT 1-800-325 0963 OR FAX eX X SUR LPX70RWH < Z Q FOR TIMER AND , -SPEAKER TOWER & MENU 1-314-531-8720 FOR PRICING. LED EXIT W/ BATTERY >' COMMUNICATIONS CONFIRMATION BOARD COMMUNICATION ! ! �• _ � 3/4" CQ 110/15 AMP !i _,li �01 '� / 2 EXTERIOR SIGNS AC DRIVE MARSATHRUIR UMOD L #E'48C/CHRTAIN - I 3,2R AR DOOR MODEL #E48CHS 3, �/ CONDO DEDICATED CIRCUIT // / ❑ PYLON AND EXTE LL. '- 1" CC"'DOTE/ 20 AMP _ DRIVE .�� � � � / WITH DOOR MICROSWITCH & NEATER SWITCH, FURNISHED BY 'n DRIVEMENU ARD ti // i�/, NOTES MECHANICAL CONTRACTOR, INSTALLED BY ELECTRICAL CONTRACTOR. �-- ' , 1 z ELECTRIC i / L1J NOTE: PROVIDE PVC `"' 4,-6" /j� CONSULT OWNER FOR LOCATION AND SIZE OF PYLON SIGN REQUIRED; CONNECT TO A35, CONDUIT FOR ALL NEW SUPPLY ALL WIRE, BOXES, AND CONDUITS REQUIRED. CONNECT EXTERIOR SIGNS TO CIRCUIT 1. PANEL BOARDS ARE PROVIDED FOR CHECKING TOTAL SERVICE REQUIREMENTS E.C. vc: 1 2 s 4 VALUE COMBO & MENU BOARDS U �ii /' /i/. A31. CONNECT MENU BOARD TO CIRCUIT A33. VERIFY LOCATION WITH OWNER. LOCATIONS SAW-CUT WALK-IN' SHALL USE JUDGMENT IN REVISING CERTAIN CIRCUIT'S AND ARRANGING EQUIPMENT ON W j/� AT EXISTING LOCATION PANEL BOARDS IN THE MOST ECONOMICAL MANNER. E.C. SHALL DETERMINE FINAL HOOD/ FAN - FOR TOASTER OVER SANDWICH STATION IN CEILING MINIMUM OF Ld WHERE NECESSARY. / SERVICE LOAD REQUIREMENT FROM LOADS GIVEN IN PANELBOARDS AND PROVIDE USE CAPTIVE-AIR 24" x 18" HOOD WITH 24"H, 150 CFM, D.V. FAN W ONE CAR , !,; ;, : / /: ,, ,,i// �/ / / SERVICE ACCORDINGLY. TF-1 —� LENGTH ;%j;j;, BUiLDiI3G/ %,-;,-/// --- ---_ /%" ELECTRICAL PLAN KEYNOTES 2. INSTALL ALL ELECTRICAL OUTLET BOXES HORIZONTAL AND FLUSH IN WALLS WHERE BEFORE / i �% i ;j �g i ��j�' / POSSIBLE. PROVIDE APPROPRIATE FLUSH MOUNTING RECEPTACLE BOXES AND CONDUIT TOILET EXHAUST FAN, NUT #8814, 1�J0 CFM BATH FAN ' ' NOTE: DRIVE-THRU / // / CURVE OF MENU SHOULD BE / AS REQUIRED FOR MOUNTING OF OUTLETS ON CONCRETE WALLS. �I(, )I)TEF-1 %.-�., COMBO % /� /�• ! / i 1 EXTERIOR LIGHTS, PHOTOCELL ON, TIME CLOCK OFF. SEE DRAWING SHEET tv11 FOR DETAILS LANE .; / / PLACED AT A ,/ /% / �/i; ❑ 3. EXTERIOR SIGN JUNCTION BOX TO BE MOUNTED ON INSIDE OF WALL. EXTEND CIRCUIT SHEET 45'ANGLE TO BUILDING TO SIGN. I TYPICAL SUPPLY DIFFUSER ONCOMING TRAFFIC /� ///i/ ❑ POWER FOR EXTERIOR SIGNS. REFER TO ARCHITECTURAL DRAWINGS FOR EXACT LOCATION. 4. SEE "TECHNICAL REQUIREMENTS FOR THE COMTREX SYSTEMS CORPORATION DUNKIN' z ) �-BOLLARD i/,/,/,///; %, / �� -CURB (WHERE POSSIBLE 'i i /' ////�, DONUTS P.O.S. SYSTEM" FOR ALL INFORMATION RELATING TO CASH REGISTER WIRING. EXHAUST FAN GRILLE FOR TEF#1 BOLLARD- S• /' j /j ° , / (FURNISHED BY DUNKIN' DONUTS.) NOTE: SEE ADQSR WEBSIIE, / / / � /% 6. SEE`I DTERIORDELEVATIONS FOR DIMENSIONS OR A FECTINGF THISMWORK. AND CARBONATOR J JUNCTION BOX /, /� O SPEAKER DRIVE-THRU www.adrus.com/extranet, FOR NOTE: "P.O.S.", ALL PO OUTLETS FOR P.O.S. DEVICES ARE DEDICATED CIRCUITS WITH 7. SEE SHEET K2 FOR EQUIPMENT CONNECTION REQUIREMENTS. CONTAINED MENUBOARD COMPLETE INSTALLATION THIRD WIRE ISOLATED GROUND. AN ►G IS AN INSULATED WIRE, SEPARATED FROM ALL - fNFORMATIQN AND DETAILS OTHER GROUND WIRES, RUNNING BACK TO THE BUILDING MAIN OR COMPLEX POWER 8- E.C. SHALL PROVIDE MUSIC SYSTEM PER DUNKIN' DONUTS SPECIFICATIONS. Sc SWITCH, 1 POLE, MOUNTED 40" A.F.F.. SP=SW. W/PILOT FILE#: D04051 WITHIN SIGN PANEL. NEMA STANDARD RUNNING LG. FOR THE RECEPTACLE AND PLUG. USE O IG 9• E.C. SHALL PROVIDE DOORBELLS AN BUZZERS PER DUNKIN' DONUTS SPECIFICATIONS. LOWER CASE LETTER KEYS 'iO FIXTURE SWITCHED. r LAYOUT ALT. DRIVE-THRU MENU LAYOUT (PREF.) DUPLEX OR QUADPLEX OUTLETS: (I.E., HUBBELL IG-5262, IG-5362 OR EQUIVALENT). E.C. SHALL VERIFY LOCATION OF EQUIPMENT WITH DUNKIN DONUTS FRANCHISE OWNER. DATE. MGR. DRIVE- THRU MENU LA O ( ) PROD. MGR. J.R. C.M. B. FLANNERY OFFICE OUTLET NOTES O ® �1 SEE OFFICE CIRCUIT/ OUTLET CIRCUIT DUPLEX QUADRATEX HEIGHT NOTE AND POS COMMUNICATION ----- - ---- ------ --- NOTE: � A5 2 18" AFF OFFICE GENERAL SHEET FOR DETAILS IN OFFICE. ( �� ELECTRICAL CONTRACTOR TO CONSULT WITH BOTH OWNERS FOR FINAL ELECTRICAL REQUIREMENTS. A5 1 36" AFF OFFICE GENERAL GROUND LOOP CONNECTS TO VEHICLE DETECTOR, INTERCOM SYSTEM AND TIMER INTERFACE BOARD LOCATED IN OFFICE. 2" ! -"----'---------------- A5 2 78" AFF OFFICE GENERAL i CONDUIT FOR SPEAKER (IF SEPARATE POS-1 IS USED) ALSO I GROUND LOOP AT DRIVE-THRU WINDOW A7 1 1 3fi" AFF OFFICE GENERAL I CONNECTS TO INTERCOM SYSTEM. VERIFY WITH OWNER AND I CONNECTS BACK TO R.I.S. SYSTEM. `- ! i A9 1 72" AFF SOUND SYSTEM I DUNKIN° LONUTS CONSTRUCTION MAivAGER FOR EXACT ( �_ MAIN DISTRIBUTION PANELDOARD NOTE: I 1 >� I LOCATION. PROVIDE FOR 5 CAR STACKING. ALSO SEE SI"I-E PLAN I PROVIDE 71MER DISPLAY AT DRIVE-THRU AREA, l A33 1 48 AFF DT MENUBOARD I °,_ I -- 1 WALL OR CEILING MOUNTED, CONNECTED BACK I A37 1 18" AFF OFFICE COMPUTER I BY OTHERS. {MENUBOARD SHOWN HAS SPEAKER AKER !viOlJNIL i TO INTERFACE BOARD AT MAIN OFFICE. C; INSIDE. ALTERNATE HAS A SEPARA CE. SPEAKER POST). ) VOLTAGE: 120/208 PHASE: 3 LUCA ION: SEE PLAN ---_J� SEE OFFICE SCHEMATIC ON SHEET E3 ` _____"____..___.___._.___"_.__.._.___ ._....".___.._.._ --__---•------------------�-- _ _ _ BUS AMPS: XXX WIRE: 4 MOUNTING: SllR�`ACE • . RUN ALL WIRE `�- - -- �0 MAIN OVERCURRENT DEVICE: RE.tAARKS: -- C FFI CE P R E P REA U TI LI TY TO I LET !NS!C TO OFFICE ��� L-'- --_ ._i___J MAIN CIRCUIT BREAKER `,d ? DRIVE- J AMPS: XXX ��...// _ SHOWN HERE iH W� A33 THRUI FOR CLARITY / H� t IABOVEI � BREAKER LOAD BREAKER LOAD CKT DESCRIPTION CKT DESCRIPTION � \ AMP POLE KVA HA5 AMP POLE KVA HA5 W.P. G.F.I. SEE P.O. `�M.S.- " 1 PANEL "A" XXX 3 XX.X A 2 PANEL "B" XXX 3 XX.X A " " i 42 ABOVE GRADE \ B 4 BY CHRISTY'S E.C. B NOTE C 3 (SEE NOTE BELOW) -�aI ¢ oA� J ® ii �I 1 I O I I � SEE P.Q.S. i I 1 7 HVAC UNIT #1 - 4 TONS 30 3 2.4 A 8 HVAC UNIT #2 - 4 TONS 30 3 2.4 A 3 NOTE "C" 9 2.4 B 10 2.4 B I Q N I I 11 2.4 C 12 2.4 C � 1 I 13 MICROWAVE a A39 + A40 ; ` 20 2 1.7 A 14 HOLMAN TOASTER 20 2 1.6 A a A15 A40 A % ---'� I I 15 1.73 B 16 1.6 B / I I 17 MICROWAVE (OPTIONAL) 20 2 1.73 C 1S ICE MACHINE 20 2 1.4 C 00 M '---- A321 F--------� --- -- -.� I I I I 19 1.73 A 20 14 A N N ' �� - ��A I AC-1 1 a AC-2 i i 21 ESPRESSO 30 2 1.55 B 22 ICED COFFEE BREWER 30 2 2 B o Q oo d I I 23 1.55 C 24 2 C Q ° r7 r o I �o j `t i 25 DUNKACCINO DISPENSER 20 2 1.7 .A 26 SPARE 20 1 ASEE f� W�} NOTE "D" a l 1 I I 1 -, I 17 DOOR 27 1.7 B 28 COFFEE MAKER 40 2 3.5 B ,Q m N cfl 1 1 I 1 o ; o I 1 ! WALK-IN 29 TOILET EXHAUST FAN 20 1 .6 C 30 3.5 C I N""® ♦ c� ' ! COOLER 31 SPARE 20 2 A 32 COFFEE MAKER 40 2 3 5 A x� VQ � ♦ B 34 3.5 B OEW I a ♦ I I A32 1 1 33 m<n o _ ------ ----- o ♦ J A36 i 35 SPARE 20 2 C 36 COFFEE MAKER 50 2 4.13 m0 n(L5,_:ca I Qr. o ♦ I I 37A 38 4.13 AQ �I ¢ N-' O p 39 COOLATTA MACHINE 342 20 2 1.5 B 40 COOLATTA MACHINE 342 20 2 1.5 B 1 I I 41 TAYLOR 342 SIDE 1 1.5 C 42 TAYLOR 342 SIDE 2 1.5 C 1 SEE P.O.S. i NOTE "D" ! 1 1 co A29 I I PHASE A LOAD (KVA): XXX I u u I Q I SEE P.O.S. M7 M8 i PHASE B LOAD KVA : XXX " W.P. G.F.I. PHASE C LOAD (KVA : XXX !i d i NOTE A 1 ON ROOF j TOTAL LOAD (KVA): XXX ! N 04 o Il I I 1 I / a N / -� Q 1 O - � PANEL OARD "A's I Pao! N 1 i VOLTAGE: 120/208 PHASE: 3 LOCATION: SEE LAN BUS! MAIN AMPS: XXX WIRE:OVERCURRENT DEVICE: 4 REMARKS: SURt-A�.F ,.� o CIRCUIT #M-1 I N a PROVIDE[NDER SLAB ELECTRIC SERVICE`t TO FROMLINE EQUIPMENT IN RIGID AMPS: XXX cv �+ CONDUIT NDER SLAB UP INTO COMMON BREAKER LOAD CKT DESCRIPTION ____ CHASE Its FRONT LINE CASEWORK. BREAKER LOAD �� CKT DESCRIPTION AMP POLE KVA HAS AMP POLE KVA. HAS w ---- -------- ----- N IP/S ---- 2 P.O.S. LINES ----- Q 1 LIGHTING * 20 1 1.5 A 2_ CASH REGISTER 20 1 .2 A - SEE P.O.S. O 9 w NOTE "B" U u� I 3 LIGHTING * P S 20 1 1.1 B 4 CASH REGISTER 20 1 2 B N o 1 " N 5 OFFICE 20 1 1.5 ' C 6 V.D.U. OUTLET 20 1 1.6 C ADD AN EXTRA 2 1/2 1 _ �2T 7 OFFICE 20 1 A 8 #55 PRINCE WARMING 1 20 1.5 A CONDUIT FROM BACK BAR f o0WALL TO FRONT COUNTER a 09 SOUND SYSTEM 1 •5 8 -10 PRINTERS 20 1 1.0 B �` \ 11 LTG GNL+REF __ 20 1 8 C 12 CASH REGISTER 20 i 2 C s 13 EXTERIOR LIGHTING**TIC 20 1 .6 A 14 COFFEE STATION 20 1 1.5 A / `r % �♦ \ 15 CASH REGISTER 20 1 .2 B 16 COFFEE STATION 20 1 1.5 g a �S �S 17 LIGHTS, EXIT & EMERG. 20 1 .8 C 18 COFFEE STATION 20 1 1.5 C 19 DISPLAY CASE BALLAST 20 1 1.0 A 20 COFFEE GRINDER 20 1 1.13 A o 21 DISPLAY CASE BALLAST 20 1 1.0 B 22 UNDERCOUNTER REFRIG. 20 1 .6 B ii I I 23 DISPLAY CASE BALLAST 20 1 1.0 C 24 UNDERCOUNTER REFRIG. 20 1 .6 C 0 0 SERVING - SALES - - STORE 25 BACK LIT GRAPHICS 20 1 1.0 A 26 UNDERCOUNTER REFRIG. 20 1 .6 A o V) 27 BAGEL SIGN 20 1 •6 B 28 REF & BACK BAR 20 1 .9 B AREAAREA SALES AREA' I 29 WP RECEPTACLES 20 1 18 C 30 REF & SACK BAR 20 1 .9 C 0 m g 31 EXTERIOR SIGNS 20 1 1.5 A 32 BELLS/BUZZERS/CLOCKS 20 1 .5 A __ __ ________________ _ I 33 EXTERIOR MENU BD. 20 1 6 �B 34 HAND DRYER 25 1 2.0 B Ld 0 w - ----------------® --------- ----®---------------- -- 35 PYLON SIGN 20 1 1.0 C 36 REACH IN F/C 20 1 .8 C � � � 1❑ J Cl J J 37 OFFICE COMPUTER 20 1 5 A 38 GENERAL OUTLETS 20 1 1.5 A D_ J 39 D.T. WINDOW 20 1 S B ' i"- f,G_ NERA_ OUTLETS 20 1 1.5 B Q 41 FIRE WARNING SYSTEM 20 1 .5 C -42 ITOASTER FAN 20 1 .6 C I''"I0 z Z A13 A31 A35 PHASE A LOAD (KVA): XXX � PROVIDE 6' EXTRA WIRE PHASE B LOAD KVA): XXX LLJ PHASE C LOAD (KVA XXX TOTAL LOAD (KVA): XXX POWER PLAN * P/S = PANEL SWITCHED ELECTRIC ** TC = TIME CLOCK CONTROL o a, SCALE: 1/4" = 1'-0" PANELBOARD "B" CHRISTY'S VOLTAGE: 120/208 PHASE: 3 LOCATION: SEE PLAN ELECTRIC LEGEND BUS AMPS: XXX WIRE: 4 MOUNTING: SURFACE MAIN OVERCURRENT DEVICE: REMARKS: MAIN CIRCUIT BREAKER N 1. POS TERMINAL INFORMATION: DUPLEX OUTLET 12" A.F.F. UNLESS NOTED OTHERWISE AMPS: XXX E^- - 110V AC DUPLEX OUTLETS POS NOTE: ry GENERAL CONTRACTOR TO PROVIDE FOR P.O.S. SYSTEM AS SHOWN ON ELECTRICAL x G=G.F.I. C=ABOVE COUNTER WP=WATERPROOF CKT DESCRIPTION BREAKER LOAD} T BREAKER LOAD DESCRIPTION Z ,�Q w I , t AMP POLE KVA HAS CKT AMP POLE KVA HAS L1J 2. RECEIPT PRINTER INFORMATION: DRAWINGS OR, AT MINIMUM THE FOLLOWING CONDUITS: X X = NUMBER OF GANGED DUPLEXES IF MORE THAN ONE - _ � /-� - 110V AC DUPLEX OUTLETS y f - SHARED WITH TERMINAL OUTLETS A) 2 1/2" I.D. FROM 4x4x3 JUNCTION BOX LOCATED BEHIND OFFICE DESK UP THE WALL TO � 1 GENERAL OUTLETS 20 1 1.5 A -2 SPAP.E A < O POWER OUTLET - 208 VOLT, X = AMPERE Q - WIRED DIRECTLY TO TERMINALS ABOVE CEILING. 3 GENERAL OUTLETS 20 1 1.5 B 4� B 0 3. REMOTE PRINTER INFORMATION: B) 2 1/2" I.D. CONDUIT WITH 2'-0" SWEEPS �T ENDS FROM A HUB LOCATED IN THE TELEPHONE OUTLET - FLOOR OR WALL MOUNTED; 5 SPARE 20 1 C 6 C -•! � = O Q - 110V AC DUPLEX OUTLETS FRONT LINE CHASE UNDER SLAB TO THE BACK WALL. TERMINATE ABOVE CEILING. 00' SEE OWNER FOR REQUIREMENTS ! O Z Z- WIRED TO TERMINALS VIA RJ-45 C) 1" I.D. CONDUIT FROM BEHIND THE DRIVE FHRU CASH STATION UP THE WALL TO ABOVE 7 SPARE 20 1 A 8 WALK-IN COOLER 20 2 .85 A m J-BOX IN FRONT CABLE CHASE CEILING. > DATA OUTLET FLOOR OR WALL MOUNTED; 9 SPARE 20 1 B 10 .85 B 4. VDU INFORMATION: D) 2"x4" ELECTRICAL BOX 6'-0" A.F.F. WITH 1" CONDO!, IN WALL TO ABOVE CEILING. 2 1/2" CONDUIT UNDER SLAB 11 SPARE 20 1 C 12 SPARE 20 2 C >_ FIXTURES MUST BE PURCHASED THROUGH A NATIONAL U - 110V AC DUPLEX OUTLETS CENTER 32"x32"x3/4" PLYWOOD BLOCKING IN WALL FOR VDU UNIT. TRANSIENT VOLTAGE SURGE SUPPRESSOR 20 1 A 14 A O - MOUNTING: WALL, CEILING, OR ACCOUNTS PROGRAM WITH VILLA 31 10. SUPPLY INC., 1218 ALL THE MAXIMUM CONNECTION LENGTH BETWEEN A VDU AND ITS DEDICATED CPU IN THE 13 SPARE PEDESTAL S.MELANIEE URLEY, NATIONAL COUNTS, ATL1-800ASE C 325-0963 FRONT LINE CHASE IS 75'-0". THE CONNECTION THEN GOES TO Ti-IE OFFICE. G.G. 7O DUPLEX OUTLET 15 SPARE 20 1 B ' 16 SPARE 25 1 B = ry ry 0 5. OFFICE AREA INFORMATION: OR FAX 1-314-531-8720 FOR PRICING. PROVIDE ONE ISDN TELEPHONE JACK IN THE OFFICE. NOTIFY DUNKIN' DONUTS IF ISDN LL L_L_ JUNCTION BOX 17 SPARE 20 1 C � 18 SPARE 1 C - 110V AC QUADPLEX OUTLETS SERVICE IS NOT REGIONALLY AVAILABLE. 19 SPARE 20 1 A 20 SPARE 30 1 A - 1 MODEM LINE REQUIRED FOR Lli SUPPORT FUSED DISCONNECT SWITCH I r - 2ND MODEM LINE OPTIONAL FOR 21 SPARE 20 1 B 22 SPARE 30 1 B � � �( rr�� CREDIT CARD PROCESSING ELECTRICAL PLAN KEYNOTES I- THERMOSTAT 23 SPARE 20 1 c 24 SPARE 20 1 C w w V 6. NETWORK HUB INFORMATION: 1.REFER TO ALLIED DOMECQ "ADQSR POS DEPLO fMENT METHODOLOGY" AND APPROVED VENDORS t - 11OV AC DUPLEX OUTLETS FOR COMPLETE INFORMATION AND SPECIFICATICNS REGARDING POS SYSTEM INSTALLATION. ��� WALL CLOCK - EDWARDS #1882, 25 SPARE 20 1 A 26 SPARE 20 1 A W - LOCATED IN FRONT COUNTER EXTERIOR LIGHTS, PHOTOCELL ON, TIME CLOCK OFF. 2•RETAIL INFORMATION SYSTEMS EQUIPMENT MUST BE ON DEDICATED CIRCUITS. R.I.S. EQUIPMENT L_`-1 MOUNTED 8'-0" A.F.F. 27 SPARE 20 1 B 28 SPARE 20 1 B w Ld _J CABLE CHASE MAY SHARE CIRCUITS WITH OTHER R.I.S. EQUIPMENT, BUT NO OUTSIDE EQUIPMENT SHOULD BE 29 SPARE 20 1 C 30 SPARE 20 1 C - CONNECTS TO TERMINALS, VDU'S, 0 POWER FOR BACKLIT PANELS, SEE MANUFACTURER ON THESE CIRCUITS. L TC TIME CLOCK (BY OTHERS) BACK OFFICE COMPUTER SYSTEM FOR MOUNTING HEIGHT & LOCATION OF JUNCTION BOX. 3.ALL OUTLETS FOR R.I.S. EQUIPMENT SHOULD H \VE A THIRD WIRE ISOLATED GROUND. 31 SPARE 20 1 P. 32 SPARE 20 1 A - ORDER INFORMATION ROUTED TO F3 POWER FOR DISPLAY CASES, BALLAST TO BE 4-LOCATE ALL RECEPTACLES FOR R.I.S. EQUIPMENT WITHIN 4' OF THE EQUIPMENT THEY SERVE. 1 J HAND DRYER (BY OTHERS) 33 SPARE 20 1 8 34 SPARE 25 1 B SHEET HUB, THEN TO VDU'S & OFFICE MOUNTED IN THE DISPLAY CASE BASE. ALLOW 5.ALL R.I.S. DEVICES AT A REMOTE LOCATION FRDM THE HUB SHALL REQUIRE CONDUIT 8' PIG TAIL. 35 SPARE _! 20 1 C I 3t7 SPARE 25 1 C POWER FOR EXTERIOR SIGNAGE. REFER TO DEDICATED FOR R.I.S. USE. THE MINIMUM SIZE FOR ALL NETWORK CONDUIT IS 1-1/2". ® DOOR BUZZER - EDWARDS #115-4 WITH SWITCH 20 1 A 38 SPARE 20 1 A ® 6.ALL NETWORK DEVICES REQUIRE CAT 5 CABLE WITH RJ-45 JACKS. 37 SPARE ARCHITECTURAL DRAWINGS FOR EXACT LOCATION. A BUZZER ALARM -• EDWARDS #1065-65 W/592 39 SPARE 20 1 _ g 4�� SPARE 20 1 B 1" CONDUIT FOR UNDERGROUND LOOP FOR REMOTE 7.PROVIDE POWER CONDITIONERS / UNINTERRUPTED POWER SUPPLIES AS RECOMMENDED / 24 VOLT 'TRANSFORMER UNDER COMMON PLATE 41 SPARE 20 1 'C_ 42 SPARE 20 1 C NOTE: "P.O.S.", ALL POWER OUTLETS FOR P.O.S. DEVICES ARE DEDICATED CIRCUITS WITH F5 SPEAKER SYSTEM. VERIFY EXACT SIZE AND LOCATION REQUIRED BY APPROVED VENDORS AND ADQSR " THIRD WIRE ISOLATED GROUND. AN IG IS AN INSULATED WIRE, SEPARATED FROM ALL WITH OWNER. &ALL NETWORK CABLING / CONDUIT MUST BE LOCATED A MINIMUM OF 12" FROM ANY � DOOR BELL - EDWARDS #55-465, MOUNTED ACT A.F.F. PHASE A LOAD �KVAV XXX OTHER GROUND WIRES, RUNNING BACK TO THE BUILDING MAIN OR COMPLEX POWER POWER FOR DRIVE-THRU WINDOW, SEE ELECTRICAL CONDUIT. I ❑S BUZZER SWITCH EDWARDS #44 DOOR CONTACT PHASE B LOAD VAj: XXX FILE#: D04051 PANEL. NEMA STANDARD L5-15R I.G. FOR THE RECEPTACLE AND PLUG. USE OF IG ® MANUFACTURER FOR MOUNTING HEIGHT & LOCATION 9.OPTIONAL TELEPHONE JACKS FOR OUTSIDE LIN[�S MAY BE PROVIDED IN OFFICE AREA AND PREP PHASE C LOAD KVA)): XXX DUPLEX OR QUADPLEX OUTLETS: (I.E., HUSBELL IG-5262, IG-5362 OR EQUIVALENT). OF JUNCTION BOX. AREA. �^ DOUR BELL BUTTON - EDWARDS #852 TOTAL LOAD (KVA): XXX DATE: 04/06/05 * P/S = PANEL SWITCHED PROD. MGR. J.R. ** TC = TIME CLOCK CONTROL C.M. B. FLANNERY OFFICE OUTLET NOTES C) 0 CIRCUIT DUPLEX QUADRATEX HEIGHT A5 2 18" AFF OFFICE GENERAL ( GROUND LOOP CONNECTS TO 'VEHICLE DE'ifCiOR, INTERCOM -�-��- A5 1 36" AFF OFFICE GENERAL I SYSTEM AND TIMER INTERFACE BOARD LOCATED IN OFFICE. 2" j RIS LEGEND -----_---------------------- A5 2 78" AFF OFFICE GENERAL I CONDUIT FOR SPEAK" DRIVE-THRU TIMER (NOT USED) __-_- I GROUND LOOP AT DRIVE-THRU WINDOW � " ER (IF SEPARATE POST IS USED) ALSO A7 1 1 36 AFF OFFICE GENERAL ENSURE ADEQUATE SIZE AND I CONNECTS TO INTERCOM SYSTEM. VERIFY WITH OWNER AND I , I CONNECTS BACK TO R.I.S. SYSTEM. I " OF PULLSTRINGS TO i DUNKIN' DONUTS CONSTRUCTION MANAGER FOR EXACT I i G. 120 V QUADRATEX OUTLET ROUTER I I A9 1 72 AFF SOUND SYSTEM # I D NOTE: I I " ACCOMMODATE FUTURE I LOCATION. PROVIDE FOR 5 CAR STACKING. ALSO Sf"E SITE PLAN I W/ISOLATED GROUND) PROVIDE TIMER DISPLAY AT DRIVE-THRU AREA A33 1 48 AFF DT MENUBOARD WALL OR CEILING MOUNTED, CONNECTED BACK I A37 1 18" AFF OFFICE COMPUTER READER BOARD. BY OTHERS. MENUBOARD SHOWN HAS SPEAKER MOUNTED DT 120 V DUPLEX OU-FLET G'� SWITCH TO INTERFACE BOARD AT MAIN OFFICE. l INSIDE. ALTERNATE HAS A SEPARATE SPEAKER POST). ) I SYST EOMI I.G. W/ISOLATED GROUND '1 FI MATIC ON SHEET E3 _. _.__,___._._ CC SEARGENT CREDIT -_-----_ --__� SEE OFFICE SCHEMATIC -------.t._______-- .-__�.---_-_--.--_._.__. ._.__-__.._._.__._v.._._._._.__ .O TELEPHONE OUTLET, RJ45, BOX \ ! _-- m-�- OFFICE- - PR P AR A �-UTILITY TOI LET E � �--� - DATA OUTLET, RJ45MODEMSO DRIVE E E I �H W\ ® >> D DTT DT 90 fP IP CONVERTER �J THRU J.B. ® C ILING, CONDUIT i \ > POINT OF SALES TERMINAL --__..1_.,, DOWN T 8" A.F.F. jABOVE� \ o"�— 7�----- > > > POS > ♦ REQUIRED .�--- 3/4" CONDUIT ABOVE - - .a-A-� I •� (HEIGHT F FIRST SHELF!, �M.S.i � �+ - �`~�__ _- �'`" ""-�--�-°"'� s> SUPS UPS �F POINT OF SALES SITE CONTROL I \ CEILING, CONNECTS 2 ®� �` SECTION . j I �Pr�,r POS TERMINAL_(FUTURE/OPTIONAL) gC (SELF MOUNTING) \� POS UNITS ® D.T. c_� ,,� VIDEO DISPLAY RADIANT ONLY I J.B. ® CEILING, CONDUIT o _ ! \ CLOCK r"'pr I i ,,�` VDU UNIT (REQUIRED) DT DRIVE THROUGH % \� DOWN TO S" A.F.F. -!. � . I 1 12 I 1 �z A ; ;ABOVE p / �,O I I a TIMER (OPTIONAL) (HEIGHT OF FIRST SHELF 5A II 2 j ORDER i i i� ---�orr� -- P®�/ SECTION). -- _ F VIDEO DISPLAY UNI`i �AMV _ _ I TAKER I _ �U (FUTURE/OPT10NALI RP. RECEIPT PRINTER DRIVE THROUGH PREP PRINTER - f� I I FDTC] PP. -- --� 9B > j _ I CONSOLE (REQUIRED) > + 1 1 1/2 CONDUIT ABOVE DRIVE THROUGH B.O.H. BACK-OF-HOUSE PC a0 CEILING, FROM 2 POS a i El TIMER (REQUIRED) PC �� UNITS ® D.T. TO OFFICE. �� i I WALL MOUNTED 4A ♦ O 5'-11" A.F.F. (61" �0 ---'� - �i �,.�� I i CONDUIT W/ PULLSTRING FOR TO BOT. OF VDU) 5 4 WALL MOUNTED �` 1 �_ - _ FUTURE READER BOARD. RIS SYSTEM (GENERIC - SEE PLAN AND VERIFY W/ OWNER) Q ! 6'-6 A.F.F. (58' I ONLY WHEN VDU i TO BOT. OF VDU) I �7 �\ J� f ®OOR 4 ;' IS PRESENT 6 © �m� J.B. ® CEILING, CONDUIT--- 1 3 I O� _ \ G I I i yyA�!'� -IN 2" CONDUIT I'OR SPEAKER ��. , I VDU � LG. LG' PC SITE ---------___ LG. �t--� DOWN TO 42" A.F.F. i ❑ 5A 4A i , ! I I COOLER POST, CONNECTS TO INTERCOM 5� CONTROLLER - NETWORK HUB � xZN SYSTEM LOCATED ii! OFFICE.v 9 O�co ! VIDEO I w- IH -� I -ONLY WHEN VDU'S m m I 1 CONTROLLER MODEM g I g �•- I \ / I i i --I I i j ARE PRESENT O p !� 'f�1 ♦ �---. I I I I MODEM I 1 I ;" C ti��.n !I 15 I 6 1 �I o" " NETWORK i•G• I.G. POS - i! e /JB., 8 BELOw! II f I I CASH HUB + NETWORK WIRING FOR -- ! a r- --- I -7 / CEILING II ie j DR. VDU's ABOVE CEILING ! II 11 I ; 1 7 MQDEIvI OVER TO WALL CONDUIT. 9 ° i I I I -I I LG. - ,%� ' 2 3 �� 11 VIDEO i G � LG. CONTROL B.O.H. PRIM!TR Q I I POS o:::,Pl I I 1 1/2" CONDUIT ! j 7 8 9 18 19 i I PRINTER 2 3 OR 1 TYP. (ECR VDU'S) 4 VDU VDU 4 ! 1 � % p O � ! 1 ECR BASED U ! 20 21 8 PC BASED C� 1 � > ♦ I f�1 NETWORK WIRING FROM > ♦ WALL CONDUIT TO POS- COMMUNICATIONS EQUIPMENT SCHEDULE 10/04 E ♦ ♦ 7A i © ; 2 OFFICE AREA. ® 11 6 1 12 Asp s j ® 1 1 KEYNOTE REQ'D DESCRIPTION LOCATION VOLTS AMPS TRANSFORMER7Mll EXCEPTIONS/ z 1 ,- --- ----------- NOTES 9B 9A i� # QTY r 1 12 /� POS EQUIPMENT = Y f 4. 7C i I 2A �/ 1 3 POINT OF SALES TERMINAL (POS) 2 FRONT LINE, 1 DRIVE-THRU 100-•120V 2.0 NO RJ45 / 7B / 1A 1 POINT OF SALES TERMINAL (POS) 1 ORDER TAKER 100-120V 2.0 NO RJ45 PROVIDE CONDUITS (DUPLEX POWER 2 1/2" CONDUIT UNDER - -- (FUTURE/OPTIONAL) & LOW VOLTAGE), PULLSTRING & K \ COVERPLATESs�� bj El SLAB FROM NETWOft HUB TO WALL CONDUIT /\ I � (ADD O EXTRA} 1 �I 2 2 RECEIPT PRINTER 1 FRONT LINE, 1 DRIVE-THRU 100-•240V 2.0 YES RJ45 UNDER COUNTER FOR ALL EXCEPT D.T. (ON TOP OF COUNTER) j J ►�� \� 2A 1 RECEIPT PRINTER (FUTURE/OPTIONAL) 1 FRONT LINE 100-120V 2.0 NO RJ45 >n 3 1 ORDER/PREP PRINTER-IMPACT 1 DD PREP 24�34V 1.2 YES RJ45 O i 4 0 VDU Lai 100-240V 1.5 NO N/A Q \` 4A 2 VDU (OPTIONAL) - 1 DD PREP BOTTOM OF SANDWICH STATION VDU ® 68" C�. S TO R E 100--240V 1.5 NO N/A o SERVING --l ' SALES I I ( BOTTOM OF DT VDU ® 61 i I MOUNTING. WALL 1 DRIVE-THRU COFFEE ( " SALES AREA BOTTOM OF BR VDU 48 TO 60"AREA AREA I � Z � ; I i i 5 1 VDU CONTROLLER (PC BASED) 1 DRIVE-THRU COFFEE 100-120V 1.0 YES RJ45 j — O m � I I I W 100-120V 1.0 YES RJ45 Z Lij _ 5A 2 VDU CONTROLLER (PC BASED) 1 DD PREP W O 1 DRIVE-THRU 5B 0 VDU CONTROLLER (ECR) 100-•120V 1.0 YES RJ45 O 6 1 POS NETWORK HUB/ SWITCH POS COUNTER FRONT CHASE 100-120V 0.5 YES RJ45 ;- Q LOW VOLTAGE PLAN- NOTE: 7 1 PC SITE CONTROLLER OFFICE100-120V 4.0 NO RJ45 z ALL CEILING MOUNTED VDU'S TO BE SUSPENDED FROM O - SCALE: 1 4" = 1'-0" UNISTRUT BY THREADED ROD W/ WHITE PVC SLEEVE. 7A 1 ECR SITE CONTROLLER POS 115-230V 0.2 YES— RJ45 - d CONNECT UNISTRUT TO ROOF STRUCTURE. VDU BY PUS 100-120V 0.2 YES RJ11/ 45 z VENDOR; UNITSTRUT & THREADED ROD BY G.C. UNISTRUT 7B 1 ECR MODEM POS COUNTER TO SUPPORT MINIMUM 50 LB. WEIGHT . 7C 1 ECR IP CONVERTER POS COUNTER 100-•240V 0.2 YES RJ45 8 1 PRINTER (BACK-OF-HOUSE) OFFICE 100-•120V 8.2 NO —�I N/A PC BASED POS SYSTEM -9 1 MODEM (EXTERNAL) OFFICE 120V .2 YES �I N/A PC BASED POS SYSTEM POS— NOTES 9A 1 MODEM (INTERNAL) POS COUNTER FRONT CHASE 120V .2 YES N/A FOR ECR CREDIT; LOCATED INSIDE #7B GENERAL NOTES 11 1 JOURNAL PRINTER DD POS- UNDER COUNTER 120V •95 NO SSERRIAL ECR POS TERMINAL N I BACK ELEVATION FRONT ELEVATION HOLE PLACEMENT 1. REFER TO www.adrus.com/extranet FOR A LISTING OF DT ON TOP OF COUNTER LIJ PLAN VIEW APPROVED POS VENDORS BY CONCEPT. 12 3 CASH DRAWER UNDER COUNTER-ALL POS N/A N/A N/A RJ45 r--REMOVABLE _ �� EXCLUDING DT & ORDER TAKER DT OT DOES NOT GET A CASH DRAWER N 2. FINAL �3 DRAWINGS NEED TO BE PROVIDED TO POS PANEL 1Q" 10" VENDOR THAT IS SELECTED. OTHER COMMUNICATIONS DEVICES a1 1 1 ,--® 1 � 1 + SERVICE SIDE , - � J PO POS PO PO s 3. POS VENDORS REQUIRE DEDICATED ISOLATED GROUNDED 120V N A NO RS232 MUST BE WITHIN 60FT OF DISPLAY '\ I 10 °� �200 o 15 -1- DRIVE THRU (DT) TIMER CONSOLE OFFICE / (DIG) OUTLETS ON A 20 AMP CIRCUIT DEDICATED ONLY TO POS EQUIPMENT. 60Hz, 120+ -10%. ALL POS TERMINALS 16 1 DT REMOTE DISPLAY NEAR DT, VISIBLE TO LOW VOLT N/A NO RS233 LOVO THROUGH CONSOLE r n O R 11 LE AND VIDEO DISPLAY DEVICES REQUIRE A DUPLEX OUTLET. - ENTIRE SERVICE AREA U V J I t W ® ® THE BACK OFFICE CONTROLLER REQUIRES A QUAD OUTLET. 17 1 DT PERCENTAGE DISPLAY ADJACENT TO REMOTE DISPLAY LOW VOLT N/A NO RS234 ADJACENT TO REMOTE DISPLAY O LJJ T' THE NETWORK SWITCH REQUIRES A DUPLEX. IF FEDERAL, O V U CUSTOMER SIDE STATE, AND LOCAL WIRING CODES DO NOT MEET THIS PHONE & DATA LINES FRONT LINE POS COUNTER ® DUNKIN' AREA REQUIREMENT, CONTACT THE POS VENDOR FOR __ m Q INFORMATION ON ADDITIONAL EQUIPMENT THAT CAN BE 18 1 DATA MODEM FOR POS OFFICE LOW VOLT N/A N/A RJ45 ECR/ PC BASED SUPPORT LINE z 1 / Q PURCHASED TO MEET THIS REQUIREMENT. IF THIS / } REQUIREMENT IS NOT MET, 11-iE POS SYSTEM WARRANTY IS 18B 1 ECR DATA/MODEM FOR POS OFFICE LOW VOLT -N/A N/A RJ45 RUN CR DA %SPEED ROUTER LOCATION TO INVALID. POS NETWORK HUB L 4. ALL POWER INDICATED ON THIS PLAN MUST HAVE A THIRD _ • WIRE, SOLATED GROUND, AND BE TERMINATED WITHIN (4) 19A 1 DATA/MODEM FOR CREDIT OFFICE LOW VOLT N/A N/A I RJ45 PC BASED POS SYSTEM CREDIT OUTLETS FOR FEET OF THE DEVICE. CARD PROCESSING MUSIC AND - 5. IG-53E2 RECEPTACLES MUST HE USED FOR ALL POS LAJ SECURITY DEVICES. LABEL RECEPTACLES "POS ONLY". 19B 3 DATA/MODEM FOR CREDIT 2 FRONT LINE, 1 DRIVE-THRU LOW VOLT N/A N/A RJ45 ECR POS SYSTEM CREDIT; (OPTIONAL) CARD PROCESSING ; RUN ECR DATA j CC DATA LINE FROM f I 0;FIGE/ HIGH SPEED ROUTER LOCATION TO �_ 6. LOW V)LTAGE WIRE IS REQUIRED TO BE CATEGORY #5 I POS NETWORK HUB 0 ' ' ` i 7 '. CC/POS CABLE RUN IN 1)2' RIGID CONDUIT WITH PULLSTRING FOR LJJ _ POS EQUIPMENT ONLY, AND MUST BE TERMINATED WITH 20 1 FAX LINE OFFICE LOW VOLT N/A N/A RJ45 - ! SHELF_ SW P 18 8 RJ-45 JACKS. _ BACK WALL-- � 7. A 12" MINIMUM SEPARATION MUST BE MAINTAWED 21 1 PHONE LINE OFFICE LOW VOLT N/A N/A RJ45 \ / �/ BETWEEN LOW VOLTAGE WIRES AND POWER WIRING (TO TRAINING IF APPLICABLE) LOW VOLT N/A N/A j RJ45 SHELF I.G. 2 U PHONE LINE ( SHEET 1 ORDER TAKER AVOID ELECTRICAL INTERFERENCE). VOICE � POS / OPTIONAL c N/A 0 PHONE LINE OFFICE (COMPUTER LINE} LOW VOLT N/A N/A RJ45 fli ♦� ¢ p CASH POS ( ) EQUIPMENT NOTES N/A 0 FAX LINE PR OFFICE LOW VOLT N/A N/A RJ45 �i Q = _ _--___ -H I DRAWER 1. VDU HEIGHT TO BE (' ORDINATED WITH EQUIPMENT AND _1 o i \�l COU4 TER \ to in SIGNAGE (SEE ELEVATIONS). N/A 0 PHONE LINE OFFICE LOW VOLT N/A N/A RJ45 B.O.H.K) 2. ONLY REQUIRED EQUIPMENT IS VISUALLY REPRESENTED / SECURITY SYSTEM LOW VOLT N/A N/A RJ45 I �`� PC N A 0 PHONE LINE AND TAGGED iS SHOWN ON TH{S FLOOP. PLAN. OPTIONAL EQUIPMENT IS TAGGED BUT NOT SHOWN GRAPHICALLY. N/A 1 DSL/CABLE/ISDN/SATELLITE OFFICE LOW VOLT N/A N/A I RJ45 INTERNET/ FUTURE POLLING/ RADIANT FILE#: D04051 2� OFFICE SCHEMATIC 3 DRIVE-THRU POS COUNTER DATE: 04 06 OS PROD. MGR. J.R. C.M. B. FLANNERY 1 �f G DRIVE®- - OFFICE PREP AREA UTILITY ---T01LET � O � � CONNECT TO SHOWN HERE /'H,W� r� THRU EXISTING G FOR CLARITY H1R. HOSE BIBB - SECURELY `�. GAS SERVICE 1� -� ABOS 1� ANCHOR TO WALL 0 CONNECT TO ---- --- ----- f -- _ --- 1\ \ EXISTING WATER SERVICE P3 -- I \ { , I FILTERED WA,TER SERVICE TO -HOT WATER HOSE , i UNDER SLAB ! I , BIBB 0 1'-4 A.F., . I I WATER FILTRATION BREWING EQUIPMENT 1 L ;% SYSTEM RUN GAS !_INE TO ROOF HVAC I i UNITS, ISOLATE EACH UNITWITH A SHUT OFF. I -- -- P2 � ' ` I � NOTE: 00 , __- : I INDIVIDUAL FILTERS ALSO FILTERED WATER SERVICE TO r--------� ---_ ' --- ICE MACHINE: AND POST MIX I PROVIDED FOR PROOFERS AND P6 '- RG i AC-1 I I P4 o AC-2 I I I FOR ELECTRIC DECK OVEN - • o COORDINATE W/ EQUIPMENT -- I I SPECIFICATIONS g P1 I VERIFY NUMBER OF FILTERS 1 I ' -- 17 DOOR TO BE USED NTH OWNER 40) d I h t WATER SERVICE. TO ALL OTHER Q - ! I `�!AL K--�i V INCOMING DOMESTIC -----��j POINTS OF USE - TOILETS, I I I i I P5 j I COOLER WATER SERVICE _ SINKS, ETC. � 1 I� ! ___ _ DETAIL : - --- _ i __ , ' I " y i NOT TO SCALE m� --- --- ----T�------ - -- --- +--- ------ -- -�-- ------ ---------- ---". ---j i (OPTIONAL) .§o I - ° I °' I " S I I 1 __- 10- '-UNDER SLAB { = , _ ! RG RG I l I I I i FRONT LINE CHASEkj I L_ • , I (III I � I ill I , `' t i 2, s.1 ac` I I I I I I i II I I q : { { I Lo it II w \ I I I I Q Q SERVIiNG S A L E S C— STORE o \ I I I I PLUMBING iN THIS STORE IS EXISTING, REUSE � AREA AREA SALES AREA WHERE POSSIBLE. UPGRADE TO MEET ALL � APPLICABLE STATE AND LOCAL CODES. I } I I { 0 m M CONNECT NEW PLUMBING TO EXISTING. it II 0 -- z w - -- _ __________ J\ ---- ---------------"- --------------®------------------d W � can PLUMBING FIXTURE SCHEDULE � EE co C) J U MARK DESCRIPTION WASTE VENT COLD HOT w Q < WATER WATER C� Z P 1 WATER CLOSET 4" 4" 1/2' p _ TTI P 2 LAVATORY 2' 2" 1/2" 1/2" Z HOT & COLD WATER & GAS PIPING PLAN P 3 MOP SINK 3" 3' 1/2" 1/2" P 4 POT SINK 3" 3" 1/2- 1/2- SCALE 1/4"=1'-O" P 5 HAND SINK 1 1 1/2' 1 1/2" 1/2" 1/2" ALL LINES SHOWN ARE TO BE ABOVE SLAB/CEILING U.N.O. * P BACK BAR SINK 1 1/2' i 1/2' 1/z' 1/2' " SINK PROVIDED AS PART OF EQUIPMENT PACKAGE - PLUMBER TO MAKE FINAL CONNECTIONS. PROVIDE COLD WATER SERVICE TO FRONT LINE EQUIPMENT IN INSULATED CONDUIT UNDER SLAB UP INTO COMMON CHASE IN GENERAL NOTES Q 00 FRONT LINE CASEWORK. N 1. ALL PREP AREA AND SERVING AREA EQUIPMENT WILL BE FURNISHED => I-_ AND INSTALLED EXCEPT AS NOTED, (SEE K2 SHEET, EQUIPMENT SCHEDULE). EQUIPMENT WILL BE FURNISHED WITH TRIM AND Z FAUCETS, EXCEPT AS NOTED. PLUMBING CONTRACTOR SHALL O � Z PROVIDE ALL ROUGH-IN TRAPS AND MAKE ALL FINAL CONNECTIONS. r n Q .2. PLUMBING CONTRACTOR SHALL FURNISH AND INSTALL ALL GAS U y J Q PIPING AND MAKE ALL 'FINAL CONNECTIONS. GAS PIPING TO BE O SCHEDULE 40 BLACK STEEL PIPE AND BANDED MALI FABLE IRON c=� FITTINGS. m z 3. ALL PIPING IS SHOWN DIAGRAMMAI CALLY, EXACT LOCATIONS SHALL Q BE DETERMINED IN THE FIELD. EQUIPMENT LOCATIONS ARE . o APPROXIMATE, COORDINATE EXACT LOCATIONS WITH ALL TRADES ?- CD L-J BEFORE INSTALLATION. O 4. A PIPING SHALL BE RUN CONCEALED UNLESS OTHERWISE NOTED. LL SYMBOL LIST 5. ALL UNDERGROUND WATER LINES SHALL BE TYPE "K" COPPER �a GATE VALVE TUBING WITH 1/2" THICK ARMAFL EX INSULATION. m S. ALL ELEVATIONS SHALL BE VERIFIED AT THE JOB SITE. —��-- GAS COCK '7. PROVIDE BACK-FLOW PREVENTE.R AT THE LOCATIONS REQUIRED BY ----- C.W. - COLD WATER CODE AND ALL GOVERNING AUTHORI'ilES. ---- --- H.W. - HOT WATER 8. COORDINATE AS REQUIRED TO ASSURE PROPERAND ADEQUATE PROVISIONS IN THE WORK OF THE OTHER TRADES FOR INTERFACE G GAS PIPING INSIDE FOR APPLIANCES WITH THIS SYSTEM. RG GAS PIPING OVER ROOF FOR HVAC 9. ALL WORK SHALL BE SUBJECT TO THE APPROVAL OF THE •--•--•- MIXED HOT/COLD WATER PIPING ARCHITECT. • n cn 10.SEE 'K' SHEET(S) FOR EQUIPMENT CONNECTION REQUIREMENTS. H.B. HOSE BIBB 11.ALL SANITARY UNDER SLAB PIPING SHALL BE PVC. H.V.A.C. HEAT VENT AND AIR CONDITIONING UNIT '12.ALL ABOVE SLAB VENT & DRAINAGE PIPING SHALL BE CAST IRON SHEET OR COPPER. (PVC CAN BE USED IF ALLOWED BY LOCAL CODES). A.F.F. ABOVE FINISH FLOOR 13.PROVIDE WATER FILTRATION SYSTEM, BRANCH OFF MAIN LINE, FOR Q U.N.O. UNLESS NOTED OTHERWISE COFFEE BREWING EQUIPMENT, ICE MACHINE, POST MIX. D T FILE#: D04051 DATE: 04 06 05 PROJ. MGR. J.R. C.M. B. FLANNERY l �f �i ® R I VE® - OFFI CE 1 -- PREP_ AREA UTILITY -_ TOILET 0 ch �� SHOWN HERE iH W�� u^ FOR CLARITY f HTR 1 Q Q 0 ABOVE) \. �M.S.i I -._._...__..LL ..__............. _ F.C.O.. U) CONNECT TO sw EXISTING f i SEWERAGE I P2 I 00 F.D. I co N 1 pg �,�, vR (o P4 1 � I I o H.O. __F D 22, 0" DOOR Pi - ---- - ----=� - ------ -- ---- -„---- - - ° - 'WALK--INI ---- -- / F5 COOLER �N F.S. , 1 pzco GREASE TRAP, — i I SEE DETAIL 2/P3 i i i pm / I i sw V.T.R. ' I c I i I I O p l FLOOR DRAINS SHOWN ARE MINIMUM REQUIRED. ADD AS 10'-5" 5" NEEDED. VERIFY W/ OWNER. + I n 11 VR I r--- F.S. I I----- ,�� I � if •� + j FRONT LINE CHASE O - -I--- -- --- i L� F.S. I 1 1 i II N I o / ,7 ( 1 3s✓ ?ter I I I i VR� — __- ___— — -----F=-- r NOTE: `� �� F.C.O. F.S. t° GREASE TRAP SHOWN IND!CA'IES ONE IS REQUIRED. FURNISH Lo ---------J..-- -------__ _ -----J - -- __.._....__ _ ._ - NEW APPROVED ABOVE SLAB UNIT IN CONVENIENT LOCATION. '---- INSTALL PER ALL STATE ANC LOCAL CODES. i GREASE TRAP IS 1`HERMAC0 'BIG DIPPER' MODEL #W-250-IS, 25 n SERVINGSALES i i C— ST GAL/MIN, 2" IN & 2" OUT. V„ AREA AREA SALES AREA _ om � ui L -- �_________________�_ f'LUMEING FIXTURE SCHEDULE w o MARK DESCRIPTION WASTE VENT COLD HOT a V) WATER WATER E P 1 WATER CLOSET 4" 4" 1/2" P 2 LAVATORY 2" 2" 1/2" 1/2" 0 Z SOI Ls VUA S TE, 8c VENT PLAN P 4 POT SINK 3" 3" 1/2" 1/2" O z SCALE 1/4"=1'-0" " P 5 HAND SINK 1 1/2" i 1/2" 1/2" 1/2" *F.S. = W/AIR GAP — SAFE WASTE P 6 BACK BAR SINK 1 1/2" 1 1/2" 1/2" 1/2" F.D. W/AIR GAP CUP SINK PROVIDED AS PART OF" EQUIPMENT PACKAGE - PLUMBER TO MAKE FINAL CONNECTIONS. GENERAL NOTES 1. ALL PREP AREA AND SERVING AREA EQUIPMENT WILL BE FURNISHED AND INSTALLED EXCEPT AS NOTED, (SEE K2 SHEET, EQUIPMENT G� p SCHEDULE). EQUIPMENT WILL BE FURNISHED WITH TRIM AND N FAUCETS, EXCEPT AS NOTED, PLUMBING CONTRACTOR SHALL PROVIDE ALL ROUGH-IN TRAPS A14D MAKE ALL FINAL CONNECTIONS. v :2. PLUMBING CONTRACTOR SHALL FURNISH AND INSTALL ALL GAS Zp a PIPING AND MAKE ALL FINAL CONNECTIONS, GAS PIPING TO BE Q SCHEDULE 40 BLACK STEEL PIPE AND SANDED MALLEABLE IRON U Of FITTINGS. p :3. ALL PIPING IS SHOWN DIAGRAMMATICALLY, EXACT LOCATIONS SHALL BE DETERMINED IN THE FIELD. EQUIPMENT LOCATIONS ARE m0 O SYMBOL. LIST APPROXIMATE, COORDINATE EXACT LOCATIONS WITH ALL TRADES < Q 4 , � BEFORE INSTALLATION. t � W w SANITARY WASTE PIPING BELOW SLAB 4, ALL PIPING SHALL BE RUN CONCEALED UNLESS OTHERWISE NOTED. � O �GW"!'- GREASE WASTE PIPING BELOW SLAB 'n VENT PIPING BELOW SLAB '�• ALL UNDERGROUND WATER LINES SHALL BE TEE "K" CAPPER = r TUBING WITH 1/2" THICK ARMAFLE:X INSULATION. -v--- VENT PIPING ABOVE SLAB GREASE TRAP f3• ALL ELEVATIONS SHALL BE VERIFIED AT THE JOB SITE. F.C.O. FLOOR CLEAN OUT ;7. PROVIDE BACK-FLOW PREVENTER AT THE LOCATIONS REQUIRED BY CODE AND ALL GOVERNING AUTHORITIES. H.O. HUB OUTLET - 13. COORDINATE AS REQUIRED TO ASSURE PROPER AND ADEQUATE F.D. FLOOR DRAIN WAIR GAP CUP � U / PROVISIONS IN THE WORK OF THE OTHER TRADES FOR INTERFACE n v ,^ F.S. FLOOR SINK - W/AIR GAP - SAFE WASTE WITH THIS SYSTEM. V.R. VENT RISER ',a. ALL WORK SHALL BE SUBJECT TO THE APPROVAL OF THE ARCHITECT. V.T.R. VENT THRU ROOF 10. SEE 'K' SHEET(S) FOR EQUIPMENT CONNECTION REQUIREMENTS. SHEET I.W. INDIRECT WASTE 11.. ALL SANITARY UNDER SLAB PIPING SHALL BE PVC, A.F.F. ABOVE FINISH FLOOR 12. ALL ABOVE SLAB VENT & DRAINAGE PIPING SHALL BE CAST IRON ED U.N.O. UNLESS NOTED OTHERWISE L OR COPPER. (PVC CAN BE USED IF ALLOWED BY LOCAL CODES). FILE#: D04051 DATE: 04 06 05 PROD. MGR. J.R. C.M. B. FLANNERY 2" VENT C ) ® CAI IN WALL V DO NOT PROVIDE TRAP [TYPICAL GAS- I PROVIDE '�LEANOU TS 1N DISCHARGE.. INTO RECEPTOR COLD WATER SUPPLY _�- PIPE HANGER ON UNITS WHICH HAVE FIRED ROOF- PIPE SIZE TO UNIT CONNECTION THREE COMPARTMENT SINK WITH LEVER WASTES. CLEANOUT TURNS/E,'ZS OF PIPE. U5 WITH AIR GAP SUFFICIENT TO WATER HEATER. -�� NEXT TO PIPE TEE DWV FITTINGS IF SIZE TO REMOVE GRATE AND PIPE UNION: 1- SHUT-OFF VALVE �- // AN INTERNAL TRAP, TOP AIR CON- SIZE, AT UNIT CONNECTION STUB. ,,_-,:, SLIT DO DISCHARGE DITIONlNG UNIT. GROUND JOINT PIPE UNION. � IS LARO��� (H,qN 1". STRAINER. MINIMUM GAP = DIELECTRIC IF WATTS N0. 53O l�i AWAY FROM UNIT. AND GAS SHUT-OFF COCK. '4"MARANCE REQ'D F SHUT-OFF p IVdICE PIPE DIAMETER. DISSIMILAR METALS 1/2" CAIJ13RATED FULL SIZE OF BRANCH PIPE. TRAINER REMOVAL SLOPE C'IFF C THREADED PIPE TO FLOOR VALVE AS MUCt1 AS G�:�. WELDED STEEL EXPANSION E PRESSURE POSSIBLE TANK WITH POLYPROPYLENE RELIEF VALVE �l PVC ADAPTER ON RTU BRANCH PIPE. SEE 2" 2" GT 2" TOWARD LINING, FDA APPROVED FOR SET AT 100 PSI. 1 CONDENSATE WASTE PLAN FOR SIZE. CONNECTION(S). BRANCH OFF REMOVABLE GREASE SAMPLING DISCHARGE. — �� i i DOMESTIC WATER SERVICE. HARD COPPER TOP C GAS RECEPTACLE PORT MAKE CONNECTION BUTYL DIAPHRAGM RELIEF VALVE 0 4" DEEP PIPE MAIN. " TO EQUIPMENT / DISCHARGE LINE PVC PIPE TRAP. 3 `� LOCATE GREASE TRAP IN CONVENIENT LOCATION, WHERE STRAINER AS REQUIRED. -~ .,, AIR CHARGING VALVE. TO END OVER � v) DISCHARGE TRIPLE CAN BE EASILY REMOVED FOR CLEANING AND GREASE RECEPTACLE MAKE PIPE MINIMUM ONE SIZE VERIFY WITH LOCAL FILL TANK WITH AIR ET FLOOR DRAIN OR Q Q a O AWAY FROM BLOCK CAN BE REMOVED FOR WASTE DISPOSAL. LARGER THAN EQUIPMENT CON- CODES IF/WHEN TRAP PRESSURE TO MATCH JANITORS SINK. /--� SERVICE AREAS NECTION, MINIMUM 3/4". USE: "M AND/OR VENT ARE RE- WATER PRESSURE, AIM DOWNWARD, GREASE TRAP IS THERMACO OR DIPPER' MODEL OR "L" HARD COPPER UP TO 1" QUIRED FOR THE LENGTH THEN OPEN VALVE. --- WITH 2" AIR GAP OF UNIT OR WHERE SHOWN ON PLANS. 6" LONG DIRT LEG FULL ! / AND TYPE DWV FOR LARGER. OF DRAIN PIPE INSTALLED. SIZE OF BRANCH PIPE `- PIPE SUPPORT. #W-250-IS, 25 GAL MIN> 2" IN & 2" OUT. EQUIPMENT CURB MINIMUM 3" ABOVE ROOF. SEE DETAIL. ARRANGEMENT SHOWN IS SCHEMATIC. ADJUST TO SUIT FIELD CONDITIONS OR MEET LOCAL CODE REQUIREMENTS. HUBLES5 PIPING ARRANGEMENT SHOWN IS SCHE:I�ATIC. ADJUST 70 SUIT CAST IRON PIPE, FITTINGS AND CONNECTORS ALL AROUND SINK ROUTE PIPE. INCONSPICUOUSLY AND UNOBTRUSIVELY. HANG FIELD CONDITIONS. MAKE: PIPE SAMF SIZE AS TANK FITTING. PIPING ARRANGEMENT SHOWN IS SCHEMATIC. ADJUST AS REQUIRED. AND TRAP. CONNECT GREASE TRAP FROM CENTER PROVIDE PIPE AS REQUIRED. DO NOT INSULATE INDIRECT DRAIN PIPE FOLLOW MANUFACTURER'S INSTRUCTIONS FOR IN STALLAT{O . WHEN INSTALLED EXPOSED IN FOOD SERVICE FACILITY. PROCEDURE. VERIFY PROPER OPERA'"iGN WHEN INSTALLED. VERIFY CONNECTION LOCATIONS BEFORE INSTALLING PIPE RUNS. P-TRAP IF GREASE TRAP IS MORE THAN COMPARTMENT: 4' REFER TO LOCAL CODES FOR FURTHER INFORMATION. FROM SINK. NOTE: COORDINATE INDIVIDUAL BAY DRAINAGE , AIR GAP, m & DRAIN FUNNEL WITH LOCAL CODE REQUIREMENTS. - CONDENSATE -DRAIN 4 EXPANSION TANK.- � o 1 CONNECTIONS TO ROOFTOP UNIT 2 UTILITY SINK AND GREASE TRAP 3 NOT TO SCALE NOT TO SCALE NOT TO SCALE .....NOT TO SCALE HOT WATER TO FIXTURES `�' COLD WATER SUPPLY >�•�J' mP AS SHOWN ON PLANS ----__,tee TO WATER HEATER. M�� " THERMOMETER I H 9 PROVIDE A 210` F XZcV PROVIDE FULL PORT BALL 1/2 COLD WATER F TEME APPROVED o<MELBOWS TO TWO 4" X 4" X 12" REDWOOD SHUT-OFF VALVE ON ROUGH=IN. — SUPPLY DOWN IN FLASHING AND COUNTER- ' MINIMUM 12" ABOVE ROOF PROVIDE FULL PORT BALL TEMPERATURE AND mQ COMPENSATE SUPPORT BOCKS OR CCA PARTITION WHERE NORMALLY. EXTEND TO SHUT--OFF VALVES -----'�' 15O PSI PRESSURE Om00 FOR PIPE ROT-PROOF TREATED TIMBERS. DOUBLE CHECK VALVE DCV -- FLASHING OF VTR IS BY I RELIEF VALVE EXPANSION. TOE NAIL BLOCKS TOGETHER SHOWN ON PLAN. HEIGHT OF PARAPET WHEN ROOFING CONTRACTOR. I I PROVIDE PIPE WITH TEST LEVER, m�� TO PROVIDE MINIMUM 7" CLEARANCE INSTALL WATER PLUMBING CONTRACTOR WITHIN 10' OF PARAPET. FLASHING AND FILTER PER MAN- FOOT LONG SIX TO COORDINATE__ INSTAL UNIONS, DIELECTRIC SIZED WITH CAPACITY UNDER PIPES. CONNECT PIPES IF REQUIRED FOR PER WATER HEATER COUNTER FLASHING UFACTURER S SOFT COPPER is BY ROOFING TO SUPPORT WITH GALVANIZED INSTRUCTIONS ROOF INSULATION II If DISSIMILAR METALS. MANUFACTURER S NTRAOOFI PIPE CLAMP LOOSELY CLAMPED. 1F FURNISHED CUBER TUBING TO CUBER �� --�` Ill III ROOF DECK GAS-FIRED WATER CO / 18"SQ. X 3 16" ROOF WALKWAY WATER INLET. RECOMMENDATIONS. PLUMBING L GROUND / WITH ICE MACH. _-_, -- CONTRACTOR JOINT MATERIAL FOR BASE, INSTALL WHERE CONNECT TO - -- I- - HEATER PER SPECS G PROVIDE A HARD TO COORDINATE j j PIPE MATERIAL MUST BE ACCESSIBLE. MULTIPLE CUBERS CORE DRILL ROOF OR ANCHOR PIPE TO ROOF AND SCHEDULE. - jr COPPER RELIEF INSTALLATION. I I UNION. COMPATIBLE WITH ROOF WHERE REQUIRED. PROVIDE SLEEVE IF DECK WITH U-BOLT AROUND WH VALVE DISCHARGE RA INDIRECT DRAIN REQUIRED BY �+ E OF PIPE AND ANGLE IRON BURNER THERMOSTAT I I MEMB NE. I.. ' LINE FULL SIZE OF \� OPEN TO AT- IC73/4--," n CONNECT TO CUBER 'WELDED OR SCREWED TO AND I R FURNISHED VALVE OUTLET TO ROOF DECK. PROVIDE LATOFi FURNISHED II II ROOF INSULATION MOSPHERE AT AND ICE BIN DRAIN FIRE STOP SEAL BETWEEN ROOF DECK OR JOIST. WITH WATER HEATER. END OVER JS UPPER END. OUTLETS AS REQD. PIPE AND SLEEVE OR DECK MINIMUM 12" BELOW ROOFROOF DECK REFER"TO "INDIRECT WITH 6" AIR GAP. 2 FS DRAIN DETAIL FOR PROVIDE PIPE INCREASER V -,--HUBLESS PIPE CONNECTORS GAS SHUT-OFF COCK CUT ROOF FOR ID IF WHERE CODE REQUIRES A QJ � ON CAST IRON PIPE OR WITH LEVER HANDLE -� J O PENETRATION. ANCHOR PIPE TO ROOF DECK OR JOISTS. ��� MORE INFORMATION. / & GROUND JOINT UNION ,emu DRAIN VALVE BY MINIMUM 3" VEN"f TNRU ROOF - BELL. AND SPIGOT IF PVC. _� HEATER MANUFACT. 1. REFER TO PLANS FOR PIPE SIZE(S) AND LOCATION(S). USE PROVIDE FLOOR SINK AT FRONT EDGE OF ICE 6" LONG DIRT LEG LLL��� WELDED OR SCREWED FITTINGS AS SPECIFIED FOR PIPE SIZE. WITH TOP 1/2" MACHINE, WHERE ACCESSIBLE FOR CLEANING - NOT LOCATE PENETRATION MINIMUM 18" FROM ADJACENT WALLS, PROVIDE WATER- SET WH ON PLATFORM EQUIPMENT CURBS, PARAPETS, EXPANSION JOINTS, ETCETERA. BELOW FLOOR. UNDER ANY EQUIPMENT. SLOPE FLOOR 1/2" TO RIM. REFER TO PLANS FOR VTR PIPE SIZES AND LOCATIONS. LOCATE VTR TIGHT GALVANIZED (PLATFORM BY OTHERS) 2. LOCATE SUPPORTS AT THE FOLLOWING SPACING: 1-1/2"=9', 1-1/4"=8', PROVIDE COLD WATER ROUGH-IN AT TOP OF ICE MACHINE. MINIMUM THREE FEET FROM PROPERTY BUILDING OR TEN FEET R FRESH SHEET' METAL 4 =6 . PROVIDE SUPPORTS AS CLOSE AS POSSIBLE TO ARRANGEMENT SHOWN IS SCHEMATIC. ADJUST AS REQUIRED TO OR THREE FEET VERTICAL ABOVE ANY BUILDING OPENING OR FRESH PAN 2" DEEP WITH PIPING SHOWN IS SCHEMATIC PROVIDE 1 =7 & 3/ AIR INTAKE, OR ONE FOOT FROM ANY VERTICAL SURFACE. LOCATE VTR EACH ELBOW AND TEE. SUIT CONDITIONS. VERIFY CONNECTIONS WITH MANUFACTURER. MINIMUM 18" FROM PARAPET, EXPANSION JOINT, EQUIPMENT CURB, ETC. 1" DRAIN PIPE TO JS CLEARANCES RECOMMENDED BY MANUF., F OFFSET IN CEILING SPACE WHERE REQUIRED TO MEET THESE CONDITIONS. (REQUIRED IF NOT ON SLAB SEISMIC STRAPPING. SET THERMOSTAT FLOOR:, OPTIONAL ON SLAB). AT 1207• yI� a 8 GAS WATER NT THRU ROOF VTRK 5 ROOF PENETRATION 6 ICE MACHINE CONNECTIONS VENT � f Y NOT TO SCALE NOT TO SCALE NOT TO SCALE NOT TO SCALE �$ STUB ELBOWS ABOVE: FLOOR AT L-OCATIONS SHOWN ON PLAN. BURY (SEE HVAC DRAWINGS FOR GAS VALVE CONTROL USE HARD COPPER PIPE jyl PIPE AT DEPTH AS REQUIRED TO ACHIEVE APPROXIMATELY A 90 DEGREE DETAIL OF PIPING OF FIRE NOZZLE ARS #10 ABOVE FLOOR SLAB, OF ' I PENETRATION OF SLAB. PROVIDE A 'TEMPORARY PVC PIPE CAP WELDED PROTECTION SYSTI=M WHEN VENTURI #2A SIZE AS SHOWN ON PLANS. BY GAS COMPANY (VERIFY) BY PLUMBING CONTRACTOR TO ENDS OF CONDUIT DURING CONSTRUCTION PHASE. TRIM ELBOW AT TIME PREPIPED IN HOOD) EXTERIOR BUILDING WALL. OF INSTALLATION OF BEVERAGE LINES TO 6 ABOVE SLAB NORMALLY, 8 DETECTOR TO GAS 0 '--COPPER PIPE COUPLING PRESSURE TEST COCK INTO CABINETRY. VALVE CONTROL TT_ . GAS METER OF CFH GAS PIPE UP ONTO ROOF. SEAL FLOOR PENETRATION WITH _ _VENTUR{ #2A 0 •'' FLOOR SLAB . LOOP PIPE OVER PARAPET. • ° •• °• • • ° ° CAPACITY SHOWN G �� FLEXIBLE, WATERPROOF MATERIAL TO 1-r -,� CRUSHED ROCK ••r ON PLANS SIZE AS SHOWN ON PLAN. 1 I NOZZLE AIRS #10 O •�,: USE BLACK STEEL PIPE. COMPENSATE FOR PIPE EXPANSION. • •• PIPE IN ANCHOR RISER TO WALL AT __ VENTURI #2A Z ' ti • CREASER TEN FOOT INTERVALS USING - o m OFFSET RISER PIPE CLAMPS. NOZZLE AIRS #10 • COMPACT I STORAGE TANK ZZ L,•I PIPE INCREASER AND UNION ......... EARTH EARTN BYPASS VALVES P LOOR VAPOR CRUSHED HOOD STRAINER PROVIDE 6" LONG DIRT SLAB BARRIER ROCK w PROVIDE Ln STYROFOAM OR PROVIDE ELASTOMERIC GRADE OR LEG AT BOTTOM OF RISER. MASONRY SUPPORTS UNICELLULAR SEAMLESS PAVEMENT LENGTH AS REQUIRED FRYER 1 2 INSULATION ON PIPE SEAL TO `�--_ SET CONDUIT p w U) '� / FLOOR _j REMOTE MANUAL Lu BELOW FLOOR SLAB, CABINET WITH ON COMPAC- N USE TYPE "K" SOFT AND TO STUB ABOVE G PRESSURE REGULATOR TO REDUCE PRESSURE TO 14" WC. PULL STATION Z COPPER TUBE WITHOUT FLOOR ONE INCH. j SILICONE. TED EARTH. - JOINTS BELOW FLOOR _56- TYPICAL SHUT-OFF VALVE M Z SHUT OFF VALVES IF HOT AND COLD WATER USE FOUR INCH SCHEDULE 40 PVC ELECTRICAL CONDUIT AND FITTINGS WITH TO GAS PROVIDE SAND PIPES ARE INSTALLED IN SOLVENT-WELDED JOINTS. USE MINIMUM QUANTITY OF FITTINGS REQUIRED. TO FRYER VALVE Z BACKFILL. SURROUND SAME TRENCH, SEPARATE VERIFY REQUIREMENTS FOR METERING AND PIPING WITH GAS COMPANY. PROVIDE LONG SWEEP ELBOWS AT BOTH ENDS, WITH MINIMUM 30 INCH RADIUS INSTALL OTHER UTILITIES MINIMUM TEN FEET FROM GAS LINE. PLUMBING GAS VALVE CONTROL PIPE MINIMUM 4 INCHES. THEM BY MINIMUM 12". CONTRACTOR SHALL PAY ALL GAS COMPANY FEES FOR INSTALLATION. (AVAILABLE AS ELECTRICAL CONDUIT - DO NOT USE MULTIPLE ELBOWS GAS LINE USE WELDED OR SCREWED PIPE AND FITTINGS PER PLUMBING SPECS. TO MAKE 90' TURNS). PROVIDE TEST OF CONDUIT AFTER ASSEMBLY TO IF FLOOR SLAB IS EXISTING, SAW CUT IT, EXCAVATE, GAS COMPANY SHALL EXCAVATE, BACKFILL, AND REPAIR ANY PAVING VERIFY WATERTIGHTNESS. PREPARE LEAKS BEFORE BACKFIELD, REPAIR VAPOR BARRIER, AND PATCH SLAB. OR SOD FOR GAS SERVICE LINE INSTALLATION FROM MAIN TO BUILDING. AVOID ELBOWS IN WITH SAND. MAINTAIN PRESSURE UNTIL IZUNTAL RUN F AFA BEVERAGE LINES ARE INSTALLED. G LINES ARE TRENCH PIPE SHALL HAVE LONG RADIUS TURNS WITHOUT KINKS. L I ET ALL POSSIBLE. GENERAL CON- TRACTOR WILL SEAL ENDS OF CONDUIT WITH FOAM AFTER BEVERAGE THERE SHALL BE NO CONTACT OF COPPER TUBE WITH LINES ARE INSTALLED IN CONDUIT. OTHER PIPE, CONDUIT, OR REINFORCING STEEL. 12 IRE EXTINGUISHIG SYSTEM DIAGO �► w9 WATER PIPE UNDER SLAB 10 GAS SERVICE 11 PVC BEVERAGE CONDUIT < I > T SCALE NOT TO SCALE NOT TO SCALE � � � � �. NOT TO SCALE NOT 0 3/4- BRONZE TYPICAL BALL VALVE: 3/4" BRONZE BODY SCREWED 4 PIPE MAY EXTEND BACKFLOW TYPI BRONZE BODY, CONNECTION PRESSURE REDUC- CEILING - '�T-�T AS WASTE OR VENT. -- —•� r I COLUMN OR o �. < _,I- TYPICAL PREVENTER FULL PORT, SCREWED ING VALVE SET AT 75 PSI. SCREWED FITTINGS/PIPE —� G �� PROVIDE CLEANOUT TEE ! ;, ,-, PARTITION Q ROUND SECURED GASKE T ED NICKEL BRONZE ADJUSTABLE IN CEILING PLENUM. --� DO NOT INSTALL VALVES AS SHOWN Q (� TOP WITH "CO CAST {N COVER. PROVIDE CLEANOUT TOP W TEST PLUGS. CONNECTIONS. -- IN CEILING SPACE WITH SCREWED COUNTER- / PRV 1' _� SUNK ABS PLASTIC PLUG: 1 j ON FLOOR 1 i WITH VARIATIONS SUITABLE FOR FLOOR COVERING (CARPET INSTALL SO IT __ __ TAPERED-THREAD I. I PLAN'' 11J i i t MARKER, RECESSED FOR TILE, SCORIATED FOR UNFINISHED IS EASY TO TEST. BFP -� - TFE JOINT COMPOUND. 1�-' m L O FLOORS). PROVIDE GASKETED PLASTIC PLUG IN CAST IRON TYPICAL PIPE SUPPORT BODY. USE TEFLON JOINT COMPOUND ON PLUG THREADS. EXHAUST HOOD ANCHORED FROM WALL CLEANOUT Q Z CLEAN THE TOP OF EXPOSED FPO AFTER INSTALLATION. O I MANUAL GAS VALVE WHERE CLEANOUT I TEE 11 FACE SHALL p L_--------------- IS CONCEALED IN A � WITH LEVER HANDLE. CHASE OR PARTITION, 4" WITHIN MEMBRANE CLAMP FCO FLOOR SLAB ON GRADE GAS PIPE HEADER ALONG WALL BEHIND 4" OF WALL o v `.✓ 3/4" x 1" COOKING EQUIPMENT, APPROXIMATELY ca PLUMBING CONTRACTOR PROVIDE A ROUND 18 P INCREASER GAUGE STAINLESS STEEL SURFACE. 12" ABOVE FLOOR, WITH SCREWED SHALL INSTALL GAS VALVE PROVIDE - -' COPPER COVER WITH BEVELED FITTINGS, SIZE AS SHOWN ON PLANS. FURNISHED BY OTHERS EDGES AND FLATHEAD i i EXTENSION REQUIRED FOR SAME SIZE A B IF REQUIRED. AS RE ZES SEWER TUBE 1" 3/4" STRAINER: BRONZE ODY, PRESSURE" WATER SCREWED, STAINLESS STEEL SCREEN, GAUGE PIPE DROP OF SIZE AND MACHINE SCREW. i 1 i I DEPTH OF SEWER f UP TO 4 MAXIMUM. SERVICE QUANTITY AND SIZE OF CONNECTIONS �'-' { WITH BLOWDOWN PIPED TO FLR. DRN. AS REQUIRED BY EQUIPMENT SERVED. LOCATION SHOWN ON PLAN a ° 4 . a ( 1 HUB AND SPIGOT LONG SWEEP ELBOW AT ENTRY PROVIDE MANUAL GAS VALVE LOCA- FLEXIBLE APPLIANCE CON- Q O CAST IRON PIPE END OR TURN OF RUN. TO 6" 3/4" BRONZE STOP & WASTE VALVE, FLOOR EFD TED WHERE ACCESSIBLE BESIDE BELOW FLOOR. -� f COMBINATION WYE AND FLOOR RISER LENGTH FIXTURE SCHEDULE ABOVE SCREWED, RESILIENT SEATED, NRS. DRAIN OR ABOVE HECTOR FURNISHED AND HUB AT FLOOR - REFER TO PLUMBING FLOOR, DO NOT USE A QUARTER TURN VALVE. INSTALLED BY PLUMBING CONCRETE SANITARY OR STORM EIGHTH BEND IN RUN. WITH EQUIPMENT . CONTRACTOR WITH SWIVEL SLAB. AS REQUIRED --� ' FOR FURTHER WCO �-•�--� SEWER LINE ENTER TOP OF PIPE. SLEEVE •.a 4 e a °. ° IF POSSIBLE. G JOINTS IN BOTH ENDS. INFORMATION. DIRECTION AND � 1) �- OF FLOW CAULK. 1" x 3/4" REDUCER. FLOOR SLAB �� s� TYPICAL 6" DIRT LEG LONG `_,WEEP AT END OF LINE '_ DIRT LEG FLOOR TO 6" ABOVE FLOOR OR COMBINATION 'VrYE AND LOCATE AT BUILDING EXIT, AT ENDS OF RUNS, AT TURNS PROVIDE BACKFLOW PREVENTER OF TYPE AND MANUFACTURE APPROVED BY - EIGHTH BEND IN �--- -�;^ ^, DIRECTION SHEET OF PIPE GREATER THAN 45 DEGREES, AT 50 INTERVALS LOCAL AUTHORITIES AND DEPARTMENT OF NATURAL RESOURCES. INSTALL PROVIDE ANY GAS APPLIANCE REGULATORS REQUIRED, OR INSTALL ANY REGULATORS RUN OF LINE. - -°�--- ON STRAIGHT RUNS, AND/OR WHERE SHOWN ON PLANS. BACKFLOW PREVENTER IN HORIZONTAL UPRIGHT POSITION. SUPPORT ASSEMBLY FURNISHED BY KITCHEN EQUIPMENT CONTRACTOR. VERIFY ROUGH-IN REQUIREMENTS ! ; �' OF FLOWED PROVIDE BACK FILL PER ARCHITECTURAL SPECIFICATIONS. FROM WALL BRACKET OR FLOOR STAND. PROVIDE REGULATOR ONLY IF PRES- WITH KITCHEN EQUIPMENT CONTRACTOR. ARRANGEMENT SHOWN IS SCHEMATIC. ADJUST v LOCATE CLEANOUTS WHERE THERE IS 18" CLEAR AROUND. SURE EXCEEDS 80 PSI - VERIFY. STRAINER AND REDUCING VALVE MAY BE TO SUIT ACTUAL CONDITIONS. ATTACH RISER AND HEADER TO WALL WITH 1" CLEAR- PROVIDE WCO WHERE SHOWN ON PLAN, ANNDD ON SANITARY CONSULT LOCAL CODES FOR OTHER FCO REQUIREMENTS. INSTALLED IN VERTICAL PIPE IF SPACE LIMITATIONS REQUIRE IT. CLEAN ANCE BEHIND PIPE. MAKE FINAL CONNECTION TO EQUIPMENT AS RECOMMENDED BY WASTE BRANCHES NOT SERVED WITH A FLOOR CIEANOUT: STRAINER BEFORE TURNING BUILDING OVER TO OWNER. PROVIDE ANY REQUIRED MANUFACTURER. PROVIDE WELDED FITTINGS AND JOWTS IN ANY CONCEALED UNVENT- LOCATE ABOVE FIXTURE FLOOD RIM WITHIN 4' OF FLOOR. CERTIFICATION OF TEST OF BACKFLOW PREVENTER TO LOCAL AUTHORITIES. ILATED LOCATION. CONSULT LOCAL CODES FOR OTHER_WCO REQUIREMENTS. WALL. CLEAN OU T FILE#: D04051 13 FLOOR CLEAN OU T 14 DOMESTIC WATER SE RVICE ENTRY 13 COOKING APPLIANCE GAS PIPE 16 DATE: 04 06 05 NOT TO SCALE NOT TO SCALE NOT TO SCALE P N J. �FLANNEftY NOT TO SCALE C B 0 CY 3/4" HW �----� CW - ------ - --r---- --------- -T------- T i --------�j-�-- CEILING LINE 1" 1/2" - 1/2„---- i 1/2" 1/2" 11/2-� 1 1/2 3/4 13/4' { 1/2 1/z" _ 1 fL IF APPLICABLE i I +) w C�v I <� c I.C.BREW I I I I { { I I HEAT I i 0 ICE BREWERI I ( LJ I I I 1 ESPRESSO HW I ! I i WATER - FRONT LINE CASEWORK, I \1 POT SINK COFFEE MAKERS FILTER(S) - � ETC I TOILET �- , . 10 1 (OPTIONAL) { 1/2" 1/2" OUTSIDE I ' " f MOP HAND 1 1/2" 1" MIN. HOSE BIBB I LAVATORY SINK METER (OPTIONAL) SINK J FLOOR LINE ---- ___ - - -- _ _ . - - --- ----- ----- - I -.-...._............... - - P1 P2 P3 P4 P5 PIS TO-SITE OR NOTE: 1" IF TO FRONT LINE BACK BAR coo MUNICIPAL FLUSHOMETER CASEWORK SINK WATER SERVICE N LV HOT & COLD WATER RISER DIAGRAM < W� M¢� Z mQ� m00 CIZ:Z-o 1� WASTE NOTE: U V.T.R. ALL FOOD SERVICE SINKS TO HAVE 4" INDIRECT WASTE AND DRAIN TO I GREASE TRAP. 3" C-----ji --4- -------�/i-------,/r----------------------------7/ --------------------------------�==- -- ------j/i -----�---_ SYMBOL LIST /// -(f�/ it MIXED HOT/COLD WATER PIPING - - CEILING LINE -- ----- - -i�----------_ ---- I--�f- ----- I-f� -- - --------------._._..--- --..._......._.... _.........._.. ......_. ('( _ ._._....................... ......_...... ... i 1 I I II it I I G GAS PIPING INSIDE FOR APPLIANCES I I ►{ 1 1 i{ II I j l i 1 1 ---RG�— GAS PIPING it OVER ROOF FOR HVAC II 11 II I1 3" It �� jI II it H.V.A.C. HEAT VENT AND AIR CONDITIONING UNIT ram^ II " 11 " If " 1 II " " 11 2 11 3 11 1 1/2 I , J 1f 2 Ill 1/2 iI 2 I� 2 i 14" q;yj') -- ---- C.W. - COLD WATER I I I I I I I i I I I I I I I WATER GATE VALVE II II II BACK BAR 11 I It3ti II P5 ICE II SINK II I I — --V==-- GAS COCK = 3 I t 10, HAND P4 11 I1 L. ,_-HOSE BIBB L P z LAVATORY i i II If SINK GREASE TRAP, 11 Pfi P2 ii P1 II It POT SINK SEE DETAIL 2/P3 II I1 0"'��— SANITARY WASTE PIPING BELOW SLAB � � � � � I I L I I I I TOILET ALL FLOOR DRAINS IN --� 11 P3 If f-wlp KITCHEN/ PREP AREA, 6 II �1 a -- - GREASE WASTE PIPING BELOW SLAB " STORAGE & UTILITY MOP SINK ALL FLOOR SINKS IN H.O. SALES AND./ OR 11 VENT PIPING A A ROOM AREAS. F.D. 2" SERVING AREAS. F.S. F.D. GREASETRAP FLOOR LINE ------ -- - ------- - ------ -- " / " " " F.C.O. FLOOR CLEAN OUT � (14 4 1 1 2 2" 4 4 H.O. HUB OUTLET W \ 4" 3" 1 1/2- 2" F.D. FLOOR DRAIN - W/AIR GAP CUP Q p 2" F.S. FLOOR SINK - W/AIR GAP - SAFE WASTE 4" V.R. VENT RISER TO SITE OR F.GO. " MUNICIPAL SEWERAGE V.T.R. VENT THRU ROOF 0 m I.W. INDIRECT WASTE 0 A.F.F. ABOVE FINISH FLOOR Z U.N.O. UNLESS NOTED OTHERWISE W V) SPof SPRINKLER HEAD V) SOIL, WASTE , �c VENT RISER DIAGRAM on W E- Z PLUMBING FIXTURE SCHEDULE z MARK DESCRIPTION WASTE VENT COLD HOT HVAC 1 HVAC 2 WATER WATER P 1 WATER CLOSET 4" 4" 1/2" P 2 LAVATORY 2" 2" 1/2" 1/2" P 3 MOP SINK 3" 3" 1/2" 1/2" P 4 POT SINK 3" 3" 1/2" 1/2" RG RG -- P 5 HAND SINK 1 1/2" 1 1/2" 1/2" 1/2" * P 6 BACK BAR SINK 1 1/2" 1 1/2" 1/2" 1/2" G � SINK PR{�;�IDED AS PART OF EQUIPMENT PACKAGE - � N PLUMBER TO MAKE FINAL CONNECTIONS. � CEILINGLINE -- - -..—__...._........_..._..._......... ...._._. __ _ __. MAY RUN UP z EN ER AL NOTES OUT SIDE OF WALL C� o � o L� (� 1. ALL PREP AREA AND SALES AREA EQUIPMENT WILL 8E FURNISHED U = RG AND INSTALLED EXCEPT AS NOTED, (SEE K2 SHEET, EQUIPMENT 00 Z U EXTERIOR G G SCHEDULE). EQUIPMENT WILL BE FURNISHED WITH TRIM AND t1/ WALL FAUCETS, EXCEPT AS NOTED. PLUMBING CONTRACTOR SHALL m7po Q_L_ r-----� PROVIDE ALL ROUGH-IN TRAPS AND MAKE ALL FINAL CONNECTIONS. Q }. { HW I 2. PLUMBING CONTRACTOR SHALL FURNISH AND INSTALL ALL GAS 1 PIPING AND MAKE ALL FINAL CONNECTIONS. GAS PIPING TO BE � O I I SCHEDULE 40 BLACK STEEL PIPE AND BANDED MALLEABLE IRON = z I I FITTINGS. I I �-y^� GAS METER i I PIPING IS W { I 3 BELDETERMINED N THE (FIELD DIAGRAMMATICALLY, LOCATIONS AREAS SHALL I I APPROXIMATE, COORDINATE EXACT LOCATIONS WITH ALL TRADES FLOOR LINE ----- --- __._.....__..._._......-t____ ___� ._. _.. ___.__. _ _ _ __ . . - BEFORE INSTALLATION. 4. ALL PIPING SHALL BE RUN CONCEALED UNLESS OTHERWISE NOTED. 5. ALL UNDERGROUND WATER LINES SHALL BE TYPE "K" COPPER a_ GASPRNG RISER DIAGRAM TUBING WITH 1/2" THICK ARMAFLEX INSULATION. 6. ALL ELEVATIONS SHALL BE VERIFIED AT THE JOB SITE. SHEET 7. PROVIDE BACK-FLOW PREVENTER AT THE LOCATIONS REQUIRED BY CODE AND ALL. GOVERNING AUTHORITIES. 8. COORDINATE AS REQUIRED TO ASSURE PROPER AND ADEQUATE E d PROVISIONS IN THE WORK OF THE OTHER TRADES FOR INTERFACE WITH THIS SYSTEM. 9. ALL WORK SHALL BE SUBJECT TO THE APPROVAL OF THE ARCHITECT. 10. SEE 'K' SHEET(S) FOR EQUIPMENT CONNECTION REQUIREMENTS. FILE#: D04051 11. ALL SANITARY UNDER SLAB PIPING SHALL BE PVC. DATE: 04 06 05 12. ALL ABOVE SLAB VENT & DRAINAGE PIPING SHALL BE CAST IRON OR COPPER. (PVC CAN BE USED IF ALLOWED BY LOCAL CODES). PROD. MGR. J.R. C.M. B. FLANNERY OColl V) L-: E?D i ii-- i "..,---TOILET DRIVE— OFFICE � PREP AREA � UTILITY :f THRU _...... . _-__ i T _ i - .-. -_-� _-__- A _ - _ _ - _.. -.._ t- T -( 9x9 CD CEF-1 L. n i I 150 CFMRO Gen ,- � I '.. .. ..._ _JAY VEi I I I - I T 1= T 7 I X Al 15x15; CD K } i '_ 50 FM i' III j r i 15x15 CD 4 i 00 4 WA - 350 GF " I- ` p N GRILLES 45WAY M 2 24x2 ,. I; �; � .I B �I }. ; I 12 -------- I- ------- I ! II rl 12" AC-1 I I AC-2 6 6x6 CD ---- ; I N t I IL 50 FM AC-1&2 CARRIER 48HJF0075 O -- i I!. ' { NOMINAL -- 4 TONS Q 1600 CFM (SA", 320 CFM (OA) i� r I I ®R M13H GAS INPUT --�N L 1 Al1 p 1 -- --- ------.i ._ ._.'. _._..._�_._ _ .. I D£ .�_ .,.�.. 150 I; O I 1 I I 1 I © m o 1��I (ROOF AL�!""!Ni r1)I _r 24x12 i a I VEN I x{ _ , { � ! I! I I F- - -- -- i OCLER TEF-1 N ;I --i..__. .T_ I C p cp --_-= - I I V1 GREENHECK #SP---7 mQ VENT IT ._ - i-- 6x6 CD U - } --J - --- _� �, 75 CFM B -N - T i 100 CFM, .2�'SP, 950 RPM, - sm I i - ---- N 8� WA1-fS, 1.14 AMPS pm� p 24x12 I i ! 2 WAY I x " 6x6 CD X — --- -- --.-....1..._ . T...... FURNISH DISCONNECT SWITCH a-�� 100 CFM 'fl r I ---,------- 4 WAY ( l %�; 10" Al- / �� ._I r I _ I E i i r BD 2-24x24 I .. ..�..�a. '�' a GRILLES I { CEF-i III GR ENHECK SP-5 �_---.„_.. I SCECFM, .25 SP. 1680 RPM, O f� �10 h2„� D�. " ; . I 46 WATTS, .8 AMPS I 12 0 l ; 1 FURNISH DISCONNECT SWITCH L_1 , r .._...... Ni i5x15� DI i i------- ---= 12"0 325 FM I I i C � i I I I -- - i I , I 'QI i 2WA t - - Al-P 1 I �,1 P i Al P J�- n GREENHECK #SP-9 _ RP I i 150 CFM, .25"SP, 1050 M, 12"SD - - -. I _......__._.._. j 129 WATTS, 1.'?0 AMPS FURNISH DISCONNECT SWITCH os i W 4� I � i f I12 1600 CFM I I 7 41-P Al-P Al-Pul n 1 - r 5x16 CD ' 18x18 CD , j I 45O'CFM ( 600 CFM ' 4 WA _ I i u I I T , --.. ' _ V - - - - I I �. ._;; Al-P�, X �. / J i I - - -- F•-Lj CO O SERVING SALES : :i !n i_ : : : -- C-- STORE �, o El AREA AREA : , !� ; ; ; SALES AREA Om < I I - - I- _. _...___ - _ J_-L- - ---- - ---- ---- _�I-�I 1-I-- - �- -----�-- ------------- ------------------ t'�I W F- V) a- V) w J V) a w >_ z MECHANICAL PLAN Z TT� SCALE: 1/4" = 1'-0" o "0 _l LEGEND Q n- V O = J CD CEILING DIFFUSER m0 z O WR WALL REGISTER Q U GENERAL NOTES BD BALANCING O DAMPER = � Z MOD MOTOR OPERATED 1. MECHANICAL PLAN AS SHOWN IS MEANT TO BE DIAGRAMMATIC ONLY. EXACT LOCATION DAMPER TO BE DETERMINED IN THE FIELD. 2. ALL FRESH AIR INTAKES ON THE ROOF MUST BE A MINIMUM OF 10'-0" FROM O THERMOSTAT W THE NEAREST EXHAUST OUTLET; UNLESS THE EXHAUST OUTLET DISCHARGES AT U A POINT 3'-0" HIGHER THAN THE INTAKE ON ANY EQUIPMENT LOCATED WITHIN OR LJJ THERMOSTAT (REVERSIBLE) 10'-0" OF THAT EXHAUST OUTLET. 3. G.C. SHALL COORDINATE WORK BETWEEN HVAC CONTRACTOR AND ALL OTHER TRADES. 4. ALL SUPPLY AND RETURN DUCTS TO BE INSULATED WITH 1" FIBERGLASS WRAP WITH ® TYPICAL SUPPLY DIFFUSER VAPOR BARRIER. EXHAUST FAN GRILL FOR TEF-1 SHEET 5. PROVIDE 1/2" ACCOUSTIC LINING ON ALL SUPPLY AND RETURN DUCTWORK WITHIN 10'-0" OF UNIT. TOILET EXHAUST FAN (TEF-1) 6. ALL DUCTWORK SHALL BE RIGID COMFORMING TO SMACNA STANDARDS. FLEXIBLE Q SEE PLAN FOR DETAILS. DUCTWORK SHALL BE ALLOWED AT THE DIFFUSER FOR A MAXIMUM OF 6'-0". 7. PROVIDE FUSED-LINK FIRE DAMPER AT ALL FIRE/ SHEAR WALLS FOR HVAC SYSTEM. ® i CEILING EXHAUST FAN (CEF-1) SEE PLAN FOR DETAILS. FILE#: D 04051 DATE: 04 06 05 PROD. MGR. J.R. C.M. B. FLANNERY SPR Notes of 05/06/04 Site Plan Review Meeting of May 6, 2004 2nd Floor Hearing Room Barnstable Town Hall 367 Main Street,Hyannis Present: Tom Perry, Building Commissioner, Doug Bill, Associate Principal Planner, Tom McKean, Health Director, John Hunter, Engineer, Lt. Don Chase, Hyannis Fire Dept., Robin Giangregorio, Coordinator. Also in attendance: Attorney Daniel Neelon, Attorneys Pat Butler and Liza Cox, Dave Albright, Attorney John Alger, Robert Bradley, Niles Sutphin This meeting was called to order at 9:13 AM and adjourned at 10:40 AM SPR 040-04 Daniel Neelon,325 Route 149,MM(R079-034) ■ Applicant for home occupation (attorney) approved administratively. ■ Referred to the Board of Appeals for a Special Permit. SPR 032-04 Chris Co, LLC, 156 Iyannough Road, Hyannis (R328-150) Attorneys Pat Butler and Liza Cox appeared before the panel seeking approval to redevelop the site of an existing Mobil Station. Attorney Butler: Zoning HB & WP ■ The proposal includes upgrading the site and adding an additional retail use. ■ Currently, this is an inspection station and work is performed on the adjacent site. ■ The applicant proposes to reduce use to 20,000 gallons of fuel per day. ■ The number of pumps shall be reduced from 8—6. ■ The canopy shall be relocated—slightly back. ■ Two service bays shall be eliminated. ■ A Dunkin Donuts with a drive-thru' window and a fast-mart will be installed. Dave Albright, PE: ■ South central drive shall be relocated for drive-thru' provision. ■ Two fewer provisions are proposed. ■ The existing fuel tank is 64,000 gallons. ■ Proposal shall include 6 dispensers with 20,000 gallons of fuel. ■ The curb cut on Yarmouth Road remains unchanged. ■ The right-in—right-out only remains. ■ The drive-thru' lane accommodates a 10-11 car queue. ■ This is adequate as most of the DD customers are purchasing gas, too. ■ No seating is proposed—this is strictly take-out only. ■ Landscaping is proposed including the existing gravel area on the north side. ■ The existing fagade shall be modified for proposed use—Christy's & DD. ■ The facility shall be clad board with a peak roof and cupola. ■ Some signage will be on the building. SPR NOTES 05/06/04 1 SPR Notes of 05/06/04 ■ The entire site shall be repaved. ■ The septic shall be inspected and modified. ■ New curb is proposed. New landscaping is proposed. ■ Some lighting will be added along the drive-thru. Adding an audio menu. ■ Drainage unchanged. Attorney Butler: ■ Submitted photos. • Seeking relief under Section 3-3.6 (3)—Conditional Use Permit and 4-4.4 (2) Alteration or expansion of a pre-existing nonconforming building or structure. Will seek variances if necessary for lot coverage, minimum lot area, and landscape and front yard setbacks. • • An anticipated taking by Mass Highway will impact site and landscape buffer. This is a pre-existing use and structure except for canopy. • Canopy is under Special Permit 1991-07, which imposes certain conditions. Drainage calculations and outside traffic analysis are pending. Health/T. McKean: PP y � �.__.__.. . Noted application incorrectly identified a town sewer connection. .e,.....- ■ The plan does not show an m-ground rease tra�or du ster. ■ Inquired how applicant proposes to co ply with the 330sregulation.. No floor plan was submitted. Must submit a septic system inspection report. Hyannis Fire Dept./Lt. Chase: I/ ' Questioned whether reduced fuel capacity will be adequate for site. Attorney Butler: • The Mobil lease terminates soon. The applicant believes that 20,000 gallons daily is adequate. Lt. Chase: ■ Will the entire site be closed during construction? Attorney Butler: ■ Yes. Planning/D. Bill: • Required a copy of the Phase 4 DEP Plan. • Noted applicant identifies project as a nonconforming structure but issued by a special permit. ■ Inquired if reference was to canopy or entire structure. SPR NOTES 05/06/04 2 SPR Notes of 05/06/04 Attorney Butler: ■ The use and structure within the HB district. Planning/D. Bill: ■ Discussed queuing. Applicant has allowed for 10 vehicles. ■ What prevents cars from stopping on Iyannough Road to enter que? ■ Does this also impact the pump traffic? Attorney Butler: ■ The queue of 10 vehicles was an accepted standard under ITE. ■ This is also in accordance with the applicant's experience. ■ If there are 4 or 5 cars in line most people will drive elsewhere or park and go in. Planning/D. Bill: ■ Show that location—accommodating 10 cars. ■ Discussion ensued regarding egress. Attorney Butler: ■ Our intention is no queuing on Iyannough Road. ■ Our analysis reflects 95% of queues are 9 vehicles or less. Engineering/J. Hunter: ■ Inquired why the tanks are replaced. Attorney Butler: ■ Accreditation standards and code require replacement. ■ A new environmental review occurs for each new applicant. ■ Mobil requires this action to ensure potential liability issues are settled. Engineering/J. Hunter: ■ If they found a leak would that be a deal killer? Attorney Butler: ■ Not sure but it certainly would have impacts. Engineering/J. Hunter: ■ Applicant must submit a water shed plan based on a 25-year storm event and calculations. ■ Inquired about the applicant's reference to Mass Highway's plans. Dave Albright,PE: ■ I believe they intend to add a third lane (dedicated left-hand turn lane) in both directions on Route 28. SPR NOTES 05/06/04 3 SPR Notes of 05/06/04 Engineering/J. Hunter: ■ Our department would like to see you close the corner curb cut at the intersection on 28. Lt. Chase -Addressing Engineering: ■ For the last five years when gas stations change hands, they like to be sure they are leaving a clean site and they replace the tanks. Planning/D. Bill: ■ Asked the applicant to describe how the fuel tankers will enter and exit site. Dave Albright, PE: ■ Trucks approaching from the west will enter on Yarmouth Road right into the site. ■ Trucks approaching from the east will enter in the first curb cut and sweep around. Planning/D. Bill: ■ Show the turning radius on the revision. Building Commissioner: ■ "...Trucks coming from the east are not going to make it but it's up to the driver to figure it out." ■ Confirmed that Bearse's Way location has a queuing lane. Attorney Butler: ■ Yes. It goes behind the building. ■ It is similar to this proposal but much smaller—same theory. Building Commissioner: ■ Inquired if Fire Dept. has any problems with this proposal. Lt. Chase: ■ No,just with customers not watching traffic. Attorney Butler: ■ The Bearse's Way alignment is different. Building Commissioner: ■ Confirmed that Mass Highway has not yet seen this plan. ■ Would like feedback from Mass Highway regarding proposal. Conclusion: Continued. SPR NOTES 05/06/04 4 Nutter Patrick M. Butler Eliza Cox Direct Line: 508-790-5407 Fax: 508-771-8079 E-mail: pbutler@nutter.com August 11, 2004 100848-14 Thomas McKean, Health Director Town of Barnstable 200 Main Street Hyannis, MA 02601 Re: ChrisCo., LLP - 156 I annough Road, Hyannis Dear Tom: As requested during our meeting yesterday regarding the above-referenced property, we are pleased to enclose a copy of the Title V Septic System Inspection Report dated May 11, 2004 certifying that the existing Septic System located at 156 Iyannough Road in Hyannis passes and complies with the Title V regulations. Please do not hesitate to contact us should you require any additional information or have any further questions regarding this property. Very truly yours, Patrick M. Butler Eliza Cox PMB:djf Enclosure Nutter McClennen & Fish LLP ■ Attorneys at Law 1513 lyannough Road, P.O. Box 1630 ■ Hyannis, MA 02601-1630 ■ 508-790-5400 ■ Fax: 508-771-8079 ■ www.nutter.com COMMONWEALTH OF MASSACHUSETTS EXECUTIVE OFFICE OF ENVIRONMENTAL AFFAIRS DEPARTMENT OF ENVRRONMENTAI, OT ONE WINTER STREET, BOSTON MA 02108 (617) 2' ECTION ROT0 WILLIAM F.WELD Governor TRUDY ARGEO PAUL CELLUCCI Sec Lt. Governor SUBSURFACE SEWAGE DISPOSAL SYSTEM INSPECTION FORM DAVID B. STl Comttus PART A CERTIFICATION Property Address: /S� 7- j Date of Inspection: Address of Owner: Name of Inspector: �{�/ $ /t1iCr�e`/ (If different) I am a DEP approved system inspector pursuant to Section 15.340 of Title 5(310 CMR 15.000) Company Name: Mailing Address:Telephone Number: 'coo CERTIFICATION STATEMENT that I have personally inspected the sewage disposal system at this address g an and that the information reported below is true, accurate and complete as of the time of inspection. The inspection was performed based on my trainind experience in the proper function and maintenance of on-site sewage disposal systems. The system: I certify Passes Conditionally Passes Needs Further Evaluation By the Local Approving Authority Fails Inspector's Signature: Date: S The System Inspector shall submit a copy of this inspection report to the Approving Authority within thirty (30) days of completing this inspection. If the system is a shared system or has a design flow of 10,000 gpd or greater, the inspector and the system owner shall submit the the appropriate regional office of the Department of Environmental Protection. The original should be sent to the system owner andcop esosentto the buyer, if applicable, and the approving authority, INSPECTION SUMMARY: Check A, B, C, or D: A) SYSTEM PASSES: I have not found any information which indicates that the system violates any of the failure criteria as defined in 310 CMR 15.303. Any failure criteria not evaluated are indicated below. COMMENTS: B] SYSTEM CONDITIONALLY PASSES: One or more system components as described in the "Conditional Pass" section need to be replaced or repaired, completion of the replacement or repair, as approved by the Board of Health, will pass. The system, upon Indicate yes, no, or not determined (Y, N, or ND). Describe basis of determination in all instances. If"not The septic tank is metal, unless the owner or operator has provided the system inspector with a copy of a Certificate determined", explain why not. Compliance (attached) indicating that the tank was installed within twenty20 tcate of septic tank, whether or not metal, is cracked, structurally unsound, shows substantial infiltration or exfiltration, or tank fa' ( )years prior to the date of the inspection: or the is imminent. The system will pass inspection if the existing septic tank is replaced with a conforming septic tank as approved by the Board of Health. failure (revised 04/25/97) Page 1 of to i�j Printed on Recycled Paper SUBSURFACE SEWAGE DISPOSAL SYSTEM INSPECTION FORM PART C SYSTEM INFORMATION Property Address: Owner: Date of Inspection: RESIDENTIAL: FLOW CONDITIONS Design flow: g.p.d./bedroom for S.A,S. Number of bedrooms: Number of current residents: Garbage grinder (yes or no):_ Laundry connected to system (yes or no):_ Seasonal use (yes or no):, Hater meter readings, if available (last two (2) year usage (gpd): Sump Pump (yes or no): Last date of occupancy: COMMERCIAL/INDUSTRIAL / Type of establishment:_ (TrnS 5774N Design flow:a_7S gallons/day Grease trap present: (yes or no)_L"40 Industrial Waste Holding Tank present: (yes or no)-IES Non-sanitary waste discharged to the Title 5 system: (yes or no)j(D Water meter readings, if available: Last date of occupancy: Cur-1`e.nt� cif Duke ITHER: (Describe) Last date of occupancy: GENERAL INFORMATION PUMPING RECORDS and source of information: System pumped as part of inspection: (yes or no) O If yes, volume pumped: gallons Reason for pumping: TYPE OF SYSTEM l� Septic tank/distribution box/soil absorption system Single cesspool Overflow cesspool Privy Shared system (yes or no) (if yes, attach previous inspection records, if any) Other I/A Technology etc. Copy of up to date contract? APPROXIMATE AGE of all components, date installed (if known) and source of information: Sewage odors detected when arriving at the site: (yes or no) (revised 04/25/997) Page 5 of 10 SUBSURFACE SEWAGE DISPOSAL SYSTEM INSPECTION FORM PART C ' SYSTEM INFORMATION (continued) Property Address: Owner: Date of Inspection: TIGHT OR HOLDING TANK: (Tank must be pumped prior to, or at time, of inspection) (locate on site plan) Depth below grade: Material of construction: _concrete _metal _Fiberglass _Polyethylene—other(explain) Dimensions: Capacity:_gallons Design flow: gallons/day Alarm level: Alarm in working order Yes; No Date of previous pumping: _ Comments: (condition of inlet tee, condition of alarm and float switches, etc.) DISTRIBUTION BOX: (locate on site plan) or� Depth of liquid level above outlet invert: Comments: (note if level and distribution is equal, evidence of solids carryover, evidence of leakage into or out of box, etc.) PUMP CHAMBER:_ (locate on site plan) Pumps in working order: (Yes or No) Alarms in working order (Yes or No) Comments: (note condition of pump chamber, condition of pumps and appurtenances, etc.) (revised 04/207) Page 7 of 10 SUBSURFACE SEWAGE DISPOSAL SYSTEM INSPECTION FORM PART C SYSTEM INFORMATION (continued) Property Address: Owner: Date of Inspection: Depth to Groundwater Feet Please indicate all the methods used to determine High Groundwater Elevation: Obtained from Design Plans on record Observation of Site (Abutting property, observation hole, basement sump etc.) Determine it from local conditions Check with local Board of health Check FEMA Maps Check pumping records Check local excavators, installers Use USGS Data Describe in your own words how you established the High Groundwater Elevation. Vust be completed) 6LCer'fe 4 Cjr ate; z'/"-4A level �r/�j t-AJ elf rr,-,,,4 j 4r- WQ..S (revised 04/25/917) I` Page 10 of 10 ✓ I �, i L- _ AA L.O C&T 1 o t�l. ... SEVN 4 CAE P ERMIT....IJ L t-ER.S ; a wF p FAMILY t 95 t f l�f"� ASS S My I^ �M10M J1b. PAR(' ' a 1 ' � U .. .,. .. .. �!•tin n , DUALITY •' „�s>r Tr-. "APRON _gp20 3' I ..._.. ._,... max--•�ie"'�x'.—x 214.10' (Rec) I • a2- 11 I MAIN iC�l�•�'�� �� r/ L.EA_ ....... ...- �x Y ,C.. •....� .— SE __-.- -. "- '. ...... .. T. ' GAL�FA 1000 OTV 8) TRAP(SE .i 36 .. _... is I , c r.. , 0 2 O • _ _. _._.. iz- 35-90 ➢t MAINTAIN EXIS71NCi " _ p YWEL f I , • F: °MAINTAIN EXISTINGI, -1 - - DRYWE ..._.. ....._ R L LL REMOVE DRAIN •'' ��� AND CLEANOUTS .np �J• ? 1` 2• \� \ \. �'.. " j4AINTAIII 4';'.p p ° EXISTING p . p D ° O �a EPARATOR ra ° p np ° 15'-8� PVC O 0 005 DN 00 ------ ze r<;,' X35.40 PC;' NEW S C RIM>3 ,3M ems: a xis i Ai - - Ln CO - -- -- REMOVE yry CATCH BASIN � o- ,. AtF i L C7 ,.J..._.-1. . o TO REMAIN 0 N _DMH TO REMAIN N � ✓ .. ..._, � S1r o+ 0 v NOTES: LEGEND SEE SHEET C-5. PRODUCED IN CONFORMANCE TO ' 1.FOR PRECAST CONCRETE(SIZE AS SHOWN): BE ALL NEW GRAIN RE STRUCTURES UIREMENTS AND H ASTM C445- WITH A5T4 D3034. TO NEW U 2 N-20 LOADING < PIPE SHAD.BE PVC SDR 35 IN ACCORDANCE a:. 1 3.DRAINAGE RIMS/GRATE AND CLEAN SHALL BE AD•X15TED 1 O. AROUND THEM I C) ITORING WELLS.DRAINAGE STRUCTURE RIMS THICK INSTALLED 4.EXISTING M GRADES. TE COLLAR 2•+2••6- � PAVEMENT ALL HAVE A CONCRE o S,MONITORING WENS IN GS PAVED AREAS SHALL PROTECTED DURING CONSTRUCTION BY USING SILT BA PROPOSED CATCH BASINS SHALL BE 8 All EXISTING AND TEM(ALL COMPONENTS)PRIOR TO ANY EXCAVATION OR ANOIOR HAYBALE BARRIERS- TaE COMPONENTS OF THE EXISTING SYSTEM SHALL VERIFY LOCATION OF EXISTING SEPTIC S'GS j 7.CONTRACTOR CONTRACTOR SHALL INFORM ENGINEER OF ALL DEMOLITION. pTICAI). R LINE FROM BUILDING.CONTRACTOR TO CONFIRM OUTLET (HORIZONTAL/VERTICAL). HO(y120NTAL/`� TRAP ON EXISTING SEWS O 1000 GALLON GREASE j B INVER7L6fJW_(0.2S•)BELOW'MLET INVERT. NOT FOR CONSTRUCTION THESE PLANS WERE PREPARED FOR THE PURPOSE OF OBTAININC STATE AND LOCAL APPROVALS AND ARE HOT INTENDED TO BE USED AS CONSTRUCTION DOCUMENTS. W j ICE W/ ®® i ® •30 L 9 SH cB °E5 W 1'-9-CA I•_6• SU ce i19 O DELFIELD VCR WARMER U E JI Snat T-0 SANDWTCN STATION 2- W/27-t 12-DELGtEL05 WIRE rCASAT LS 12 1.5 y_6- ANDARD - RN�OARD LNNo STORAGE ppEp�j/y��p�4/� ppp� 6/Ia�7YAAYd� SERVING W u o T-0-H 0./ I'X SO-X 6•HIGH AREAof uj -. U DELFIELD P.LAM SPLASH PANEL 1•STAn ICE CAD °1 UNOER/PE D SALES M. O AREA C-STORE (ND SEATING, AREA N.W. MOP ` HTR. SIIN i N WALL m UTILITY 1 W TOILET #2 a 7,-0- T_7• �>E m O TOILET #1 F LINE OF OVERHANG• / Revisionsb FLOOR PLAN SCALE: 1/0" a 1'-0* on.°6r De.,°.a eT -IN ACPo..a eT NE 10 N1EC)& CIA -� J.-6. '_7' J'--MIN RIZZO o ASSOCIATES f -10" A TETRA TECH COMPANY G 1MAX. o-G—Street L� F—jNh .MA 01101-SODS 506.90].2000 (7 ,R. MAX. v 2� N �F1i MIN. Pr°ect ii0e Christy's (U e' O m O CLEAR A _ Hyannis, MA � Y a o Sneet TIUe Q a PROPOSED TOILET DETAILS FLOOR PLAN o SCALE: 1/2' - 1'-0' a i o NOTE: WITH A HAVE BEEN D c° ESIGHEO TO COMPLY i:N.T.B. r WITH ALL APPLICABLE STATE AND A.O.A. ��N .976o shKL2 ON REGULATIONS. .� FA•Nome:9760P A01 A-1 U N :Dalsioa 0 L � ► I .x. A DD R E S S REVIEWED FOR DESIGN CONFORMANCE ONLY 150 ROAD APPROVAL FOR THESE PLANS BY ALLIED DOMECQ DOES NOT IMPLY THAT ~ I Y A N 0 U G ( RT 2 V r 1 ALLIED DOMECQ HAS REVIEWED THEM FOR CONFORMITY TO APPLICABLE CODES OR REGULATIONS I N N I S 1 V 1 A S A C H S T T S c ❑ APPROVED 0 ❑ APPROVED AS NOTED: Submit Record Copy for Archives ❑ DISAPPROVED AS NOTED. Revise and Resubmit ti ❑ INCOMPLETE INFORMATION: Add requested informaiton and resubmit C > ) ®R OWNER : Date: 0 ALLIED DOMECQ QSR Y� COUTO 1MANAGEMENT GROUP �, ;! Construction Manager Notes: OP �, � . r AIN STREET Notes: `� -_-- STONEHAM MA 02180 co 0 ABBREVIA -1-10N INDEX INDEX OF DRAWINGS ADD A� � �:. �� � BUILDIN (j DATA � MASSAC. H SET L %4- & AND GA. GAUGE Q.T. QUARRY TILE USE GROUP: _ B � l n- _ c� AT GAL V. GALVINIZED QTY. QUANTITY TYPE OF CONSTRUCTION: TYPE 3B � x'0� A/C AIR CONDITIONING GYP• BD. GYPSUM BOARD R.A. ALLIED DOMECQ ! P �;� Ew (` ,E R j 3_ Y i { �,� � I I I� Ls:�L A N� ��N D DRAWINGS - ---�-- ~-�- — �-� ----�--�� ��r�j A.D. AREA DRAIN I HDWD. HARDWOOD RAD. RADIUS T1 TITLE SHEET/ ARCHITECTURAL DATA I*QR .��, FR I , , � I P STORIES: - 1 � m + DR. HEADER REF. REFRIGERATOR T1 .1 NATIONAL ACCOUNT INFO �' - DRAWN ACCORDANCE o� A.F.F. ABOVE FINISH FLOOR H , ALUM. ALUMINUM H.M. HOLLOW METAL REINF. REINFORCING WITH AL_I_ FE_DE'RAI_.., S I f� ! E AND LOCAL LAWS, ALLOWABLE FLOOR AREA: � � 4200 S.F 0-�� ALT. ALTERNATE HORIZ. HORIZONTAL REV. REVISION INCLUDING, B� � .� g1i�?T �_.I�/�I LSD � �.�, �N� AMERICANS ACTUAL FLOOR AREA: 1710 S.F. APPROX. APPROXIMATE HGT. HEIGHT REQ'D REQUIRED Al FLOOR PLAN; SCHEDULE; DETAILS A2 REFLECTED CEILING PLAN; LEGEND; DETAILS WITH H DISABIL_I TIES Ar I i HE '�ADA'� ` THE ADA ' BD. BOARD I.D, INSIDE DIAMETER RESIL. RESILIANT _ � �' CHRISTY'S ACTUAL FLOOR AREA: 9$O S.'� � BLDG. BUILDING INSUL. INSULATION RM. ROOM A C L �� I I L I T'( G 1 I D E L I N E S, M A S S A C✓H U S E T TS � t BM. BEAM IN T. INTERIOR R.O. ROUGH OPENING A3 FLOOR TILE PLAN; DETAIL; SCHEDULE I DUNKIN DONUTS ACTUAL FLOG 1 , aA: 770, S, I A4 FOUNDATION PLAN; DETAILS 521 Ciu1R, AND �N ' 0Tl H R L.C� AL_ REGULATIONS ____ _ _.. -_._ -�- - -- - ---- BSMT. BASEMENT JT. JOINT SCHED. SCHEDULE OR STANDARDS. T BTWN. BETWEEN I KIT. KITCHENSEC. SECTION A5 SECTIONS; DETAILS BOT. BOTTOM I LAM. LAMINATE S.F. SQUARE FOOT A6 ROOF FRAMING PLAN; DETAIL _ C.L. CENTER LINE I LAV, LAVATORY SHT. SHEET Z�e Date: �-""�(C.T. CERAMIC TILE LT. LIGHT SIM. SIMILAR A7 INTERIOR ELEVATIONS• SCHEDULES; DETAILS CLG. CEILING ' MAS. MASONRY SPEC. SPECIFICATION A8 EXTERIOR ELEVATIONS ARCHITECT'S SIGMA I URI" HERE CLOS. CLOSET MAX. MAXIMUM SQ. SQUARE CM CONSTRUCTION MGR. MEGH. MECHANICAL S.S. STAINLESS STEEL - - -�- � N CMU CONC. MASONRY UNIT[ MTL. METAL STD. STANDARD K1 EQUIPMENT PLAN; ELEVATIONS; SCHEDULE ALLIED �-� O � � C I \ � � � � E COLUMN MFR. MANUFACTURER STL. STEEL K2 EQUIPMENT SCHEDULE I._� _ -I D I�� L� ! \ ! t� - CONC. CONCRETE MIN. MINIMUM STRUCT. STRUCTURAL FLAME SPREAD: „� $ SUSP. SUSPENDED I II_ CONT. CONTINUOUS MISC. MISCELLANEOUS E1 ELECTRIC LIGHTING PLAN; A�_L I IW-.D DOME °``C� SPECIFICATION' BOOK I � 25 CONST. CONSTRUCTION M,Q. MASONRY OPENING TEL. TELEPHONE s FREEZER CORE MATERIAL: DEPT. DE PARTMENT MTD. MOUNTED THK. THICK DRIVE—THRU GUIDELINES; LEGEND {ISSUED 1 /3 1 /98) _ �� ___ o _ _ d DTL. DETAIL N.I.G. NOT IN CONTRACT THRU THROUGH E2 ELECTRIC POWER PLAN; ELECTRIC I FREEZER METAL PANEL: ��— 25 D.F. DRINKING FOUNTAIN NO. NUMBER T.O.P. TOP OF PLATE NATIONAL IOI� AALA ��E�.,�,�I� NT SOURCE � PANELBOARDS• LEGEND (; DIA. DIAMETER NOM. NOMINAL T.O.S. TOP OF STEEL I N F O R M A._.�-I O N BOOKLET DIM. DIMENSION N.T.S. NOT TO SCALE T.O.SL. TOP OF SLAB E3 LOW VOLTAGE PLAN; LEGEND; SCHEDULE SMOKE DEVELOPMENT RATINGS <" DISP. DISPENSER O.A. OVERALL TRT. TREATED (ISSUED 3/6 /0 O) FREEZER CORE MATERIAL: 250 DN. DOWN 1 O.C. ON CENTER TYP. TYPICAL DR. DOOR O.D. OUTSIDE DIAMETER V.C.B. VINYL COMPOSITION BASE P1 PLUMBING PLAN•' SCHEDULES C����p� E[� D �1ME�,� E(;��� � � � E� �� FREEZER METAL PANEL: OVER 500 D.S. DOWN SPOUT OPNG. OPENING V.C.T. VINYL COMPOSITION TILE P2 PLUMBING PLAN; SCHEDULES -----�-�- o DWG. DRAWING OPT. OPTIONAL VERT. VERTICAL P3 PLUMBING DETAILS S P E Cf I I" I C f'` I I 0 N B I I'�.I D E R BASED ON THE FOLLOWING CODES) wt EA. EACH PL. PLATE V.I.F. VERIFY IN FIELD EL. ELEVATION P,LAM. PLASTIC LAMINATE V.W.C. VINYL WALL COVERING P4 PLUMBING RISER DIAGRAM ( lS :_SlUED 6/97) COMMONWEALTH OF MASSACHUSETTS BUILDING CODE `� � ELEC. ELECTRICAL PLUMB. PLUMBING W/ �� EQ. EQUAL I PLYWD. PLYWOOD W.C. WATER CLOSET M1 MECHANICAL PLAN; LEGEND 1 999 FDA FOOD CGI�..�I__ 780 C.M.R. — 11 /27/98 0 m � EQUIP. EQUIPMENT PR. PAIR WD. WOOD 99) - Z Uj EXIST. EXISTING PROP. PROPERTY W/o WITHOUT i u I �'� EXT. EXTERIOR P.S.F. PER SQUARE FOOT WP. WATERPROOFING I F.D. FLOOR DRAIN P.S.I. PER SQUARE INCH WT. WEIGHT ALL (� / (� i I FIN. FINISH PTD. PAINTED WWM. WELDED WIRE MESH !�1 I I _I LJ �� V -' / ` FL FLOOR I P,V,C. POLY VINYL CHLORIDE j I'- I F.O. FACE OF i SIGNAGE DRIVE—THRU: FT. FOOT FURN. FURNITURE I SQUARE.. � TYPE � I FOOTAGE DIMENSIONS YES/NO YES PYLON /MONUMENT EXIS EXISTING NUMBER OF D.T. WINDOWS BUILDING 35 S.F. VARIES MENU BOARD SIZE 10' W x 7' H SITE. DIRECTIONAL SEE SITE PLAN BY OTHERS, AND OWNER CAR LENGTHS FROM D.T. WIN. 5 ! STACKING (# OF VEHICLES) SEE SITE: BY OTHERS DUNKIN' DONUTS ISIIGNAGE-- GRAPHIC SYIkVAIBOLS SQUARE ESCAPE LANE BY SITE ENG, 00 . SECTION NUMBER FINISH NUMBER FLAME SPREAD AND SMOKE DEVELOPMENT RATINGS FOR INTERIOR WALL AND TYPE _ _ DOTAGE DIMENSIONS DRIVE THRU TIMER SYSTEM LBY ��, �FNK9i°�' DONNTS rr A 1SC CEILING FINISH MATERIALS, (INTERIOR FINISH CLASSIFICATION: III/ 76--200)= V 202 P-21 PYLON /MONUME:NT � 30 S.F. PER SIGN MANUFACTURER a �n SHEET NUMBER MATERIAL FLAME SPREAD SMO�.I= 89 RESTROOMS: NUMBER F (d C SECTION FINISHES RATING DEVEL&`kNT BUILDING ��� ___w.___...__L___ 21 S.F•,____ 12 IN LINE LETTERS - - _® m.�� _ v FIBERGLASS REINFORCED PANELS 175 13 > NOTE: ALL SIGNAGE SUBJECT TO APPROVAL BY TOWN AND HANDICAP RESTROOMS (SHARED) 1 0 � ® " DETAIL NUMBER VINYL WALL COVERING 5 LANDLORD. ~� —� o (DETAIL Hl PLASTIC LAMINATE 30 200 ___ < LJJ — SHEET NUMBER ENAMEL PAINT ON TRIM, DOOR 5 DUNKIN' DONUTS STORE DIMENSIONS: S(,� FOOTAGE �' Lij FRAMES WOOD SHELVING - __ __. .___._ __._ _ ____ _� --- � DETAIL 1a WOOD STAIN NATURAL WOOD SURFACES 5 SALES AREA/ PUBLIC, AREA S/ TOILETS 110 S.F. r -- DOOR MARK PARTITION KEY CLEAR SEALER NATURAL WOOD DOORS 5 ACCOUSTICAL CEILING TILES 23 RET /AIL_SERVICE _.___ .__.. __......___....__- ____ r___..-... 420 S.F. PREP AREA 240 S.F. PARTITION TYPES DOOR BASEMENT N/A EQUIPMENT TAG COLUMN REFERENCE GRIDS TOTAL: 770 S.F. SI-IEE I O OR DRAWING NOTES INTERIOR ELEVATION INDICATOR m FILE. : D04051 DATE: 04 06 05 PROD. MGR. J.R. C.M. B. FLANNERY �..J NOTE: FOR COMPLETE NATIONAL ACCOUNT SOURCE INFORMATION, REFER TO LATEST ALLIED DOMECQ NATIONAL ACCOUNT SOURCE INFORMATION BOOKLET (INFO ALSO AVAILABLE ONLINE ® www.adrus.com/extranet)- NOTE: -- CONTRACTOR TO IDENTIFY ONESELF AS WORKING WITH ALLIED DOMECO WHEN ORDERING FROM NATIONAL ACCOUNTS. -" iL f ACOUSTICAL CEILING TILE & GRID ALL REGIONS): EIFS: ARMSTRONG WORLD INDUSTRIES DRY`!IT ' SHERRY BRUNT or PHYLLIS MILLER BOB WALTERSDORF, CSf (' T. 1-800--442-4212 N.E. SALES MANAGER , E: bpo_strategic_accounts0armstrong.com T; {860} 285-8341 , REFERENCE: ALLIED DOMECQ'S STRATEGIC ACCOUNT F: (860) 285-8347 ROBERT WILLIAMS-ACCOUNT REP. robertwOdryvit.com - T: 717-397-7879 OR 717-917-7103 www.dryvit.com E: RDWilliams@armstrong.com SALES AREA FLOOR TILE: LAMINATE: FORMICA CHOICE OF DISTRIBUTORS: TOM KELLER-SPEC SLS REP NORTHEAST MIDKST T- (508) 746-7822 00 SHEP BROWN ASS003RANN CLAY PRODUCTS C: (617) 201-3917 DAVID HOFFMAN KIM KAUFMAN tom.keller0formica.com T: (781) 935-8080T: (708) 422-1000 MIKE VENTURI- N 0 F: (781) 935-2090 F: (708) 385-1047 USA CONTACT FOR STOCK AVAILABILITY <t T: (513) 786-3435 WF�TCQAST SOUTHEAST Mike.Venturi@formicr.com DSA, INC. D5A, INC. SAMPLES: 1-800-FORMICA Jd FELLY HERNANDEZ CHRISTIAN ZINKL-REP i•,��„'J1L, �--m� T. (714) 774-7750 T- (770) 442-5500 `L F. (714) 774-7122 F: (770) 442-5502 KITCHEN SWING DOOR: �'�� E: ch ristion.zinklOdsa-ceramics.com ELIASON CORPORATION oy(o EPDXY FLOORING: DOOR SALES FOR ORDERS 0 <n STONHARD, INC. T: (800) 828-3655 pm00 L9 i SCOTT GARSTKA F: (800) 828-3577 Ci Lo T: (800) 854-0310 doors@eliosoncorp.com C: (413) 237-9267 DIANE OGASIAN-REP VP E: sgartsko@stonhard,com T: (860) 653-1725 F: (860) 653-1702 SERVICE AREA / KITCHEN FLOOR TILE: eliasondiane@earthlink,net METROPOLITAN CERAMICS DRIVE-THRU WINDOW: TERRI CHASTAIN-DISTRIBUTION T- (888) 325-3945 READY ,ACCESS E: terri@ironrock.com KRISTY RIVERA ELLEN YOSSARIAN-SALES MGR. 800 621-5045 T: (603) 942-8787 kristyriveraOready-occess.com E: eyossarion0ronrock.com WALL COVERINGS: PARKING LOT LIGHTS & DRIVE-THOU SOFFIT SENTRY: SECURITY LIGHTING SYSTEMS, INC. RIGHTER GROUP STEVE FRIEDMAN OR ROB ROBINSON T: 800-848-4841 T: (800) 544-4848 or (847) 279-0627 F: 800-391-1470 F- (847) 279-0642 DAVID NEE-ORDERS x 8341 DneeWightergroup.com VILLA LIGHTING KEVIN LYNCH-ORDERS x 8323 MELANIE HURLEY-ORDERS G, klynchOrightergoup.com T• (800) 325•-0963 Ft RUSS RYAN-REP x 8311 � a F: (314) 531-8720 "'°�-a aka--^-_ .-.a'..�, Cell: 978-697-3191 melanieh0villalighting.com RRyanCRighterGroup.com STEVE DEMARIAS-REP. T. (508) 668-3159 SURFACE MATERIALS INC. MARIANNE KELLY steve®villalighting.com T: (800) 231-3223 or (440) 248-0000 ext.128 ' ' F; (800) 662-7890 DRIVE-THRU TIME E: mariannek@surfacematerials.com 3M FOOD SERVICE e �- MICHELE PISHKO-ORDERS PAINT: T: 651-736-1629 SHERWIN WILLIAMS F. (651) 736-1644 TECHNICAL INFORMATION CONTACT. 800-321-8194 E: mmpishkoOmmm.com u7 COLOR SAMPLES CONTACT- 800-382-6567 BOB SIUDA-REP. MARK WEINER, ARCH. ACCT. EXEC. T. (630) 548-9024 C: 617-438-1408 F: (630) 548-9026 C. 630-240-8802 a \ A rhsiudoOmmm.com AWNING FABRIC: d" V) o 3M COMMERCIAL GRAPHICS DIVISION QRj'JE—THRU HEADSETS: z CINDY. JENKINS m (800) 444-8088 PRESS 1 3M FOOD SERVICE E. ccjenkinsl®mmm.com MICHELE PISHKO-ORDERS Z DEB GIAMPOLO-ACCOUNT REP. T. 651-736-1629 0 5 T: 800-714-9865 OR (860) 298-8782 F: (651) 736-1644 W 17- d jgiompolo@mmm.com E: mmpishkoQmmm.com fl BOB SIUDA-REP. U _j PERSONA T. (630) 548-9024 U) T. 800-843-9888 OR 605-882-2244 F: (630) 548-9026 0 F: 800-843-9890 OR 605-882-3521 C: 630-�240-8802 Z LAURIE KOEHN-ORDERS rhsiuda@mmm.corn O ikoehn@persona-inc.com Z ii i i JOEL WILLIAMS-DIVISION MANAGER jwilliams@persona-inc.corn ELECTRIC HAND DRYER; --��"- ARLON / SIGNTECH WORLD DRYER CORPORATION KEVIN MCKINLEY-NATIONAL ACCOUNT SALES CUSTOMER SERVICE-ORDERS T. OFFICE: 843-388-1364, CELL: 843-412-1323 T (800) 323-0701 OR (708) 449-5950 kmckinley@arion.com F: (708) 449-6958 ELAINE HALL-CUSTOMER SERVICE T. 800-854-0361 ext: 310 KITCHEN HOOD / EXHAUST- ehollOarlon.com INC CAPTIVE-HIRE SYSTEMS, ERE PANELS: SHERRI LEE MA PAN T; 813-782-4-420 F- 813-354-4825 CUSTOMER SERVICE-ORDERS Sherri.Iee@captiveoire.coir± T: 330-364-7561 MAIN T: 800-334 9256 NANCY TUCKER-REP T. 781-341-2871 IN STORE TELEVIS12N_ �PQD-SOUND^_SYSTEP�t: ._. ntucker@morlite.com G "°Q KEMLITE HI-TECH SOUND < BOB KILBOU RNE-ORDERS LIZ TALLON U 800 435-0080 X 8620 T. (800) 649-4487 OR (508) 624-7479 Q REFERENCE: NPP PROGRAM F: (508) 460--7882 KEITH MCGRATI-I-REP 0 O '� T: 302-449-0715 COMING SOON BANNERS: 7 Q KMcGrothC�Dkemlite.com STRATO GRAFIX >_ LIGHTING FIXTURES: DAVE MACE or BRIAN HEFFRON-ORDERS �" 0 VILLA LIGHTING T.- (800) 821--•9948 OR 781-273-1530 LO MELANIE HURLEY—ORDERS F: (781) 272-7687 `— T: (800) 325-0963 brianhOstratografix.com F: (314) 531-8720 SIEVE CHUNIAS-SALES REP. ^ melanieh0villalighting.com FULL STORE WATER FILTRATION SYSTEM: STEVE DEMARIAS-REP. �.-- T. (508) 668-3159 BUNN-O-MATIC CORPORATION steve0villalighting.com DAN SHIELDS-ORDERS HVAC DESIGN: T. (800) s4s-28s6 F: (800) 286-6339 NCA CONSULTANTS/GROUP dan.shields@bunnomatic.com BILL GAUCH REFERENCE: CUSTOMER #323679 --- T- (877) 530-0078 STEVE KARVUNIS-BUNN REF. SHEET F: (727) 535-4900 800-637-8606 OR ncagroupC�cs.com CELL: 217-306-3662 E: Steve.Karvunis@bunnorrotio.com JERRY FITZGERALD-CUNO REP. 630-554-6790 CELL: 630-886-3310 JFitzgeraid OCu n o.corn FILE: D04051 DATE: OL00/05 PROJ. MGR. J.R. C.M. B. FLANNERY LEGEND: EXISTING WALL ___ _-y_____________________� GROUND LOOP CONNECTS TO VEHICLE DE'1T C'iOiZ, INTERCOM ` GROUND LOOP - DRIVE-THRU WINDOW ! SYSTEM AND 11MER INTERFACE BOARD LOCATED iN OFFICE . 2" - '_-- _ TO BE REMOVED C I I CONDUIT FOR SPEAKER ((F Sc J CONNECTS BACK TO R.I.S. SYSTEM. 1 EPARA1`E' POST i5 U�EI)` ALSO EXISTING STUD WALL _ 1 I I CONNECTS TO INTERCOM SYSTEM. VERIFY WITH OWNER .AND I 2x4 OR 2x6 STUD WALL CAD 16" O.C. r ,; NOTE: i A5 i FOR EX I PROVIDE 11MER DISPLAY AT DRIVE-THRU AREA, I I i DUP`vKiN' L?�t7NU7S CdNSTRUCTiON MANAGER t ACT 1 WALL OR CEILING MOUNTED, CONNECTED BACK I I LOCATION. PROVIDE FOR 5 CAR STACKING. ALSO SEE��SlTL PLAN I NEW STUD WAIL i OWN HAS SPEAKER MOt`�i�1TED I �C ''�" "'"„''`';fir!/� 2x4 OR 2x6 STUD WALL @ 16" O.C. TO INTERFACE BOARD AT MAIN OFFICE. BY OTHERS. (MENUt3OARD SHOWN 1 E11 ---------------------------- I � INSIDE. ALTERNATE HAS A St-f-'ARAI"E SPEAKER POST). � 46'-0" •._._--__.------�--------_ DRIVD `"' BUMP'READ-OUT ACCESS' OFFICE -- REP_ AREA U TI LI TY TO I L E T _ ______-----_. THRU DRIVE 'H.W. GENERAL NOTES L` 0 WINDOW t HTR. SHOWN HERE 4= " `� q'-6»_ j 4 AM.S./FOR CLARITY. E FOR �.._._ ._._._.. .. ...� ! Q ,M.S.i SEE NOTE #11. 1. GENERAL CONTRACTOR SHALL R*DER TO WRITTEN SPECIFICATIONS ! .. ADDITIONAL NFORMATION NOT CONTAiNED IN THE DRAWINGS. �\ { 12"_ 26 --- 6'-1" _._y'._.._....___..__... 12 11" 2. GENERAL CONTRACTOR SHA._L PROV!DE ADEQUATE BLOCKING Al SHELVING, 3 COMPARTMENT SiNK T & S SPRAY BRACKET, POT RACK; HAND SINKS, MOF I -- - ---- -- - �- -- -- --- -- - - ----- - "R1., LAVATORIf�"S, F!Alv'D DRYERS, MIRRORS. � . ;..CUST9 3;0"-- i _� --- ------ --�GL@Gf<-=a -- a -------- - -- - ---- _--------- -4, _.. .._._ _ C i SINK. FAU TSa TiME CLOCK GRAB E� CASH T. 2" 0»xl4'-0 �AgpVE _i I pZo ELECTRIC PANEL ' , 1 I PAPER TOWEL DISPENSERS, SOAP DISPENSERS, OTHER ACCESSORIES, ETC. tip / TA LE '� I I �� ! i 3. REFER TO THE 'K DRAWiNG(S) FOR IhIFORMAi1ON REGARDING THE EQUIPMENT qS &G ❑i`s�DELFIELD UCR i 118" ti L- ; I Q I AND EQUIPMENT LAYOUT. i! 5-8 i FILLER i / 'r' �/ I i 4. GENERAL CONTRACTOR 5HALt. INSTALL 2 x8" BLOCKING FOR SANDWICH STATION, ;, IN I i i E Y % !I 1 j ! 1 a TOP OF BLOCKING ® 4'-4" A.F.F. ALSO BLOCKING FOR VDU MONITORS. ! i 2 I rz o i ,, I I i a 5. ALL TOILET WALLS AND OFFICE WALLS TO HAVE ALUMINUM FACED FIBERGLASS _, i �_ -. __.--____._...._.. ., f i � INSULATION. 00 6" _._.-1 i ----- - I p o ��.- \ 6. HANDICAP REQUIREMENTS: LINE OF FLAT a J i �� Q j �, THE GENERAL CONTRACTOR WILL ACQUAINT HIMSELF WITH THE HANDICAP M coY ROOF ABOVE co I I w REQUIREMENT'S OF THE APPLICABLE STATE AND THE AMERICAN DISABILITIES ACT �t z I _I Q t 11 I I (ADA) AND INSURE THAT THIS FACILITY WILL BE ACCESSIBLE. THE FOLLOWING Q wM z `'� 1 m 3 1 ; : ! I cr IS A PARTIAL LIST OF REQUIREMENTS: c� p W - z c� ( i.. i » 1 Om i t I t ' 4 1 p O Q� /, - r- i I a Z rw Im - -� -I �I ci I v`n �� 6'-1„ r•i i t / I ! p 1. AISLES MINIMUM 36 WIDE. Jd '�' ®I. QR 2. CURB CUTS PROVIDED AT HANDICAP PARKING SPACES. w ��wM Iv - I �I zY D 1 �' - 3. MAX. SLOPE OF 5% OR 1:20 IN A.LL PARKING LOTS AND ON SIDEWALKS, RAMP. r j`'�� ipt� wow I I -i--J 15' 0" z -i 1 I I �A► .� �. 1-- w =o - - ¢N QD o_ i I i Y�ALK-�N c I . ALL OTHER AREAS WITH GREATER SLOPE WILL BE CONSIDERED p zv n tOQ cvn o 1 I I I o 4. SIDEWALKS WILL BE A MINIMUM OF 4'-0" WIDE. �]' orom ' / �"- i » N i I� I 1 COOLER 5. RAMPS HAVE TO HAVE A MAXIMUM SLOPE OF 1:12 WITH HANDRAILS AT >�-1 pw ® ¢ I 1$-3 , 1 j ($'x20' uj 34" AND 19" ABOVE THE F4_OOR ON BOTH SIDES AND TO EXTEND t�m l i vs � . W12x22 i ;;' / ) I _ ¢ I STEEL BEAM I j o MINIMUM OF 1'-6". pp BEYOND THE TOP AND BGI1'O`+� OF THE RAMP A MIN!t� i TA: p N 3 I -- --- --- ---Ad -~I 1 ! ! z I 99 I r , - 6. ALL DOORS WILL HAVE A MINIMUM OF 1'-6" CLEAR ON THE LATCH � o 342 I 1 '' Ijor: F_�L', 1 2X6 WALL II I ! o (PULL) SiDE OF THE DOOR. (EXCEPT IN CERTAIN STATES WHERE IT - ---___---- / I WILL BE 2*-0"). cv LINE OF FLAT 7. DOOR MATS AND THRESHOLDS TO BE A MAXIMUM OF 1 f2" HIGH, _ 3-0 ACH1N w GATE II 14'-0" - RE ROOF ABOVE _ i i Q 8. DOOR HARDWARE SHALL BE MGUh'a:ED BETWEEN 36" AND 42" ABOVE ------ - H.O. _ r 2 FREEZER o COOLER " o I i w THE FLOOR. , it 1 i t I ! ! w 8, 1 I t CUSTOM 3'-8' 14 "� 4 +� I 9. DOORS TO HAZARDOUS AREAS TC HAVE KNUR: ED HANDLES, ca; 44 0 ! cL I t BEV. CTR. '-, /, ,.; ;, . i 8 0" 10. t t W UCR "A 1 -- j TOlALETS LAVATORY TO HAVE !-EVER HANDLES, SPRING FAUCETS OR SELF -- CONDIMENTS - L, PER D.D.C.M. 2X6 WALL ; Q �-3 1 2"x3 1 2"x1 4" THICK - i i. -.._. / / / I TRASH ELOW TUBULAR STEEL COLUMN I ! METERING FAUCETS. I ! B. A COAT HOOK 54" ABOVE THE FLOOR WILL BE MOUNTED ON THE dill 2'-6" lw DUNK ! TYPICAL, 2 PLACES !2-6" N/ (! BACK SIDE OF THE HANDICAP STALL DOOR. ICE CADdY � --- 8!-4"t -- ! C 4 _ , C. LOCATE THE WATER CLOSET 18" FROM THE CENTER LINE OF THE UNDER - " I FIXTURE TO THE WALL. THE SEAT WILL BE 17" TO 19" ABOVE THE �. � W1Gx17 STEEL BEAM/ 5 -0 FLOOR TO THE TOP OF SEAT. - D. PROVIDE 0 4 LONG x 1 1/2" OUTSIDE DIAMETER PENNED GRAB C H i t0 4�-6" �0 3 1/2"x3 1/2"x1/4" THICK ; 1 1 " TUBULAR STEEL COLUMN BARS,D 1/2 FROM THE WALL WITH ONE BEHIND AT 6` FROM THE TYPICAL, 2 PLACES WALL AND ONE ADJACENT TO AT 12" FROM THE WALL 33 -36 - �� PARALLEL TO AND fi,BOVE THE FLOOR. WHEN A TANK PREVENTS 1 Yw THiS LOCATION OF REAR GRAB BAR INSTALL GRAB BAR 3" ABOVE c uwi THE TANK. ! p�m v OJT i E. LAVATORY TO BE MOUNTED _;2" ABOVE THE I'IN! HED FLOOR TO RIM �„��� oo Q0 l WITH KNEE SPACE OF 3C:' Fig! WIDTH AND 27" IN CLEAR HEIGHT. cn ¢ ¢ t TENSA BARRIER �� eke' CASH F. INSTALL MIRROR 36" ABOVE T'HE FINISHED FLOOR (TO BOTTOM) AND s-f°l��� � U a io v vJ Koy J� �.- -- _ _ 7.2_" 'TO TOP. " Y r WC+, - G !� Gv i 1 `: G. DISPENSERS TO BE MGUNTE:D A MAXlMU OF 42 ABOVE THE FLOOR e y to 00 Q� Q o� ��G �v�, !� •�� TO ALL OPERATING OR DISPENSING SLOTS. �3 n Q�o �, �� r H. TOILET PAPER DISPENSERS MOUNTED 19" TO CENTER LINE ABOVEfi cv V) ® N THE FLOOR. ' d it xs zw = ��••�' I ' 1 ACCESSIBLE PARKING SPACES, PASSENGER LOADING ZONES, RAMPS, AND �- wo Q ¢ I V �' 1< SIGNAGE SHALL COMPLY WITH THE (ADA). w �w w -� U �, 12. ON TOILET DOOR(S), SIGNAGE IS REQUIRED WiTH RAISED LETTERS AND IN 'c Y ow w ° _ ---- -- _.__._...-•_-- A "MEN" R "WOMEN". MOUNT 5' CENTER AFF OPENING hAce ``v' - - -- - �`I ED. BRAILLE INDICATING ME m m - _ ---- ____- i SIDE OF DOOR. SIMILAR SIGNAGE REQUIRED IF BUT TONS PROVIDED. <- -- -- - - --- - ---- ; 3'-0" FLIP _ H ALL LABOR AND MATERIAL NECESSARY FOR THE COMPLETE 7. FURNiS ! Y `o m j OPEN GATE J.�--_._. _. _� � � OF CEMENT BOARD BACKING FOR F.R.P. AND CERAMIC TILE. -- _-. ...._.. - INSTALLATION ! z d p -- - - ITYPICAL SUBSTRATES FOR INTERIOR WALLS SHALL BE AS FOLLOWS: T --- [77- _i A. PREP AREA AND STORAGE AREAS- 0'-O" TO 3'-0 : 5/8 DUROCK CEMENT BOARD, - & ABOVE: 5/8 PLYWOOD. Q o B. SERVICE AREA: 5/8 MIN. PLYWOOD o 1 !�1 (1� 1 I i 1 \,� ,�/ i I i w I STORE C. SALES AND SEATING A.REA5: GYPSUM BOARD SER I N G j SA�EIII Ni 8. GENERAL CONTRACTOR TO PROVIDE FOR P.O.S SYSTEM AS SHOWN ON (n O 1 III E I co SALES AREA ELECTRICAL DRAWINGS OR, AT A MINiMUq THE FOLLOWING CONDUITS; A. 2 1/2 LD. FROM 4 x 4 x 3 JJNCTION BOX LOCATED BEHIND OFFICE DESK ® m AREA I AREA 1 , 1 i �I 1 1 I UP WALL TO ABOVE CEILING. B. FROM A HUB IN THE FRONT LINE CHASE UNDER SLAB TO BACK WALL W I I I PROVIDE A 2 1/2" CONDUIT WITH 2'-0" SWEEPS AT ENDS- TERMINATE p ---_ --- -_-=---_---- - '_.._......._ i .. s C ABOVE THE CEILING. BEHIND AIL DRIVE THRU CASH STATION UP WALL TG X CL ---------------- _......., 1 I.D. CONDUIT R B - - I . I. � .D. CUD F j i I ABOVE CEILING, USE 2'-0°' SWEEPS AT BOTTOM; TO SiDE NEAREST FRAME n >- » I ,- » f » » , » » a » f » a n a » 4-0 1 3 4 ! --- 5 3 6-4 _.- '1 6-0 1 6-4 -_ 5_=3_-- --�- _ .r4__......, ` _4 1-0- -0 WALL IF WINDOW BEHIND PROVIDING CHASE AS REQUIRED SO NO WIRING Li Q BENDS LESS THAN 2'-0 RADIUS. � � I 1 0'"'-9" D. - _ -, 2x4 ELECTRICAL BOX 6 -0 A.F.F.A.F F WITH 1 CONDUIT IN WALL TO ABOVE Z 7-0" i 8'-6" ----- ------ _.._._.......__........... .. ---- CEILING. CENTER 32"x32"x3/4" PLYWOOD BLOCKING IN WALL FOR VDU UNIT. Ci 46'-0" NOTE THAT THE MAXIMUM CONNECTION LENGTH BET:�tEEhs A VDU(S) AND ITS Z DEDICATED CPU IS 75'-0" AND ONE TELEPHONE JACK IN OFFICE TO BE AN ISDN LINE. NOTIFY Di.JNK1N` DONUTS IF NOT REGIONALLY AVAILABLE. , 9. NOTE: "P.O.S." ALL POWER OUTLETS FOR P.O.S. DEVICES ARE DEDICATED CIRCUITS WITH THIRD WiRE ISOLATED GROUND. AN IG IS AN INSULATED • „ FLOOR PLAN WIRE, SEPARATED FROM ALL OTHER GROUND WIRES, RUNNING BACK TO THE , g BUILDING MAIN OR COMPLEX POWER PANEL. NEMA STANDARD L5-15R I.G. FOR RECEPTACLE AND PLUG. USE OF !G DUPLEX OR QUA DPLEX OUTLETS: _ M SCALE: 1/4" = 1 -0" (i.E., HUBBELL IG-5262, IG-5362 OR EQUIVALENT). 10.GC. SHALL NOT PROCEED WITH CONSTRUCTiON UNTIL V.D.U. LOCATIONS ARE DETERMINED. I 11. HOT WATER HEATER TO BE THE 'VENTLE`S OR SELF `i NTl4�!t� TYPE. IF SELF- i VENTING, RUN VENT TO OUTSIDE WALL. ELECTRIC HOT !WATER HEATER IS OPTIONAL. ! I .- -- -`` U FOR FIBERGLASS < co i 12-COVERED PLANS AWiTH GYPSUM OTHERWISE USE FOIL FACED,i ALLACEILING RINSULATION TO BE FOIL FACED. t , MAX. �l 13.DIMENSIONS SHOWN ARE TO THE FACE - OF FINISH. 14.THESE PLANS ARE BASED ON MINIMUM ALLIED DOMECQ CORPORATE DESIGN z0 ..0 1" PVC CONDUIT FROM GROUND LOOP-� BUILDING FOR DRIVE-THRU TIMER REQUIREMENTS. THE STRUCTURAL DESIGN, FOOTING DESIGN, ADA COMPLIANCE ----1 TO BU AND GENERAL BUILDING REQUIREMENTS NAVE BEEN EVALUATED TO MEET ALL U j MAXI �' ADA STATE AND LOCAL CODES. _ ! o , NOTE: SEE ADQSR WEBSITE, Q i 15.IF BOLLARDS ARE REQUIRED, G.C. WILL PROVIDE 6"ib CONCRETE FILLED PIPE AT Q Z F1_ 1 _ IQ www.adrus.com/extranet, FOR LOCATIONS SHOWN ON SITE PLAN. I ' t °O J COMPLETE INSTALLATION O ' U INFORMATION AND DETAILS ALL BOLLARDS PRIMED {1) COAT, PAINTED (2) COATS WHITE. L O GRAD 3'-0" ABOVE GRADE AND SET IN CONCRETE TO AT FAST 3'-0" BELOW GRADE. d Z }<- i 1 TO 3 1 4" TEMPERED i / IVES 698 B26D c7 �� f� SAFETY GLASS 160° VIEWER v'o i t ; �, GROUND LOOP PEEP HOLE �/ --j 1 n i --- - - VEHICLE DETECTOR . MAIL DOOR SCHEDULE j , „ BUILDING �� nn I nnl 0 ©C 3-6 MIN. SLOT ® MARK SIZE TYPE MATERIAL DOOR FIN. FRAME DETAIL THRESHOLD HARDWARE FRAME FINISH REMARKS SET NO, IN 0 �--- 2�_-7" _ - --- \ OFFICE /. NO. W x H INT EXT N0. EXT --.- - o ONLY EQ. EQ. '- - - t • ' ! Q NOTE: PROVIDE PVC CONDUIT 3'-0"x 7'-0"x nAn ALUM. AND FACTORY ALUMINUM ALUMINUM #1 FACTORY I CLEAR ANODIZED _j ' ` ' 1 1 3 4" _ GLASS2" SPRING HINGE i SOLID CORE ST-21 HOLLOW 1 A2 NONE #5 P-34 ! UNDERCUT 1 2" ! F FOR ALL NEW LOCATIONS; 3--O x 6'-8"x „ SAW-CUT AT EXISTING EQ. EQ. 0 2 1 �4» n B' BIRCH ST-23 METAL / - 11,-0» I , " LOCATION WHERE NECESSARY i a , " SOLID CORE ST-21 HOLLOW P 30 UNDERCUT 1/2 3-6 ILI3-0 x 6 -8 x " 1/A2 NONE3 _ � � � � 3 1 3 4" B BIRCH 5T-23 METAL .---- --- - " 16" _ P_30 ���-- 6-1 / HOLLOW P-30 HOLLOW 1/A2 ALUMINUM #6 .---"- P_22 WELDED FRAME; APPLY 1 x 4 CASING SHEET !�- --- MIN. 3'-6"x 6'-8 nC» -----` -- CONCRETE AREA OF- 4 1 3 q" METAL P-22 METAL TOILET DETAILS PAD DRIVE-THRU A _i3 C D 5 1'-6" "x 6'--8" x "pW�°1° R ST-23 META�W1/A2 NONE ** P-3t3 UNDERCUT 1/2" WINDOW s 1,_�sa 0 * STANLEY OR EQUAL METAL DOOR/NO GLASS; ** DOOR FROM UTILITY ROOM TO STORAGE AREA. A SCALE: 1/2 CURB i VE-TH R U WINDOW WDOOR TYPES. PAINT PER ELEVATIONS 1 1 OC PAIRS HAGER 125O-2 E ON 62H(NGES p 1 LOCKSET, SCHLAGE D84RD LEVLON 626 NOTE: D f` NOTE; VERIFY ALL DOOR SWINGS ON FLOOR PLAN 1 WALL RACK, RUBBERMAID f1990- "HANDLER" WALL RACK FI LEA: D04�51 TOILETS HAVE BEEN DESIGNED TO COMPLY WITH ALL APPLICABLE STATE AND A.D.A. DATE: �4/ 6/05 REGULATIONS. PROD. MGR. C.M. B. FLANNERY CEILING MATERIAL SCHEDULE CODE MATERIAL MANUFACTURER PRODUCT N0. DESCRIPTION AC-22 VINYL PANEL ARMSTRONG-� 870 WHITE PREP AREA SERVICE AREAS -== AC-23 CEILING GRID ARMSTRONG_ "7300 WHITE ALE.. AREAS AC-25 CEILING TILE ARMSTRONG 2767 WHITE PUBLIC AREAS ..,._., --------- ice; D R I VE-� OFFI CE F- PREP AREA UTILITY TOILET P-30 PAINT SHERWIN WILLI5S'' 7006 ,EXTRA WHITE GLOSS O r� - I - ST-21 FINISH SHERWIN WILLIAMS V84F82 E OVER ST-23 �< THRU P 30 AC 22 P-30 P--3Q I ' { 4 \ ' ST-23 STAIN SHERWiiv W`LL AMS I Sid---3112-K 1 AUTUMN MAPLE AC-22 ` 4 G -LI AC ® li �_a ! I a 10fQ3 ! I w LEGEND Ji o! ACC------ -� z _ i I w: ® L i i NOTE: LIGHTING IN TOILETS) AND OFFICE IS TO BE SENSOR LIGHTING, VERIFY W/ OWNER. X Al K ; Al-P CL EQ. EQ. ► 1 Al MET 2GR8-332A-120-ADV-EEX 2 X 4 RECESSED FLUOR. W/ACRYLIC LENS Al W/ GE F32T8SPX30 (3), 4' T8 32w, FLUORESCENT LAMP 00 -, I ! ! Al MET 2GR8-332A-12C1-ADV-EEX a N - j 0- ® l I I i 2 X 4 RECESSED FLUOR. W/CrRYLIC LENS, W/ FLANGE KIT FCS24WU ---- 1----Q , . I Al-F VVf GE F32T8SPX30 (3), 4' T8 32w, FLUORESCENT LAMP Q L. d _. ( ! I Al-P MET 2E.P3GX332S361 -120-ADV-EEX -! !� EQ' w EQ. Al EQ. EQ. Ai P I I� � OR _.- 1 2 X 4 RECESSED FLUOR. WfI'REMIUM PARS CUBE p © ,-mN �. ., ! ! I I �A1-P W/ GE F32T8SPX30 {._3), 4 T8 32w, FLUORESCENT LAM. t\ I I i I ----lk i ® L; �"I I V �"GX332S361-120-AL'V-EEX x tom/) 1 s I Al-F w I COOLER T? i 21XP4 RECESSED FLUOR.LUOR. W/#�kEMILIM PARACUBE, W/ FLANGE KIT FCS24WU pE Al-PF W/ GE F32T8SPX30 (3), 4' T8 32w, FLUORESCENT LAMP CQQ�`� m 1 ALIGN TRACK FOR D1 w ; ®w ® I I Al-PO MET 2EP3GX332S361-�-1:�0-AD!-EEX-OAO d a LIGHTS W/ CEILING GRID Q ! Q ' I I - 1- } ® p - - _ 2 X 4 RECESSED FLUOR. t� PREMIUM PARCUBE i I i1J ' UQR>~SCEN T LAMP cy '04 ! I I Al-PO W/ GE F32T8SPX30 (3j, 4 T8 32w, FL I :.r Al Al-P W i. Al-P { A3-PO MET EP3GX232S181-12O-A.DV-EEX-OAO ! M I ! 1 X 4 RECESSEDdi FLUOR. W/ACRYLIC LENS 11 4'4'f GE F32T8SPX30 (2), 4' T8 32w, FLUORESCENT LAMP ! ! HALO H880E-870C l� O SOFFIT LINE- -4._ iv d i AC-22 C-25 ! I 3'2W ELECTRONIC FLUOR. DOWNLIGHT, (LENS _COVER OVER FOOD PREP) i 1 ! B GE F32TB PX,3 , P ) 32w TRIPL_ TI.F3E BIAX .FLUOR. LAMP TRACK HALO 2% 4' & 8' LEND 11 HS 1 ! ! r ,•",r P• n Al-P Al-P Ai-P #L652P, L651P, L65JP; L3•� r', L957P, L90O. . L,�O �. rir I ! TRACK AND PENDANT ADAPTERS FOR FIXTURES C5 & Di 1,- 7- ! ro [D D1» HALO �..;2�0EP/MSP5�,s4 CENTER 'VC' MENU -�-_.- � Y I 24 SURFACE TRACK P�OUNT Mi=NU FIXTUP.c `•l�/ SAFET`( LENS BOARD ON SOFFITAC-22 C-25 D� yjt CCOOLER' UNIT"/ALlLP. WIRING BY�ELECTRCAL CONTRCTORS »PACKAGE I 3�-2'�___ ! o i `✓G EXTERIOR WALL PACK W/175w METAL HALIDE k - - - 4 ! w I Al-P Al-P Al-P A2 Q i ❑ FIXTURE W 175 METAL HALIDE c 3 O f t I ' J it RECESSED SOFFST F 8�V - LAMP INCLUDED „ ,> FIXTURE .:. tZ TYPE K FIXTURE: INCANDESCENT PORCELAIN FIX E "! I " , AC-2 C-25 SPEAKERS RADIO SHACK B FULL RANGE SPEAKERS k , N rZ Al-P S #40-1272 WITH WHITE ENAMELED GRILL #40-1225. w� ! ,•� ! I I RUN WIRES TO OFFICE, VERIFY W/ OWNER. Al-P X Al-P i ! 00aW W SUR CG2- V (1 OR 2) LAMP ADJUSTABLE HEAD EMERGENCY LIGHT, WITH SEALED LIGHT, EQ. ! ! O ! ! _..._E4............__ FURNISH AND INSTALL EXTERIOR ---_ ._ �W WA PACK LIGHT1NG W X WITH SEALED LEAD CALCIUM BATTERY, (W?) IF OUTDOOR WATERPROOF w \ EMERGENCY LL / 1 1/2 HR. BATTERY LIFE AT EACH ! ! ! ! �04 X SUR Lr X%ORWH I- co l'IF' WP LED EXIT W/ BATTERY Q a EXTERIOR DOOR. I I I I \ -- SALESl ! ! C-- STOF - - SERVING I ; ' i ! AC MARS AIR CURTAIN 800-421-1266 ! . . J ! J I J J ! I H-3 REAR DOOR MODEL #E48CHS 3, z Q ! I ❑ i ❑ ,•.' ❑ ❑ DRIVE-THRU MODEL #E48C/C , AREA AREA0 m Mi I I ; SALES AREA WITH DO MICROSWITCH & NEATER SWITCH, FURNISHED BY ! ; ! MECHANICAL CONTRACTOR, INSTALLED BY ELECTRICAL CONTRACTOR. 10'-O" 10'-0" i ! _ - ! I 10'-0" !', AC-25 VC 1 2 3 4 VALUE COMBO & MENU BOARDS p AC-22 AC-25 / ! I .- - ---- - 1- -- i_- -...!_---- - --I-- - - -----------------_�_ -------------- ---`�---- -------� _ " " D.V. FAN W � � I LOUVERED SOFFIT PANEL L�.� HOOD/ FAN - FOR TOASTER OVER SANDWICH STATION 4N CEILING � a• � CEILWG JUNCTION BOX USE CAPTIVE AIR 24 x 18 HOOD WITH 24 H, 150 CFM, D to Q FOR WINDOW BAGEL SIGN, TF-1 PROVIDE 6' EXTRA WIRE. 2 X 4 BORDER WRAPPED IN WHITE COIL STOCK TOILET EXHAUST FAN, NUT �;8814, 100 CF�9 BATH FAN � Z OTEF-1 SEE DRAWING SHEET M1 FOR DETAILS Cj REFLECTEDCEILING PLAN TYPICAL SUPPLY DIFFUSER SCALE: 1/4" = 1'-0" � EXHAUST FAN GRILLE FOR TE'''#1 � a N 00 - BACK WALL STUD FRAMING TO `r STRUCTURE ABOVE `� x W 'V» RECESSED (B) V FIXTURE OVER --- _j Z WORK AREAS �/ m 1 (TYP.) _ W 3"000 ELEV. 10'-Q"� d 1'-7" TYP j } Ld V,...._..__...___.._._......_. _... ��`�.� ACOUSTIC PANEL ` CEILING ul 1 5/1 6" MAPLE MOULDING ST-21 ST-23 j Llj G.W.B. WC-23 Ljj 2" x 8" HEADER 1/2" CDX PLYWOOD BEHIND GYP. B. D. SCHEDULED FINISH ON ap ap REFERENCE LINE FOR SOFFITS ! � LIJ 1/2-GYPSUM BOARD In w I ------- CROSS-BRACING � e®a ,n o I.. 2 x WOOD FRAMING " " i �.�® 2 x 6 HEADER SCHEDULED FINISH ON ~ 2" x 4' BOTTOM 1/2-GYPSUM BOARD SCHEDULED FINISH ON SHEET 1/2"GYPSUM BOARD �--- 1 5/16" MAPLE MOULDING ST-21 ST-23 ( HOLLOW METAL FRAME STUD WALL 0o f .......... --3'-2" — G.W.B. P-30 � WITH COMPRESSION - A 5 5/8" ANCHOR AND ADJUST- FINISH PER INTERIOR ELEVATIONS pp ADDED 3/4" END FINISH PANEL TENNIS WHITE OR HEAD JAMB MENT SCREW HEAD JAMB JAMB DISPLAY CASE CASEWORK 7 5,$" BAR SOFFIT DETAIL FILE#: D04051 DETAIL r2_"� DETAIL. 3 DETAIL 4 BACK DATE: 04 06 05 A 2 SCALE: 3/4"=l'-0" �A2) SCALE: 3/4"=1'--0" A SCALE: 3/4"=1'-0" A 2 SCALE: 3/4"=V-0" PROD. MGR. J.R. C.M. B. FLANNERY L-J PD DRIVE- OFFI CE— - PREP AREA -UTILITY TOILET T-22 T-22 � T-21 T-21 THRUo T-22 iI{� 11 I ! f f 11 ! Ll I II it ll co ! ! 1 1-7 DOOR rN- � 1 i II Q ! I t 1 l t II 'WAL -°�I N IQry� ' ' COOLER mdn { 1 m 11 p Q ell II ' i ► i I ® o ll II 11 11 t lI I II l I 4 I I 1 1 O / � l vE, ^•. 73 3 '� I � L J O W T—22 i I T-21 � SERVING SALES ; ; C - T�� E (n o AREA AREA SALES AREA Z >- In 0 m � i i i T-21 5; z w T-22 17-21 i uj a � v � i FLOOR TILE PLAN- SCALE: 1/4" = 1'-0" NOTE: TILE CONTRACTOR TO INSPECT FLOOR FOR RESIDUE FROM PREVIOUS TENANT AND APPLY CLEANERS AS NECESSARY FOR PROPER TILE ADHESION. p G Tf LE NOTE o (o o .� I L� Q `� ' w i ! � LJa.i 0 START POINT OF TILE PATTERN m z a Lij U CERAMIC TILE BY G.C. QUARRY TILE BY G.C. 0 T-21 T-22L0e --FRONT LINE CASEWORK �^ p� �^ COVE BASE COVE BASE STRAIGHT BASE 6" LOUR s� I N I SH PLAN --i B-21 B-22 B-23 0 5"t FLOOR FINISH MATERIAL SCHEDULE DESCRIPTION jREMARKS ���� AREA CODE MATERIAL MANUFACTURER PRODUCT NO. LES ifl io iQ B-21 TILE COVE BASE KEOPE SERIES. JAPURA 6" x 12" UNPOLISHED (DARK) L� B-22 TILE COVE BASE METROPOLITAN 507 PURITAN GRAY 6" X 6" BASE BY EQUIPMENT 8-23 TILE STRAIGHT BASE KEOPE SERIES: JAPURA 6" x 12" UNPOLISHED (DARK) A MANUFACTURER —- ------- SHEET G-21 GROUT LATICRETE #24 NATURAL GRAY - NTH T-22 1 TI LE A E DETAIL. G-22 GROUT LATICRETE #45 _ RAVEN - WITH T-21 0 A 3 SCALE. 1"_ V-0" T-21 SALES FLOOR 11LE KEOPE SERIES: JAPURA SERIES:JAPURA (DARK)-12"x12" FILE#: D 04051 T-122J PREP AREA QUARRY TILE METROPOLITAN r507 PURITAN GRAY 6" X 6" DATE: 04 06 05 NOTE: PROD. MGR. J.R. OMIT BASE BEHIND DISPLAY CASE. C.M. B. FLANNERY l0 CJ �r \~- ----- COOLER FRONT WALL 46'-0" ----- ---..- ---.. -- . ... ._ .. . __ O __.-. COOLER FLOOR TO BE_— _..._ .. . "., rJl LEVEL W/ TOP OF SLAB 2 1 DROP WALL 8" FOR SLAB, A4 A4 COOLER FLOOR TO BE AT SAME J " HEIGHT AS STORE SLAB. 3" (TYP.) \ .. -------------.._.---- -----'---.._--_..._ ---'----•-----------------_. .._._._--._._.._.___'---.._ _.__._. .. ... ... ... _. __ ..... ... .. .., eV� f\ 1; \\ ir°. » 2 27 DROP WALL 4 ! ! i FOR SLAB 4" CONCRETE SLAB REINFORCED I TYPICAL 1/2" x 10" ANCHOR -- j i BOLTS OR QUICK BOLTS, SET 10" CONCRETE FOUNDATION I W/ 6X6X6/6 W.W.M. I IN 6" AT DOORS; OTHER BOLTS WALL W/ 12" x 22" CONT. TO BE 032" O.C. co CONCRETE FOOTING. CO i j Cs,i i N 4 DE TAiL " I A4 SCALE:3/4"==1'-0" 4 q �� 0 xZc\1 '- " 9'-4" 3'-0" N 0 .. _...... --- 3 0 -------.. �.--.1. -� i 1 '1- #5 CONT. TOP AND BOTTOM - _- - mQ� I VERIFY ALL COOLER m o I----_--I I`----'-1 DIMENSIONS BEFORE A4' 4" CONCRETE WALK, 3000 PSI CONCRETE; - a a i i o POURING FOUNDATION. TROWEL FINISH; PITCH FROM BUILDIN; 1" MIN. 6 x 6 - W1.4 x W1.4 W.W.M. i L------ PITCH AWAY FROM BUILDING-Oi 1 i 2x6 WALL- tn! , rl 36 x36 x14 DEEP 36 x36 x14 DEEP CONCRETE FOOTING CONCRETE FOOTING SEE DETAIL 3/A4 SEE DETAIL 3/A4 i r �i i SAWED CONTROL SAWED CONTROL - Ce� JOINTS TYP. (U.N.O.) JOINTS TYP. (U.N.O.) . r i DROP WALL 8 FOR SLAB, t r . WELL COMPACTED SUB BASE COOLER FLOOR TO BE AT SAME _ ri 4" SLAB-ON-GRADE HEIGHT AS STORE SLAB. �y o Lr-� I p 04 sic 2 w 6x6-W1.4xW1.4 W.W.M. � � 6" A4 w/ 6 MIL VAPOR PROOFING MEMBRANE --- - ELEV. 0'-0» - DOWEL #5 ROD X 1 fi" LONG j i • DRILLED AND GROLJTEn 6" INTO WALL. ., 4 �� f AN - 10" CONCRETE FOUNDATION WALL W 12 x 22 CONT. » " i / DROP WALL 4" BOLTS OR QUICK SET I � CONCRETE FOOTING. � - FOR SLABA IN 6" AT DOORS; OTHER BOLTS O ® 32O.C. SIDEWALK DETAIL, x5" DEEP CONCRETE -- --- SHELF - SEE DETAIL 2/A4 / ------ --- --- - ___ ._........................ . ... ... _. _ 3/4" - ------ -----_ ----- ---------- - - � SCALE: 3 4 - 1 � - -------------- - A j ( E SITE PLAN BY OTHERS) 0 E 3 ' cU r � ) _ �— .. . i i i p 3- 2 i , 1 (TYP.) a !(TYP-) A4 i i DROP WALL 4" A4 DROP WALL 4" FOR CONCRETE WALK, z �i m i FOR SLAB FOR SLAB i SEE SITE PLAN BY OTHERS � LED E ROVIDOR DOWELS �_� � . Z L----- r ND ------------- ---- ---------------------- ----J CAD 24" O.C. i W LINE OF NEW FOUNDATION W FOR WALK TIE. C� i LINE 0 NEW FO I OTING n _ L --__.—_LJ /♦ t!) A4 m Z FOUNDATION NOTE: U - �_...........__...----- ------ --- - ---- -- Z i 1. REST ALL FOOTINGS ON FIRM NATURAL GRANULAR MATERIAL FREE 46'-0" FROM TOPSOIL, SUB SOIL CLAY, OR ORGANICS HAVING A MINIMUM -------..-. ---- -... ----_ ------ _...... SOIL BEARING CAPACITY OF 1 1/2 TONS/SQ FT. Mi-CHANiCALLY FOUNDATION PLAN COMPACT SUBGRADE BEFORE FORMING FOOTINGS. PAY SPECIAL CAPE TO COMPACT FILL AT COOLERUNIT TO AN ENGINEERED 95%. 2. ALL FORM TIES TO BE REMOVED BELOW EXTERIOR FACE OF WALL. SCALE: 1/4" = 1'-0'> 3. ALL TIE HOLES TO BE. FILLED WITH CEMENT GROUT AND COVERED WITH A SMOOTH LAYER OF ASPHALT ROOF CEMENT. NOTE: SEE ELECTRICAL AND PLUMBING DRAWINGS FOR LOCATIONS OF UNDERSLAB CONDUITS, PIPING, FLOOR DRAINS, ETC.. ��� F- 1. GENERAL CONTRACTOR 'TO PROVIDE FOR P.O.S SYSTEM AS SHOWN ON 1" HIGH "R" RIDGID INSULATION _ 6" _ ELECTRICAL DRAWINGS OR, AT MINIMUM THE FOLLOWING CONDUITS; © p CHAMFER 0 TOP 3/4" (TYP.) » » » » A 2 1 2 I.D. FROM 4 x4 x3 JUNCTION BOX LOCATED BEHIND - o I OFFICE DESK UP WALL TO ABOVE CEILING; Q � ____ _________________________. _______------__________ ___ wi7H 2—0 SWEEPS B) FROM A HUB LOCATED IN THE FRONT LINE CHASE UNDER SLAB U TO BACK WALL PROVIDE 2 1/2" I.Q. CONDUIT ' " O Z = AT ENDS. iERMiNATE ABOVE THE CEILING, © � o !j. C) A 1" I.D. CONDUIT FROM BEHIND 111E DRIVE THRU CASH STATION UP WALL TO ABOVE CEILING---USE 2'-0" SWEEPS AT BOTTOM TO Q 'F SIDE NEAREST FRAME WALL 1F WINDOW BEHIND PROVIDING CHASE } O p % i o AS REQUIRED SO NO WIRING BENDS LESS THAN WALL" RADIUS. " --- %� � s D 2"x4" ELECTRICALI BOX 6'-0" A.F.F. ,ITH i" CONDUIT IN WALL TO O o ;�; STEEL POST .............. ) , i x r� r 4" CONCRETE SLAB REINFORCED - M 4 CONCRETE SLAB REINFORCED ABOVE CEILING. CENTER :.2"x32"x3/4" PLYWOOD BLOCKING IN WITH 644/6 W.W.M. O WITH 6x6x6/6 W.W.M. E ) r t' . � . WALL FOR VDU UNt� 2 #5 RE RODS .. 2 #5 RE-RODS TOP AND BOTTOM OP AND BOTTOM TOP OF SLAB _ - O — T NOTE THAT THE MAXi�/U�9 CONNECTION LENGTH BETWEEN A 2" RIGID INSULATION AT ALL PERIMETER — 2" RIGID INSULATION AT ALL PERIMETER AND ITS DEDICATED CPU IS ?5' 0" AND ONE TELEPHONE JACK IN WALLS 4`-0" HORIZONTAL AND o WALLS 4'-0" HORIZONTAL AND OFFICE TO BE AN ISDN LINE. N011FY DUNKIN' DONUTS IF NOT ° 2'-0" VERTICAL. WALL" VERTICAL. o° REGIONALLY AVAILABLE. 2. PROVIDE PLUMBING AND FLOOR SINKS UNDER SLAB AS REQUIRED W / I UNDER FRONT LINE CASEWORK. SEE CASEWORK DRAWINGS BY OTHERS 5" COMPACTED GRAVEL __ / 6" COMPACTED GRAVEL -_.._.__.___.....___..__........._..___ e� o� " FOR LOCA11ON OF COMMON CHASE IN CASEWORK. FLOOR SINKS SHALL 6" 0 10", 6" 6" 1, „ 6" 13E PLACED DIRECTLY UNDER CHASE. SEE PLUMBING PLANS. i SHEET a o U 00 a r O O T{ 36"x36"x'I4" DEEP, .—..----- CONCRETE FOOTING • -= ' NOTE: "P.O.S.". ALL POWER OUTLETS FOR P.O.S. DEVICES ARE DEDICATED CIRCUITS WITH THIRD WIRE 3 #5'RE-RODS 5 - #5 REBAR EACH ISOLATED GROUND. AN IG IS AN INSULATED WIRE, SEPARATED FROM ALL OTHER GROUND WIRES, 3 #5 RE-RODS WAY ON BOTTOM RUNNING BACK TO THE: BUILDING MAIN OR COMPLEX POWER PANEL. j NEMA STANDARD L5-15R I.G. FOR THE RECEPTACLE AND PLUG. 1'- 10" USE OF IG DUPLEX OR QUADPLEX OUTLETS: (I.E., HUBBELL IG-5262, iG 5362 OR EQUIVALENT). FILE#: D04051 1' 1 0"ICA TYPICAL ___._.�� DATE: 04 06 05 TYPICAL TYPICAL WALL SECTION- K*02 TYPICAL WALL .ACTION 3 QETAL PROD. MGR. J.R. q SCALE: 3/4" 1'--0" �A4) SCALE: 3/4" = V-01> A� SCALE: 3/4"=1'-0" A C.M. B. FLANNERY I U I / � n J 12 12 6.5 1 x2 & 1 x1 O FASCIA oa 6" COMMERCAIL GUTTER cD WHITE ALUMINUM N N O 1 x3, SCREEN VENT, 1 x6 SOFFIT 1•_ 4—O�. TRUSS OVERHANG 1 x1 O FREEZE 1/BED MOLDING ' •� m N BLOCKING 0 CEILING =.fir' rr GYPSUM FULL HEIGHT OzN 3/4" CDX PLYWOOD ALL FOUR mQ� SIDE, 10 STRAPPING ENTIRE CEILING -i} �m00 2x6 MID HEIGHT BLOCKING i i 24 P.T. SHOE -- 4'—O" FASCIA BUILTOUT ON 1/2x7• MINIMUM 2 ..J���I O N � 1 x8 & 1 x2 FASCIA; PROVIDE VENTED DRIP EDGE DOUBLE 4, 8" VINYL SIDING, TYPICAL A5 SCALE: 1/4"=1'-0" 1/2" CDX PLYWOOD, BLOCK HORZONTAL SEAMS 3/4" T&G PLYWOOD, GLUE AND NAIL ' ---. $ 1/2" R SULATION LAP MEMBRANE ROOFING UP WALL >2'; r r ( 30 CATHEDRAL IN -� COVER W/36" ICE&SNOW SHELD HELD USE PROPERVENT AS REQUIRED TO �: •:...,,,.. UP 12", START SIDE 0 12" LINE � N AIRWAY /I ,;'' r-----------' HEAVY ALUMINUM DRIP EDGE 4x4 CANT STRIP 1X 10 TRIM 12 __ �; / --- -- 2x8 BLOCKING r" 1 12 x SAND (RIP 9 1/" LVL) s 6.5 l 1 RIGID INSULATION UNDER - MEMBRANE j (2) CORA VENT SC12 r , - -. (MAINTAIN AIRWAY) Tom_ FULL 1 x4 NAILER OM 0 ---._ RIPPED FREEZE, BOTTOM N\-r' MATCH PITCH ROOF FREEZE 4'LO W12x22 ;_..-. .. i I 0 1 i SECTI O N i SCALE: 3/4"=1'-0» L!3 0 m CL i Ica; �I U m U 1 I ! r0 W 0 1 1 ! H t/) (�! CL U} V) Q w p /00 2 Z _ o A5 Z 1 1 i i I 1 i 1 SECTION A5 SCALE: 1/4 =1 -0 N sr ', Q 0 (y i l C� ^ i U 0 _ 01 U M Z � 0 0 -� < ¢ . �. 0 Lo (..d SHEET 0 FILE#: D04051 DATE: 04 06 05 PROJ. MGR. J.R. C.M. B. FLANNERY�j _ I Q ® l �I c I.=, 48'-0" TRUSS SPAN 6.5/12 ,I 46'-0" BUILDING ' LAYOUT 0 24" Q.C. 1'_0» LAYOUT 24"O.C. I FLAT ROOF 1 3/4"X 1/ " LVL ® 16"O.C. I � , � I I I L coo AC-1 1 i �A _2 - 1 J I i i { i L q L J I 1 I j 1 �mN i rj�� J j i j j j L 0 I I , IF m Q M 0 W12x22 - ; I L -j CUPO * POINT LOAD �00# - I per.. - - - _j -- - - - -- - L J L W10x17 STEEL BEAM/ r 3 1/2"x3 1/2"x1/4" THICK TUBULAR STEEL COLUMN J I N L ___ - TYPICAL, 2 PLACES J L t 1 { _j i i i i L TRUSS "TAILS" HUNG I I i i I TO GIRDER J j I I t I I L LLJ I t I I I I I i i I 1 1 1 1 I I I I I I I i I I I i 1 TRUSS MANUFACTURER TO FURNISH DESIGN 18'-0" (T.C.L.L. 3 REAR, 55#FRONT AND SHOP DRAWINGS OF THE TRUSSED q o ROOF; WEB PATTERN SHOWN IS FOR GIRDER TRUSS ILLUSTRATION ONLY; DESIGN LOADS ARE: � p - Z m co ! \' DROP ENTRY GIRT) ROOF 18" GIRDER TRUSS I -._-- / LIVE LOAD TOP CHORD ALL TRUSSES 35# P.S.F. LIVE LOAD TOP CHORD ADD CAD VALLEY 20# (55# TOTAL)P.S.F. W m CL DEAD LOAD TOP CHORD 10# P.S.F. (2) 1 "x11 � LVL 1 ---------- - --- f - ---- ------- ------------- -- 2„ BLOCKING @ 24"O.C• —, LIVE LOAD BOTTOM CHORD 0# P.S.F.* � O � GIRT, SPACED (5 ' - - INSIDE LVL BUTT FRONT n 20# P.S.F.# V) / ;' DEAD LOAD BOTTOM CHORD ,,TOTAL �/ » I » » Er - - r 8-6 _— _.._ 7-0 8-6 LVL FULL LENGTH DESIGN TRUSSES FOR IiVAC AS SHOWN 2'-4 " CLEAR U ..t 4; 79i i __ 24'-0" OUT TO OUT GIRT _ i ,\ _ SPACING FOR ,7 K 1-IVAC. BLOCK ALL PLYWOOD. . (2)T1 x1 LVL » 2 FRONT LVL BUTT SIDE DATA GIVEN FOR CARRIER HVAC, VERIFY W/HVAC o Z GIR I , SPACED II\SIDL � -----.26-0 TRUSS SPAN - —__--� ( ) _ CONTRACTOR PRIOR TO ACTUAL CONSTRUCTION. C7 FOR 5 "'" TOTAL) 6x6 P. T. POST; AB66 BASE; (2) ACE66 OR 2.5 CLIPS - NOTE: POST TO HEADER 1. FRAMING CLIMBER SHALL BE SPRUCE-PINE-FIR #1 SOFFIT TO BE 3/4" G1 S MDO PLYWOOD; USE E, 99 Fb = 1000 PS1 E = 1,200.00 GLUED AND NAILED TO TRUSSES _ ( ) 5/8 x6 LAGS (2 ROW) ROOF FRAMING PLAN SIDE TO EACH FRONT HEADER; (3) 2. I-JOISTS & L.V.L. BEAMS SHALL BE AS 1 4" = 1'-0" *8" FRONT TO SIDE INSIDE MANUFACTURED LO R BOISE PACIFIC, POR i AND, SCALE � OR OREGON (CPI) OR BOISE CASCADE (BCI), a �, 3. STRUCTURAL STEEL SHALL BE ASTN4 A36 AND SHALL BE FABRICATED, PAINTED AND INSTALLED IN ACCORDANCE WITH THE LATEST AISC SPECIFICATIONS. OD I- _.............._............ HVAC FLANGE TRUSS ®TES o ( - 1" x 4" P.T. NAILER 1. TRUSSES SHALL BE DESIGNED IN ACCORDANCE WITH THE DESIGN _ SPECIFICATIONS FOR METAL PLATE CONNECTED WOOD TRUSSES TPI-85 FLASHING BY AND THE AMERICAN INSTITUTE OF TIMBER CONSTRUCTION. o Do o ROOFING CONTRACTOR t 2. WEB MEMBER LAYOUTS MAY BE VARIED FROM THAT SHOWN TO SUIT - -1" RIDGID INSULATION MANUFACTURERS STANDARDS. TRUSS TOP CHORDS SHALL BE 2X6. �^- / BOLT FLANGE TO CURB ' - CANT STRIP 3. THE GENERAL CONTRACTOR SHALL PROVIDE AND INSTALL ALL ERECTION Z W AND PERMANENT BRACING MEMBERS AS SPECIFIED BY THE MANUFACTURER �---- IN ADDITION TO THAT SHOWN ON THE DRAWINGS. INSULATION - � ""'ADHERED MEMBRANE UP TO TOP 4. THE GENERAL CONTRACTOR SHALL PROVIDE AND INSTALL 1X3 STRAPPING MEMBERS 8D RING NAILED TO THE UNDERSIDE OF ALL TRUSSES AT 24 O.C. `✓ 1— WOOD LEVELING 2 x ___._,......_......_........._. STRAPPING LINES SHALL BE CONNECTED TO GABLE END WALLS AND TO W (IF REQUIRED) BY INTERIOR PARTY WALLS. �y GENERAL CONTRACTOR 5. TRUSS DESIGNS AND DETAILS SHALL BE SUBMITTED TO AND SHALL BE RIGID INSULATION APPROVED BY THE ENGINEER BEFORE FABRICATION BEGINS. TRUSS DESIGNS NOTE: \ SHALL BEAR THE SEAL OF A PROFESSIONAL STRUCTURAL ENGINEER REFER TO H.V.A.C. DRAWINGS FOR - ~ 3/4" EXTERIOR GRADE REGISTERED BY THE COMMONWEALTH G+= MASSACI;USETTS. SHEET CURB SPECIFICATIONS AND SIZES. T -I• G PLYWOOD SHEATHING 6. CONNECT ALL WOOD TRUSSES TO STUD BEARING WALLS WITH 18 GA. HVAC CURB . DETAIL GALVANIZED TRUSS CLIPS TYPE. H-1 BY SIMPSON CO, INC. i 7. TRUSSES THAT ARE FLUSH FRAMED TO TRUSS GIRDERS SHALL BE P� SCALE: 1 1�2" = 1 -�» CONNECTED WITH GALVANIZED METAL_ MANGERS SIZED AND FURNISHED BY THE TRUSS MANUFACTURER. FILE#: D04051 DATE: 04/06 05 PROJ. MGR. J.R. C.M. B. FLANNERY - I _ _ 0 ® r� NOTE: —Y PATCH AND REPAIR EXISTING PROVIDE DUPLEX RECEPTACLE IN --� f--CENTER 'VC' MENU BOARD WALL APPLYINN REQUIRED BEFORE 5� G NEW FINISHES 5!'4r SOFFIT FOR VALUE COMBO BOARD ON CASH STATIONS C; " " �, f " " VDU ON THIS WALL. WALL COVERING -- -- - ST-21 27 1/2 27 1/_ 2 4_g 27 1/2 27 1/2 VDU ON THIS WALL.... TOP OF CHAIR RAIL WC-2?4 4,_6" ST-23 ---- VERIFY LOCATION _ VERIFY LOCATION WC-23 OR WC-26 - j-.�__ Ems;: ^ " " ----- 2-10 A.F.F. 12 12 12 12 - WC-23 WITH OWNER. FRP 23 WITH OWNER. OAK CHAIR RAIL -_- 1/2- G.W.B. - - - WG-26 \� j i i MBEMB VG MB MB ON WALL W/ WC-24 L_ _ A25m L- - - - A SEE CHAIR RAIL DETAIL 5 1/2"- c„ r 6" LAP 6" P t'- DAIRY__ A�6. M13 M14 M1 iC? _._.._._. ® ®� PLASTIC LAMINATE ! `n Q FRP-2-3 FRP- 3 ILC.B' COOLATTA r _,rSOFT�r-i _ 2 r_ 1---IA10 __..._ PL-21 cd` t�j1 i M22 ESPRESSO i IA o m: I I I I 'MICRO OAK CHAR RAIL I.C. DISP. r--� ��_ HEAT SERVERS I t MICRO.i-- t" \. ;I !MAIN POS G {�! I r-i r-� 1 I ( !I I�BREW�i I �, _ ------ DUAL SINGLE STAIN 5�-23 I z 1'_g"� -__ _.-- _ I 1 I I I I I I ! r 1 ! ! __A18 v ._._ V- _.._.. TILE COVE BASE a' --CHAIR RAIL SINK 1 - 1J®I r M®1 y-- j !L^! � A18 I� M®6 11® _ "-`LA�8 A1U ;� SINK WARMER }_� _ 8-21 - AND CLEAR COAT ST-21 OMIT WALL COVERING {-LJ 1_u_1 L _ -�----- - _� �_w _ ------- ---- - ---- 1 BEHIND CASE 70 LINE I i F rpELFILD--� r--`-� r S.S. SOFT I ELFIELDII ELFIFLD; �II III_ ��I�- ^ cal �� I i-----III I I I I 1 SUGAR HEAT �.. _���_• I ,i AZ8 ! A30 .I WALL ' A19 A21 A23 p I ICE III UCR i I I I I 1{ UCR Ili UCR ; I 11L- !- ail - iii A i 2'-4 1 Y2" , I� ® P_30 m ® i i CADDY I I A®6 1 I 1®39 M4�01 ; GRNDR li A� III A2 ! i II! as III : �I pl I A( Lr CHAIR RAIL DETAIL T� L__.�l". _ -Jf _ L_._�._.� TYP . SALES WALL DET _ lul �-- ` li! t t �d IN ,o 3$-0" SLICER SLICER • ,`� PL-21 `:_ B-21 �-___ _.--� 00 ' B-22 3-s 8'-sy D.T. COFFEE r; SCALE: 3/4"=1'-p» SCALE: �"=1'-C„ � L_� LINE OF CASEWORK — B£V. CTR. D.T, P.O:3. PRINTER (o STATION TOASTER � OMIT TILE BASE BEHIND DISPLAY CASE STATION CHAIR RAIL IS 5/4 x 5 1/2 OAK /C� rT� BAR ELEVATI ON � WITH A 3/4 CHAMFER. � SALES ELEVATION LJ,.d- i ( TYP 6 ) K SCALE: 1/4" = 1'-0" Q� SCALE: 1/4" = ;°_0,> Morn zl o� >Y]Q I co ml aco :3i o III NOTES: ALL SHELVING AND HARDWARE SUPPLIED - 2" x 2" STAINLESS STEEL " AND INSTALLED BY GENERAL CONTRACTOR £ 14 ANGLE CORNER GUARD G.C. TO INSTALL 1/2 PLYWOOD \ 6'-0" LONG, TYPICAL ! INSTEAD OF GYPSUM BOARD AT GENERAL CONTRACTOR SHALL PROVIDE y $ \,ALL OUTSIDE CORNERS POT SINK ADEQUATE BLOCKING FOR ALL SHELVING PROVIDE 5/8" PLYWOOD SUB.:TRATE FROM G.C. TO FABRICATE --� IN OFFICE 4'-6" A.F.F. TO 6" ABOVE CEILING. ON SHELF FOR H.W. HEATERAT \ FRP-22 1 THIS ELEVATION ! -- .- WHITE MELAMINE--. .- 1 � `! -fl I %` SHELVES W/ BRACKETS ;' I HW I w ; r---------r---------� P-30 FRP-22 FRP-22 I I ` 11 POT RACK II i i I PAPER --; - ====_=_= �Tr ON STANDARDS TYP. TOWELS 1 11 II L-------- I --------J I ! cfl: _ PLASTIC LAMINATE OVER I s I I 2 u u " 1 f I iQ v{ J _I ! , PLYWOOD DESKTOP, r, (FRP-22 < SOAP.-� i ADJUSTABLE 2 I 1 I I - �� z ¢ ' BRIGHT WHITE -� r---------{----------i 0 SHELVES " I I I O7 F-j i� I PIN PAINTED I -------------- 1 I I ! ST-21 00 ai EDGE a� �i r--- E PA i O 1 ---------1--------- I ST-23 N P-30 0' W \ ANGLED PLASTIC ; HAND 4y - ii__;i__-t( r--------T--------I I \\ " LAM. KICKER, a SINK II POT SINK ll i I I \\ iv� 2_-6._..a; BRIGHT WHITE N _ \ - i i.. B-22 B-22 MOP SINK 0 m O W CL 0 v -1 I VA TI ON ( TYF.j UTILIT ELEVATION TYP .PREP AREA STORAGE ELEVATION TYP . OFFICE ELE SCALE: 1 /4" = 1'-0" SCALE: 1/4" = 1'-0„ SCALE: 1/4" = 1 --0" SCALE: z ROOM FINISH SCHEDULE FLOOR BASE WALL CEILING ROOM NAME NOTES CODE CODE CODE CODE SALES AREA T-21 B-21 B-23 # AC-25 * SEE INTERIOR ELEVATIONS DRIVE THRU T-22 B-22 FRP-23 P-30 SERVING AREA T-22 B-22 FRP-23 AC-22 TOILET T-21 B-21 P-30 4X4 WHITE FLORIDA TILE, � /-"�� ORANGE &BURGUNDY BORDER 0 J t n V0 OFFICE T-22 B-22 FRP-22 P--30 J PREP AREA T-22 B-22 FRP-22 AC-22 � 0Q WALL FINISH MATERIAL SCHEDULE z CODE MATERIAL MANUFACTURER PRODUCT NO. DESCRIPTION r O B-21 TILE COVE BASE KEOPE SERIES: JAPURA 6"X12" UNPOLISHED DARK Q LO ! > Q B-22 TILE COVE BASE METROPOLITAN 507 507 USE WITH T-22 TILES PURITAN GRAY U Lu 8-23 TILE STRAIGHT BASE KEOPE SERIES: JAPURA 6" x 12" UNPOLISHED DARK USE ® KICKPLATE m Z O O Z W FRP-22 FIBERGLASS MARLITE P-100 WHITE PREP AREA, OFFICE & UTILITY °� `C W ST-21 P-23 REINFORCEDry FULL HEIGHT R PANELS MARLITE P-118 ALMOND SERVICE AREA, RESTROOMS FULL HEIGHT �. gT_23 FRP-23 POLYESTER TYP. ALL WALLS �, TYP. ALL WALLS * Z 0 -- SOAP NOTE: IF FRIALATORS OVENS, USE CLASS "A" MATERIAL. !' P-34 DISPENSER© MIRROR HANDICAPPED - P-29 PAINT SHERWIN V�ILLIAMS SW 6113 ��_K INTERACTIVE CREAM ALL WALLS GRAB BAR LAVATORY HANDICAPPED - P-30 PAINT SHERWIN IMLLIAMS SW 7006 EXTRA WHITE ' t ' GRAB BAR F P-34 PAINT SHERWIN IMLLIAMS SW 6363 ___� GINGERY (METAL DOQR JAMBS & HARDWARE) 1 i - TOWEL ® \ LAVATORY I" RECESSED MOUNT - " ¢ % G � DISPENSER � FORMICA ;�85913-58 "RASPBERRY V{NAIGRET E" MATTE FINISH (WAINSCOT) 0 SANITARY NAPKIN \ r12 MAX. ! �v ;'--� 1 " � PL-21 PLASTIC LAMINATE DISPOSAL (WOMENS -- ro,F --�' I - f ! _._ 6 3_6 --- Z RESTROOM ONLY) \ - TOILET PAPER of —i r - - ST-21 FINISH SHERWIN WILLIAMS V84F82 OVER ST-23 I- ; B DISPENSER ,I ice`., a,) t° a " j a �o ST-23 STAIN SHERWIN WILLIAMS SW 3112-K AUTUMN MAPLE oxI�' _ ._� „ d; r I ! ;� TOILET 1 -3 M � TOILET EQUIPMENT SCHEDULE f ¢ 1 -7 \ co WC-23 WALL COVERING SURFACE MATERIALS LlBW21 FRENCH VANILLA SHEET I I cv' MIN. � ITEM DESCr?iPTION MANUFACTURER & MOUNTING HEIGHT REMARKS A GRAB BARS BOBRICK B-5806X42 36" MAX. A.F.F. NOTE C PEENED GRIP & POLISHED ENDS WC WALL COVERING RIGHTER GROUP DD300 COFFEE CUP ICON WALLPAPER 3,_0„ -j TOILET 1'-1" x 4'-6" x 6" DEEP DECORATIVE WALL ON SALES AREA L B TOILET PAPER DISPENSER BOBRICK 13288 24"-A.F.F. NOTE C SURFACE MOUNTED ___ WG_25 WALL COVERING RIGHTER GROUP 025429A DECORATIVE SWIRL BORDER - MAX 8-21 B-21 RECESSED TOILET CABINET, B-21 B-21 C COAT HOOK (HANDICAPPED BOBRICK B-671 48" A.F,F. DOOR MOUNTED POSITION BETWEEN WALL. MATCHES dD300 8c dd100 SALES AREA BELOW CEILING STUDS, MAX. PROJECTION D SOAP DISPENSER BOBRICK NOTE_A, C __ 4" INTO ROOM, 1 PER TOILET NOTE: E HAND DRYER OPTIONAL NOTE A�C _ SEE ELECTRICAL DRAWINGS F MIRROR BOBRICK 8-2165-2436 40" A.F.F. TO 80TTOM _ WC-26 WALL COVERING RIGHTER GROUP DDi00 WALL PANELS FOR SALES AREA FILEL D04051 G.C. TO SUPPLY SINKS WITH - O C - TO MATCH Dp300 7t^ TOILET ELEVATIONS TYP . PUSH-DOWN FAUCETS NOTE A: OPERATING CONTROLS OF' ALL HAND DRYERS, SOAP DISPENSERSAND MULTI PURPOSE UNITS TO BE 42" A.F.F. DATE: 04/06 j05 �� , NOTE B: G.C. TO FIELD VERIFY ALL SIZES. PROD. MGR. J.R. SCALE: 1/4 = 1 -G NOTE C: PROVIDE BLOCKING FOR ALL WALL MOUNTED FIXTURES AND ACCESSORIES. C.M. B. FLANNERY ENT,- V ' ASPHALT SHINGLES CUPOLA BY BROSCO, HYDE PARK __. i TRIANGULAR LOUVRE V OVER FELT PAPER C� TO MATCH PITCH OF ROOF, IL #29,,39, CU L TO F':T PITCH OF —� PAINTED FABULOUS GRAPE 5/8' PLY SHEATrIIN,G � �Cu-, PAINT PARIS WHITE' -CONTINUOUS RIDGE VENT FIBER CEMENT CLAPBOARDS & l`I TRIM I ) _ COMMERCIAL Al_UMIN.IM GUTTERS, TYP. _ _ - Christy s - ------ _ ----- ELEV. 10'- ." AFF LING HE.:HT ---- - -- ---- ND �-- COOLER CEI BEYO 00 =-.. LQ -4-- -- --- ttt it { LJ cNi I! — - --- I ' �- y- -- �! - - - - - ��•' i� ACV I � co ----- { ASPHALT SHINGLES i _.. _ --- ------ ---- - --_ CUPOLA BY BROSCO, HYDE PARK OVER FELT PAPER & ® _ _ _ 5/8" PLY SHEATHING #2969, CUT TO FIT PITCH OF ELEV. Q' G ----- — -'-- ___-_ROOF, PAINT PARIS WHITE --. FLOOR y FIN. FLOOf; i- CONTINUOUS RIDGE VENT " " '--I ALUMINUM DOWNSPOUT PR. 3-Q x7-0 ALUMINUM � 1 INSULATED GLASS ®---1 _IN NCRETE Lw & INSULATED GLASS DOORS \ WINDOWS, PROVIDE ALUMINUM :SIDEWALK --- — --- — —-— - & TRANSOM, BY G.C. \ WINDOW GRILLES IN UPPER -- —_, -- - WINDOWS, TYP. T ELEVATION — CLEAR-ANODIZED _ -- - -- 1x8 & 1x3 RAKE EACH SCALE: 1/4"=1'-0" ALUMINUM STOREFRONT 12 -- -- -- --- --- _ --- SIDE, PAINT-ED COMMERCIAL ALUMINUM - - - - -- GUTTERS, TYP. - - - -- _-- - I COOLER ----- --- - — ---- BEYOND �� —'-- ---- Chris �I I EXISTING INTERNALLY ILLUMINATED �! PYLON SIGN TO REMAIN. TO CHANGE SIGN FACE TO G.C.SHOW CURRENT REPRESENTATION - AS SHOWN. REPAINT PYLON PLUM. __ - --- - ❑ Ln--- 1 � - -- -- - --- _____ MATCH TRIM COLOR --� LLJ (n MATCH SIDING COLOR PYLON SIGN ELEVATInNv REAR ELEVATION SCALE: 1/4" = -off SCALE: Z SCALE: 1/4"=1'-0" z ASPHALT SHINGLES ----_______—`� �� - -CUPOLA BY BROSCO, HYDE PARK CUPOLA BY BROSCO, HYDE PARK --_ - _: ASPHALT SHINGLES FELT PAPER & ' 2969, CUT TO FIT PITCH OF #2969, CUT TO FIT PITCH OF� OVER FELT PAPER/ ROOF, PAINT PARIS WHITE �� 5 8" PLY SHEATHING �— i ROOF, PAINT PARIS WHITE \ 5/8" PLY SHEATHING �- -- CONTINUOUS RIDGE VENT CONTINUOUS RIDGE VENT 12 - - - ---- --- - 6.5 I COMMERCIAL ALUMINUM GUTTERS, TYP. LLJ ._. t-- - - --- - _ .-. COMMERCIAL ALUMINUM ' GUTTERS, TYP. � S ----- - - _ — - - - - _ - - ' ' p --- _ - - --- -- :: - -- ---- - _ � � .mom � Lo N - - _ -- _. ---- -------- _ ,. - f - SHEET - - -- -- _ - [[ f - i i _ BOARD ON BOARD PVC FENCE, PAINT FABULOUS GRAPE. G.C. TO COORDINATE W/ FENCE COMPANY FOR ANCHORS & DRAINAGE FILE#: D04051 FREEZER/ COOLER BEHIND FENCE DATE: 04 O6/O5 LEFT ELEVATION RIGHT ELEVATION PROD. MGR. J.R. SCALE: 1/4"=1'-0" SCALE: 1/4"=1'-0" C.M. B. FLANNERY o no DRIVE- OFFICE PREP AREA UTILITY ; T01 LET 0 � H THRU TR. , ABOVE, M.S. ,' OIk I 1 CLOCK n M \w ( O.T. 2'-0" X 4- " 220C 3 ;ABOVE j ELECTRIC PANELS I I ❑I m v 18 TABLE i 1 n FILLEROf Nz � Ki V' ``e ^ �_ L ' ' {� j��J�y{ el`µ^//yV{ _ I I M�a�Y o t0 Y cp ono o .! 425 i � < II o o N Lo N i I I7 DOOR WALK-�IN n �N n o o o I ►' ' COOLER I X Z I COOLER XN ®® o I i (8'x20') CEILING HEIGHTSmin Ii r o ci7li 2 0 I I ROOM NAME HEIGHTS co 0 � � K1 N N I SALES AREAS 10'-0' ® N I I SERVING AREA � "�� REACHIN I I DRIVE-THRU 9'-6 II I ( 9'-6 I� n 0 51 u 2 FREEZER { i PREP AREA " I'" w !I 420B 4 COOLER I f TOILET 8'-0" 0 NJLJ UTILITY i i OFFICE 8'-0" W 7Q i i �3ACK BAR SOFt ITS 6'-10" 107 O I DISPLAY CASE SOFFIT 6'-10" i+ 1Zl © r I I I t C14 o c� o (j 1. POS TERMINAL INFORMATION: QO o t-- - 110V AC DUPLEX OUTLETS U U IZ 2. RECEIPT PRINTER INFORMATION: - 110V AC DUPLEX OUTLETS m a CO r \. J 680 - WIRED DIRECTLY TO TERMINALS SHARED WITH 'TERMINAL OUTLETS 00 m ap ® ® 3. REMOTE PRINTER INFORMATION: µ .• -- . � 1 - 110V AC DUPLEX OUTLETS ��----------- - WIRED TO TERMINALS VIA RJ-45 f' K1 a� e 4. VDU BOX IN}NFORMATiONFRONT CABLE CHASE ' w tr - 11OV AC DUPLEX OUTLETS m o �� MOUNTING: WALL, CEILING, OR. r� F a PEDESTAL � s ` 5. OFFICE AREA INFORMATION: h j \ -- 1 MODEM LINE REQUIRED FORr� �� - 110V AC 4UADPLEX OUTLETS co SUPPORT '4 In » o o m 2ND MODEM LINE OPTIONAL FOR 0o m� r' ? ! \� CREDIT CARD PROCESSING �� . � 6. NETWORK HUB INFORMATION: - 110V AC DUPLEX OUTLETS I z _ ? !/ t - LOCATED !N FRONT COUNTER u u' CABLE CHASE W CONNECTS TO TERMINALS, VDU's, 0 IBACK OFFICE II i i i ` - ORDER IN ORMAOTION ROUTED TO Q S E R �'INC -- SALES I `__ C— STORE 0 HUB, THEN Td VDU'S do OFFICE V) SALES AR " ® mom ARE A AREA I I I z Lli ______ -- I POS NOTE; `� o 5 �__------_-_--_--_---®-_ -------------®---_---_---_--- GENERAL CONTRACTOR TO PROVIDE FOR) P.O.S. SYSTEM AS SHORAN ON ELECTRICAL ui � Lo _--- - DRAWINGS OR, AT MINIMUM THE FOLLOWING CONDUITS: - A) 2 1/2- I.D. FROM 4x4x3 JUNCTION BOX LOCATED BEHIND OFFICE DESK UP THE WALL TO U � ABOVE CEILING. uj Q B) 2 1/2" I.D. CONDUIT WITH 2'-0" SWEEPS AT ENDS FROM A HUB LOCATED IN THE 0 Z EQUIPMENT PLAN FRONT LINE CHASE UNDER SLAB TO THE BACK WALL TERMINATE ABOVE CEILING. - C) 1" I.D. CONDUIT FROM BEHIND THE DRIVE THRU CASH STATION UP THE WALL TO ABOVE O CEILING. z SCALE: 1/4" = 1'-O" D) 2"x4" ELECTRICAL BOX 6'-0" A.F.F. WITH 1" CONDUIT IN WALL TO ABOVE CEILING. CENTER 32"x32"x3/4' PLYWOOD WALL BLOCKING. IN WALL FOR VDU UNIT. THE MAXIMUM CONNECTION LENGTH BETWEEN A VDU AND ITS DEDICATED CPU IN THE FRONT LINE CHASE IS 75'-0". THE CONNECTION THEN GOES TO THE OFFICE. G.C. TO PROVIDE ONE ISDN TELEPHONE JACK IN THE OFFICE. NOTIFY DUNKIN' DONUTS IF ISDN SERVICE IS NOT REGIONALLY AVAILABLE. W WALL FINISH MATERIAL SCHEDULE p CODE MATERIAL MANUFACTURER PRODUCT NO. DESCRIPTION 0 Lij PROVIDE DUPLEX RECEPTACLE IN — -- CENTER VC MENU BOARD B-21 TILE COVE BASE KEOPE SERIES: JAPURA 6"X12" UNPOLISHED (DARK) N 8-22 TILE COVE BASE METROPOLITAN 507 507 USE WITH T 22 TILES PURITAN GRAY SOFFIT FOR VALUE COMBO BOARD ON CASH STATIONS SERIFS: JAPURA 6" x 12" UNPOLISHED DARK Z B-23 TILE STRAIGHT BASE KEOPE _ _.__ ST-21 27 1/2" 27 1/2" 4.'-9" 27 1/2y 27 1/2" VDU ON THIS WALL: VDU ON THIS WALL. USE C� KICKPLATE o Q r_..._..____.....� VERIFY LOCATION VERIFY LOCATION ST-23 ,�, R, FRP-22 FIBERGLASS MAR;LITE P-100 WHITE ;REP AREA, OFFICE & UTILITY U � 12" 12" 12" I12 i WC-23 WITH OWNER. �P-23 WITH UNDER. _ FRP-23 POLYESTER PANELS MARLITE P-118 ALMOND SERVICE AREA, o REINFORCED _ -- _j RESTR00M5 �_ _ NOTE IF FRIALATORS OVENS, USE CLASS "A" MATERIAL. _ Q �. MB i MB VC i MB i MB ---- __ L_ J _ J A25m L_. __J I....... ._.__...I A6 P-29 PAINT SHERWIN WILLIAMS SW 1087 WINDRIFT BEIGE (ALT. WALLS -. - - FRP-23 ' " " S.S. A6 M13 M14 M17 to P--30 PAINT SHERWIN WILLIAMS SW 7006 EXTRA WHITE(METAL DOOR JAMBS & HARDWARE) Q a---> 6 LAP 6 I_ P IF DAIRY_ � . .... , �� � 100 I P-34 PAINT SHERWIN WILLI�rAS SW 6363 b� FRP-23 FRP- 3 I.C.B. ESPRESSO COOLATTA rSOFT�IA2Q a - r - -i T-_-IA1O �--i I.C. DISP. r--� ��_ r-r--lHEF.TIr-i SERVERS I : �' IMfCRC31 I t i 'MICRO 'TE FINISH (WAINSCOT} I I r----- --- -1 i I � _• �..__ �..-.��� PL-21 PLASTIC LAMINATE FORMiGA #i3.a913-5i3 "ROYAL PLUM" MAi I r-i r-i I 1 I I BRE:Y+�t (DUAL SINGLE - o o "I i MAIN POS GR �� I I I I I I I I I I a II it I A18 `� 1 _6.�_"- --'-- FORMICA 1150-43 "VOSGES PEAR" MATTE FINISH (HALF WALL) ------- M21 I nc� � I I 4 II Mi81i IT-- r-i A38 A10 Al SINK I WARMER( �► PL-28 PLASTIC LAMINATE SINK I I�®I i i I 1 I i 11 I I A18 I >� i ® _. _..__ I -1 OMIT WALL COVERING (-1_�J T_L—La_ L r_L__1__ I �__ L-rx�-t1i— __ tL - �__ ____ :-� ___ -- �+_- — ! I I .L.J-t_L 7__�„ L.-_.. I -i(__-..- _l-I--•.co.��-� a-..,fir_..- -.jT- - I -- BEHIND CASE TO LINE I I t r - - r'-DELFIELD�' r----y F~�S.S. SOFT IIDELFIELD115ELFIELDI I II ST-21 FINISH SHERWIN WILLIAMS V84> 82 OVER ST-23 c II A2$- II6'_, �I A30 A19 A21 A23 '--" ICE I UCR I I I I i SUGAR HEAT II UCR ill UCR I I IIL ,III , UI ST-23 STAIN SHERWIN WILLIAMS SW .112-Y AUTUMN MAPLE m I -�I CADRY i I i A26 ! I M39 M40 I h A24 lil A22 I I III �;no I _'cv I ► GRNDR ,. Ir--V'rl P-30 ®io I I t i t� �i t II III ! L-__.IL_�_ ;��N :mot IIL.-_ WC-23 WALL COVERING SURFACE MATERIALS L1BY�21 FRENCH VANILLA W 3'-0" SLICER ? SLICER WC-24 WALL COVERING RIGHTER GROUP DD300 COFFEE CUP ICON WALLPAPER B-22 3.-8" 8'-6" D T. COFFEE DECORATIVE WALL ON SALES AREA LINE OF CASEWORK BEV. CTR. D.T. P.O.S. -PRINTER - OMIT TILE BASE BEHIND DISPLAY CASE STATION STATION I TOASTER WC-25 WALL COVERING RIGHTER GROUP 025429A DECORATIVE SWIRL BORDER - SHEET MATCHES DD300 DD100 SALES AREA BELOW CEILING rT� BACK BAR ELEVATI ON- 2 WC-26 WALL COVERING RIGHTER GROUP DD100 WALL PANELS FOR SALES AREA " i/ TO MATCH DD300 K 1 SCALE: 1`/4 = 1 -Q r\ FILE#: D 04051 DATE: 04/06/05 PROJ. MGR. J.R. C.M. B. FLANNERY C) CG' U Z g Fri o F Y �J Y U m � t 1 o 0 0 0 0 � a 4 y. z a s v� I I I Z Z Z Z Z n- W W Q Q j (n > 1- O I t 4 w 3Ld LA 1 Q Q Q Q d W W L] _j 0 U) w W [ I I ( z Q 00 00 Q i I La z V) F- h F- h F- W W W 4 (!? Cn U7 f` � [ I ii Z Cn W (n V)[ rV) 2 W V) Z z <t Q I l ; o w �, LZ m I z f Z Z Z Z[z w J W (n U x S I # O O O m o Li Li m z <[ U U !i ! i 1 O O O O O O Li Li Lv � - Z Z Q#Q LLJ t U) Cw.) � -� ? 4 (t) 00 CL a Ci 13: GL <L <t Li w i �' O {� (9 � W O O to t O �Y \ 5 5 5 s 3 (3 6 z - - v U . u - I: I c n.I z LL- C) c� Un �3 `� ~} CJ C? t'1 Cl CT N N z N cC L Li N N O V ~ N !! w w w w w U �t �r _ <- !1 [ ' Ct _a c� > w o o a s o o w w W I I 3�. t^ Lti! o Q - U. I w w w w w w m m ® ® C) 0 I' w � � c) o o � ' gi � i f i I � w a"� � � o D n n = o o � <O w �¢ B -1 CL a a a [L w w Q ¢ Q <C j > I [ w U i :. O M w U (l Q 0- W (n O U S J J W I- ! f J _.J L� Vi a w T Q w U) IL J fl- U) V3 (n U) V) U U ❑ = U U () a a W m p d� M I V U f Y[ V) !n p- Z Z U) O Q Q Q ¢ Q W W J J q Q 4 W w n W fl ih M Q L { ` ' 4--- D p J O U U O O a- ❑ h . Q U IJ v) a s U a n w h F- U p Q U N F-. r- c� F J pr w w w z y w- > w B ev (L I a I >v x > w a a ¢ W W w F-J Lyj J J J J J pw.. °� °� C!r a Q U M W W`w [ Ll- !J (O"J La t� U V CJ.) W z � O V3 z <�Q� Q { (:E�E J CL a s n. a U U ca J w w U!v ' I a cL > > z z O z n Q �U z i �, z u W C.) U o LL_ U_ Q a x ## , � Q x to to (n U) (n W w O O (n ¢ d W << n F- x x I w o z J i W �- 0 Z C.0 Q t- Q d i LsJ d Z w d M 7 w W w (n j 11 \ CL W W U U F X x LL' n v T J z W X W W U W W a Q3 i t p p fnO ��� W [ { W tC L>: !Y a' W W d W w W CK w C? [ W W wJ J to (n ❑ F LLJ J Q O O W W U) V7 U7 LC tr ❑ [ I Z U O w LU �`� �`� �i1 3\ 3 C) O O O n O r w U U o. Q- ( f rr w W � D s I v' �J F-- W w U m (n (n '�, U U v n O L-` ! I '� N n U m 00 LY ¢ d <r d d (n u) V) U_ U I c) w >� -+ w w w tr Q z C� ?r s 3 v V o o U U o a U U N m LC C� (a o j ( I W =, --L J L_ '�. a E m Q w w o o W a a w �) o < p to t>% o a a a o 0 0 ❑ ( l O a a N N a a r Q [C a n V) h (n r li U �$ p (n u) O to U) N N N N Z J F F a Z n tt} 45 �3 �u �f Jt w w w (w� W GN tan 0 � 'x i ` cn w I { ¢ J o M U7 (n I I 1Q (n M O C4 (n W r— ' ! V J ❑ a I I (n in i ►- a to L() <- 03 N N ._! .J Z - U f b d d v C) I i i LL ti \ I I a s > = a co I I I I ; �t U a a ,n rn t0i_ t0i_ LOi 'n cn n + g a J J J J J J Lt Lc J J 10 w w p LUL_ O t() In = = m Y LA- _j J [4 rd) to I tf1 [ U) m r "2 3 z III Q W w W W W Q Q Q Cn LL] N N Q Q V) U) U V) 4 4 <L 4 I Q [ [ w fY �� U w p Cl w t� a I W W W W a . [ J J J J J W W L Z Z W Z W (n w C3 O O W Ll. w O W W w W w W W W O W O E W J J J J W W w W W Q d r W N W W U U <� = U o� w w W w l L l - �U7 L Z J U) O W N Li N Z Z r U) U) U) Z Z Z Li U O U Z Z Z d d d ¢ ¢ V) U) Z z z U U J 0 .. Z Z Lil LLJ U U UJ F- Z z Z Z i Z I l g XQF�-<t m o • o a e e o e e • s o � ' I o o w I - _- - �- ---�- g g a O W -_ f� ❑ > l i W acis & fl > Z lf? � r r ❑�W ❑ S r M M r _ - ��.._ � _ .�i-____�. - �Lwi. _.L>iUi.J O W J a o! �✓ M r M M Z(]_ Q WCL CL c r pg� a .- r — e— r r r' r � r • i0 r C� O O O O O CYi CTi (0 h O O (D M C)) O) !() a e j p- e- e- r .- r ; to 110 N � � t0 t0 � e}' tfU QOj' CMO• tnP •�" ``� t�l N N N i\1 (V CV C\ I r N d r N r r N CA <- r M C33 L(� r W� p O O O O O O 00 m 00 0 r I # ! r x e e M o d �F $ M M O O N d N O O O O N to 1 f w J N N N N N N N N N O 0 0 0 0 \ O 0 0 I N M N N F d is O> N N N N N N NO N OO \ \ \ \ N N N N N UJ N N N 3 # I O 0 0 0 0 0 0 0 Ln M N N O N O O N N N N O O N <- r N N N N N N N N N r N 00 OD O O O O + y 3 N r r r N N <— N # t i C 4� .mom f 1 ,w.d }- .� M M M M M -�--- • s I E t t ❑ bra � ,;�; I U_ i - N ` I z 3 rr ,�, ,�, - \ ¢ <C to to N .- M �� w a N O s s - s r s s s - s - - r r s r �• ! �i' � � # N N N N N N oD � ao CV N N N d• � N N N N �t - � f + # \ \ \ \ \ \ r •— r r M r M r r r r r r r r r r r M M r r e— Q w z Q p� Z M rr tr w t- CC) U7 1 d d CO (U O d d CC) i\ d d \ n d Cn m 1 M �} Q ❑ � \ ! [ LLJz z r d ! m z a O I J J O X ¢ 0- << CO Ow X X n x III w 0LO m F W a n = M I w CV N CC w \ w W W I C9 Q U) CC - t I (.` a N N \ O O C li t]I x t d t� \ Z Z Z m Z W Q O W O 0 = Q O I [ p dr' Q. ¢ I IN t) M J J J O U) O O W I-- '.. 77 1 5p _ — ❑ 0 n n 0 IX ❑ ❑ O _ � t() � I I N r Z Z Z I X Z y � _ U) I Z (•a ❑ O O a' x N Z Z Z J J t+) 6.se C] ( ( s I s s Ln ❑ O) 0 0 U U C9 0 U (7 I ❑ ❑ 00 1N, <Z Ln I N N Z O O O Q Q M W I a N c0 00 t0 00 r'•) N J m (0 10 M �t Ll `` t7 N I O z x CL U_ E \ to rl J U J W C] O O M d M M M M M O O d a M M M e} W N n ❑ 00 Z Z Z Z u s C) o� t0 d- G 0) to d Z 1 � � - N � rn u) O M 1 � U U Q u) � Q 1� tL a � � � I � I 00 O O O N O O Z Z Z Z Z z z Z X Z Z Z z ty La M CV O O O fl f F� N cp �t M N <r M I O O f N N <C J dt z Z Z Z Z Z Z Z Z Z Z Z Z Z z m O O () r r 0 0 Q Q d Q X x x x 0 0 0 V) d d d d X X X d d N ¢ Q -� N N N N <C Q `= 4 Rj t mot- d- d �- -1- _.J 0 U) `t < L' Ln L 1 ( N T U = T I to t\ J t0 r t0 r a \ - - s s to f I I x \ w (� Q Q d 4 Q Q d 4 Q d 4 Q <C Q d i 3 'S O O O O O O O O Q J J J ! J J J J ! J J J J J J a a U (0 J J J J J J J J J J J J O �+ ❑ ❑ I I V7 Cr a LL LL O tC) N N[N N N N N N (l Z d- '} O q > ^� r' o o M M N O Fm m m 0 O N O M < 0 0 ❑ - U) _ O O O U a a a a 3 `y y LL a ❑ Ct a \ O C, U ❑ U7 U) Ly m X x X x O r*) t# O ( W W -t 1 O O O r 0 1- rn co O [) ei r O M f f s q LF? 0 0 O O N m m m W Z S a CL a CL a a a a a W a a a a a ( w s r ^ s (ri eri O a O O C7 O a a a a 3 �} 3 - O I '`) i '� cD to n �f N CA (0 M co co M Cn r- O O CL r- U) _ o w a t0 a r r. N w c0 p o to Ln o 0 0 I cc> i` Lr N r c. a 1 I { I I F- CY a Z [L C� CL' CL' CL' LL' LL CL' C� C� Cr Cr [� CC Cn I I I I I OCI M «) O r 00 N N N O O Cr tt_ LC LL' r r 11? to (� t0 Lr a' 0:' Ir r N ( CY n GC to O N m m m M M J J J J CG C I U CK CC Cx tr [r CL' t>' n LC aa a` CL N d <i i() co to if1 00 ❑ ❑ n W w W W W W w w W w w w w w w in > d t0 i0 P� if) N N Q Q 0 0) N N N M M dM Qw d tMp tM0 M tM t+j tMr) M d Q L)w d r 0�0 0 a Q U dw U Q I m rn C Q O p N N Q ro i" m a a. a 0. U Q d Q Q 4 g 1 L1W Y > dM N Fr S d (�!) fan O D U Q U (�!? ((! IIW 0� Ll cocOp Ca N W O a CL a a 0- a s a a a a CL CL a s r O w ! I U v o o v v v v O O c) d [ F F Z Z F F i^- F F F F U w w 0 0 0 F F W U d d <[ ¢ Q Q d ¢ d ¢ ¢ ~ h Q J 0 U) W p _ W Z X O t- W`p U O O O <Z Z 2 U U z Z Z V) O J U G ❑ W W ! i I , d 1 U [C Ll! Gt! CC m m tJ. w ❑ o O n ¢ 4 Q Q O O P _ x x F ¢ Q a W I a Q d O O Q ¢ <C a p ¢ d ¢ ¢ ¢ z L! tr a CC o O a Cl O O O O LY O O O J g Q J z J .� r F 1= f r 4 N [� ¢ C? O O O O O O O w I a I ,,, <c w a w w w Q Q ¢ 4 ¢ �` o 0 0 0 o 0 0 0 o a o O C7 C? J U p T S �`' ° F `' �`' �`' �`' �`' z ❑ O h d > m m m 2 a- F- F- F-' F- Rio Li m � � 1 1 � X I I I i I I I w O O O o 0 0 0 o O O o o w w z F- (n F- w i� (n m r U x , z = 3 (n (n (n (n U) v) U7 oh thJ O OO O i 0 rhJ 4 oh d 0 O O O O O Z z p p O Z Z Z Z 0 0 0 0 0 0 0 0 0 O O Z z z !-- h !- F- ►- h h F- h h Z F- !- m z w U U h F- F- F- +- h F- o Ge (� tr rr i - a rx J x x x x x Z Z v) 3 = a g [� F- F 1-- h 1- J J Li Z Z U7 Cif V) a53 U7 U) V) U) }< F F- F- F- F- E- F- w�1 z_ g V) U) (n U) U) (n U) U) V) to U) U) U) o U) S (n U) U) V) U) V) Z Z 5-' Z Z Z Z Y- } U7 to (!? V) fn U) w 0 z Z Z J U) U) V) U) U) to Ul U) 0 U) Z U) U) M z J -F Q J J w W > > O Z LtJ W w W LLJ W w W O W W 0 0 V W ~ w w d > W ❑ Q d ¢ m ¢ o W O O > W �1 ❑ LL '� O d ¢ Q d - - > r w) w ❑ O -� Q C? O O g ® a e 4 ❑ O ❑ Q O O O Q O D D ❑ ❑ U O ❑ O O O Q O U U Q ❑ O O O d Q Q O ❑ O O O O O > > O Q W O ❑ = Q = = O O Q O ❑ ❑ O Q Q w O ( 2 « w w .-. U m g g T Gl LL CO CA m W Z �r m m m Ct] Cf] > z a' U Z e_ W J! U Z 3 '� r U U U GJ ,U U C? U ! CL a Ll .�.J U U U U U V U V U U V V U U U U) U U U U U U m m d Q H m m m m h h 1- U U U U 0 0 0 U m m m Q U U U U U U U U U U m U U U m ❑ T LL (n CL ❑ ❑ GCS I+ I� ct) V U U U '� J �� p`� .-. t37 La 4a1e. Wes' i [ F ¢ [ X x [ i to n L.LJ z m < o o �' a U o z m Z W W F I ! 0 N N Q m m W e LLIJ n > ! �') Q Lli [ L` W Z J z j Z W Z -� O U) I \ O ~ 0 p f cn U Z n �f / . i . .. .-� w` I o J h J t- p (� Z J Y Lei. WS Q '- p w ?' } ?' W C3 Z LJ W W 'W W W w r. W ❑I Y Z `1 Z I i U O J h U J 0 U a < J J J .¢J d w U 1 z (_'� n n ❑ Q o n w p w w w w w W U p U o d Y Z d l z z ! L(} a' < -' O- Q § z z Z z z Z w d o: Q m a a l'' Y z U o w m a o o La- w I < M U7 � a a a a � a < z z `2 � O w w m U_ m U_ Z U O > > > d Q_ F F J U7 Ui I �_ CL' U) V) U) U) U} > V, 'P Q > CCl J m U CL' CC L1^ Q W # U I I W C] La ❑ ❑ 'w3` vi W C'1 N d Lc4 h F- 1- F- F- F- -L .✓ > d m Li = I I d Q Z I Li CC v U) N U_ L'i nF U7 U W Z .Ni N L� Z Z Z Z Z Z '2 U ( ( I I W W F- ❑ d s J w - I w X z n d w CL_ d W LL C1: a Ce LL z z = x } Z 3 W CL' CC d Y F- (n J Z Y -a LL' U v w W w -7�, O o 0 o O 0 (l W 0 c) 0 0 0 0 o w w J O i W IN U J �_ w ►- W :c o m o — w w w w w 1 I O z Z D U' L� �'� V) U) U) U) v) (n w cn I z ce Cr [e z n in w W > z z z z m m w Z w II i,1 I > O O m X Y ,� n Z x N _ o w C> (n Q z O O O O O t- ca n o z J d d d Q d Q U) Q _ _ p z L, L_ LL_ U_ La_ U_ J m O O O O w W S o O ❑ > > > w p p O ( ! U I I Y I= , > J J J J w a J_j -i U U () U U U W W W ( t F F F F ` < O L- Li. La. L- .i. W Cr CL' O Z Z F=- F � CC O � U7 U) Y w N J n n CC U) w J ¢ U U p (� z Z O W W W d ❑ O O = Q Q W F O U7 F- F F- !- Mom- t� {�- 1�- ~ J CC n \ li Q Z U V U F[ N U U} X 0 x 0 Y J 4 d w Li to F- t I I I I 1 J d ¢ ¢ ¢ L, La 1" ~ d `'' CC F F (? 1" I- w U h (n u) U) (n U r- h h !- w w O � n ❑ n cn (n Lt_ w �- h z z d ¢ d ¢ z#Z z z z z (pi w (A m \ \ V w t� O (? < « < « < w r r ¢ ¢ s Q C(a z w w a_ ❑ ❑ ❑ n n v a v < o r ¢ o s I h z z z z z z z z N U z N (n (n v) o o U) W Z (- F- O w � U) o o 3z \ F- I > Y o a Z z Z Z z « W y O J <r J w (n o 0 0 0 0 o Q ¢ w o 0 o d Q Q I I I f v) (n U U U o F o 0 0 o z w > h z (n ra i O U Q_ d �' O z z n > > > > z ° � ° ° w U (l CL CL a CL J a - _ _ J h h U U CU (9 C> C7 0 I Z z Q Q } F- p w J { F- I Y O o Z CC Z d <L w Y U Q X U? 0 O F F F F F F x F LC J W , Q Q CC LL' [C CC (y W F- fl U C9 U C9 (9 fl U Z w Z > J O U w Y Y Y <C U7 J fl fl 0 0 C) !a m m ¢ J Q I— U) V) V) U) (n a U) -F us U) m m CC O Q W �, O Q n r h t W CL a CL (L O n Q Z U) i0 i0 �) O ¢ Q d ¢ ¢ ¢ W z z z Z -1 J p C9 d 0 ¢ ¢ ¢ ¢ c9 U in to n (n x +- F- U U U U z fl <t z z z z z z z z W �_ °- (n ¢ cr ¢ t>' c) U U h CL LU 1- (n cry _ J 0 OCL n m o n a o 0 0 o M cQ as Fn u5 h F- F- ►- r ►- ❑ o o __ GC [C U U LL W w w G9 O —'S W z z Z Z U) to C9 p d w W Y U Q d w W C C7 CL Z O O 1L Z I- F- F- F- � w ►- j < S Z C'f �n �� > > w F- N V) cn N U F `= Q o +- C w > > > > > > > r g x cfl CC m i Q w H 4 W w W W w pp« p« > 1= w (n U) to N v7 (!) (n W_ .✓ Z Z Z Z Z w W w W C� U) O AS S' W W w z W w Y Y Z w J {- = w H V Q L1_ a' U z G] h > Z G U U O O a w J w (�? ui ui vi vi w w w w X w w { _ X Z > > tr a T T I p W W w w w w a a W a a a o a a w of O U o w w w W E i w w (ri , °° v) �. z -L c� d x W z M - = m > m Z o z cn z �, o o m Q U 2 Z Z Z Z C7 W U 0 0 C? O (� n a cw> U U U U U (n U U U O U (� N W Z O N O F' w Lr tL h w 4 Q T T T Z z T �C = J C3 J _ �, W L� [� U Z Z n w F- m () w # ® to w h fy- LL' tL' U) (n C� W J J m m LIJ m LC W U U U U w w m > m m 0 0 0 0 U a Q yy W Z w �y Z W (n U) d w <C d a N � Z O Q O p O Q U d UI W w Z z m d ¢ ¢ J W W O > 5 > > m m 0 LL U) Z J O U) (n U) U) (n V) (n M n- U) Q O t W U L� Ci Li +- oC CY ? > > W Y U U ~ O 1 F 0 >- >- >- >-I> C] w '!>'o o o f Z n n a r, ❑ m d m cl- Ct a a: Ci w 5 > 5 5 S > (n U) z w w �s W Cr J = z w w w w x s w (-' U) Z w U) w <[ > d ¢ a tL z z z CC O O [C [C [� 1Y [C w LL a w w p 0 M Li_ v7 U7 C] Z J Z O F C3= [C LC [r w w w w w Y ¢ O O Q p 1- 1- L.. LL Lt_ Lt- L, U) > LJiJ - " _ U S Z d0 U o d I O O CC O O O f7C m z U a f� Z m m m m@ z < <m < <m W m W w w W W w F- h w Q w w w w w w w w w a h h U7 (n J J J J tl (r W v et a o0 oa o0 c0 0 _ O O W p p `1 O U m F F U m <C m d W z .. O 3 W W W W w W H h LL V) U) LL' CL' z z Q Q d Q O O O > Q Z O W F 1.-. U) U) U) U) Z Q U {- a. Q a+ a Q Q LL' Q Q z F- U }. \ w w W W#W F- i V c> U) U) U) C� U) U) d < V p m m (> LaJ W W J J J J p T LL Li_ 4 Li. Lt_ Lr, > w 1- U d C7 U) (/) 4 ¢ w w w w Q \ w z U N N (J N .- r r U <- Z w w Ia w w Lt~1 F- w Z Z z z z z Z o L� CC h t- ►- h W w ¢ Ui a Lr Q w lY Q w w w w w U? w o w o w CL Y Y Y Y Y W X J _j J J _! .J U) W w La U N h h F- Z Z Z O O O O (0 V V7 h w w w w w w O W rL ❑ U7 (/) � Z > > Li tL Z g s z 3 ¢ Z [ w Q ( ¢ F- W a 'r a (n $ Lt,,,{1 w W W J 6 o _ _ U) w W W d W.1 ❑ >- > La. iL LL iL Li W z m w m w Z Co -� -1 to W W W w W w S S W W U > > > > S S O O U O O Q Z J J Y Y V) U7 U7 U7 I a O x x x x x x x X w x Uj J > N Z h m -� - 0 0 {/) (� U tr f wi w Cn U) N U) V) U) Y V7 CY_ Q Q d Q Q _I .I J tL' 0 V) W W W W W p o U U p i J Z w Y J w p d F F a m F- F- �> ?r U Q m m m Q Q: U_ U_ U_ w (_ W s✓w r F_ >z U F_ F- W W W W W W w p W W w t�J w _ . C4 m m t p m m < CC) Z Z O Li d O O U 4 LW► i e LWi IWi t�i L� I i lhi C¢0 > tWr- tWi Q Z O O O O D U U = T g = U_ t~,_ ¢ 0 w a 6 LA- U_ LWi t- U U ❑ U U U a z CW' (W, W L'� > > > Q LJi I `L o co io et CJ co eh co .0. J p x p - Z d ❑ C� n <t O O x O o �)Z z _ ¢ U) 0 0 0 0 0 0 0 0 d J O O > > O O O O Q Q ¢ U (a U 0 0 > Z a > ~ O O O O O w W w w W w (n < ¢ ¢ U d N n 4 0 U J O J C1 C1 C� O w d ty L4 O Q O > > Z Z C� O d O S d Q d t0 O d m N N m N ft 0 0 a _ U LL tx_ ❑ U w W W � w W m r r U � � ¢ d ti ti <C a (n Z (n U h H F- (n U U U U U [> m x> .t a> a x h O O � M M N r N r CK} W m mLa- Lt. x W m W U U U U U U U) U) ❑ U) !L U U 4 n U U V U m m m S T T S U) N ❑ > O U n LL V U U U U U U U U U ❑ g m m M i4 CL5 m w W co d�t� N tp r7 N M r a d d a Q d a a a ¢ d d d a d d d d Q Q ¢ Q d [ � � � � : � � � � �. � � � � � � � � � � � � � � � � � � ti � � ti � � Q Wades SHEET d� ` \ I-, I-, \ ``. \ \ \ \ \ \ \ ` \ ~ \ \ \ \ \ \ \ \ \ \ \ <- Z .- .- Z .- N N .- N N r N <- Z ri Z .- Z Z Z Z N t Z Z Z Z Z .- t 1 z z z Z Z Z Z Z Z z z z Z Z Z Z Z Z Z Z Z Z CJ Z Z Z Z Z Z Z Z Z Z Z Z '� Z '�- Z Z tC LY w Z Z r Z Z Z z c Z Z Z Z r Z r Z r z Z r M M r N Z N r r Z Z Z z Z Z Z Z Z z r M Z Z Z r z Z Z _ _ wWOO< Q r r r r r I O O N N M d (0 N mN N O M 0 In OeC (O t` O0 O Ln O - M d' Ln W 00 O M d" LnOWC? UQN M . 4 d U ❑ W LL d C'1 Q Q ❑ � O CO 1 O r d CW7 O G N N M $ (() co C3 O g N d O O U o r (`Lr < `- N M d LL7 r r •- r <- O r N lf) M m h O O r r 0 0 00 0 0 0 0 N M O O O C>1fl O Q fl M M M M M M M M to 0 0 O O N N N N t N LNI) N O00 0 0 N N N N N N M M M M �l d t() 0 to U (0 C0 t0 (0 O r N M If) O tS> h 0 P` i\ h m O O OCFIQ O O O O G O O G r- N M of tC) m w r 0 0 0 0 Q O O O O O O O O O N N N N N N N N d d t0 n OO OD 00 O Z N t�C� O CA O� ¢s O� ts� O) Cf� r r r r r .- r r r r r r r r r r rN N N d N N N N N N N N N N N N N N N N d <t �i- [ d d d r} d et «3' d d d Fn to t(} to U) to m M Fn M m m to m In m !n In tt) Fn Fn Fn In to t0 (0 to t0 (0 t0 W O O c0 co tD OD FILE#: D04051 DATE: 04 06/05 PROD. MGR. J.R. C.M. B. FLANNERY ® ® ' 1 O; OFFICE-i ;- PREP AREA �-UTILITY - TOILET DRIVE— - ,� ,i THRU 1 A13 A17 WP SEE P.O.S. !} (�G Al NOTE v 0, M31 AC O o ' Sd 1 I Sc'g A11 SI . 't ;5pb �1 d 1 1 c SEEP O.S. _-, M3 ACz_ .____ 17 A1'1 z A11 I I NOTE C" Q ® - .� V g K i a Al-P ( I - - o X g ' Al I Al7 ! NU"(E: _ ".T ' tCONTRACTOR TO CONSU!_T WITH BOTH OWNERS FOR FINAL ELECTRICAL REQUIREMENTS. i A1700 (.. .f�I AL Lu II ®- CELL NG JUNCTION 0 � ! i rrsi ! ¢ BOX FOR TOILET ` J a I ! ¢ 1 __-- EXH UST FAN. ! 1 i GENERAL NOTES 10 ; o _t cL S f Al 1 ¢ S e A11 r 1 I .! ^� _. r- I1 � SEE P.Q.S. j•- - ! I ¢ 1. FURNISH LABOR, MAIT RIALS, EQUIPMENT AND SERVICES NECESSARY FOR THE PROPER NOTE "D" d ¢ EQ. EQ. g _ Al EQ. t- EQ. a r Al-P . I j7 DOOR �( ! ¢ v I ! AND COMPLETE INSTALLATION OF ALL ELECTRIC WORK SHOWN ON THE DRAWINGS AND ® CV i I WALK—I� a AS HEREIN SPECIFIED. M�� A11 M29 Al i ! 2. ALL ITEMS NOT SHOWN ON THE DRAWINGS OR CALLED FOR IN THE SPECIFICATIONS, V) I ¢I Q 1 _ 1 Lil z I I COOLER BUT WHICH ARE NECESSARYr' TO MAKE A COMPLETE ELECTRICAL INSTALLATION, SHALL � �Z� s f Al-F I BE FURNISHED AND INSTALLED AS PART OF THIS PROJECT. m<to o SEE P.O.S 1 1 4 I ®� NOTE "A" ® 3, AL.L ELI.CTRiCAL INSTALLATIONS AND GROUNDING SHALL BE IN STRICT ACCORDANCE moo i j N'TH THE LATEST REQUIREMENTS OF THE LOCAL, STATE AND NATIONAL CODES, 1 1 !1'S� - 0 All O Al - A17 A11 i t.. p('W i- i � � 4. OBTAIN AND PAY FOR ALL REQUIRED PERMITS AND INSPECTIONS. i Al-P a Al P - A3 g Al 5, MATERIALS AND WORKMANSHIP SNAIL BE THE BEST OF THEIR RESPECTIVE KIND AND ! I FJI SEE P.O.S. IN FULL ACCORDANCE WITH THE MOST MODERN ELECTRICAL CONSTRUCTION. ALL MATERIALS i I NOTE "D" ¢ SHALL BE NEW, EXCEPT WHERE NOTED ON THE DRAWINGS. I .. _ - -p' I I C. THE ELECTRICAL �•ONTRACTOR ShALL INSPECT THE SIGHT, PRIOR TO SUBMITTING HIS r,y - _ I y BID, AND SHALL INVLSTIGATE ALL CONDITIONS UNDER WHICH THIS WORK WILL l�£ O - A3 -- of I I + � PERFORMED. FAILURE TO INSPECT EXISTING CONDITIONS OR TO FULLY UNDERSTAND THE WORK WHICH IS REQUIRED SMALL NOT EXCUSE THE ELECTRICAL CONTRACTOR FROM ¢ IRS_ � 1 i HIS OBLIGATIONS TO SUPPLY AND INSTALL THE WORK IN ACCORDANCE WITH THE a ( i r7 ' Al Al Al _ A11 ! ' ;........_... ... i I DRAWINGS AND UNDER ALL SITE CONDITIONS A5 THEY EXIST. N i .. __. �_._.. ..._ . . i 1 I ¢ .__�__}__..L_._l._... [] ), El ECTRICAL CONTRACTOR SHALL CLEAN AT THE END OF EACH DAY ALL AREAS A3 . ... _ - 1 Al—P Al-P Al-P a Al-P WORKED IN. EMPTY BOXES, RUBBISH, AND OTHER MATERIALS OF NO USE SHALL BE i REMOVED FROM THE BUILDING. i I p 8. THE PLANS DEPICT THE LOCATION OF ALL DEVICES AND ARE INTENDED TO INDICATE 1'-7" 1 ! THE GENERAL INTENT OF THE WORK IN SCOPE, LAYOUT AND QUALITY OF WORKMANSHIP. �- ~ Ns I A17 A17 THEY ARE NOT INTENDED FOR THE PURPOSE OF EXECUTION OF THE WORK, BUT THE E.C. J IF LEND SHALL UNDERSTAND THAT SUCH DETAILS ARE PART OF THIS WORK. �_s G'V 1.� W SEE P.O.S.- ; I a - I W _. ._ .._..._.._......... ....... . . .. .. g THE ONTRACTOR SHALL CAREFULLY VERIFY ALL MEASUREMENTS AT THE SITE. DETERMINED NOTE B .-. ...._. 1 1 ,0 1 Al FAl Al d ¢ THE EXACT LOCATION OF ALL CHASES AND OPENINGS REQUIRED BY HIS WORK AND SHALL LIGHTING, VERIFY W/ OWNER.p I FURNISH AND SET ALL SLEEVE, INSERTS AND HANGERS AS REQUIRED FOR THE WORK HEREIN. NOTE: LIGHTING IN TOILETS} AND OFFICE IS TO BE SENSOR i a I Al-P Al-P Al-P - _..... _.... .. 10. THE GONTRAGTOR SHALL COORDINATE HIS WORK SO THAT IT DOES NOT INTERFERE WITH THE Al MET 2GR8-332A-120-ADV-EEX ; WORK OF OTHER TRADES. IT SHALL BE IN THE CONTRACTOR'S RESPONSIBILITY TO SEE THAT 2 X 4 RECESSED FLUOR. W/ACRYLIC LENS 1 i ¢ i HIS WORK IS INSTALLED IN A TIMELY MANNER. Al W/ GE F32TSSPX30 (3), 4' T8 32w, FLUORESCENT LAMPNEI '• i 1 I t 11. THE CONTRACTOR SHALL INSTRUCT THE OWNER DR THE OWNER'S REPRESENTATIVE IN THE ADD AN EXTRA 2 1/2" _- .- _ ... -I - A11 ; Al-F MET 2GR8-332A-1 -ADV-EEX ( _ i _ _....__. PROPER OPERATION OF ALL EQUIPMENT. THE CONTRACTOR SHALL FURNISH TO THE OWNER ALL 2 X 4 RECESSED FLUOR. W/ACRYLIC LENS, W/ FLANGE KIT FCS24WU CONDUIT FROM BACK BAR ! o' r..- -- 1 r- WALL TO FRONT COUNTER I757 _ LITERATURE FURNISHED BY THE MANUFACTURER AND DEMON5TATE PROPER OPERATION AND ` �'-- 11 I � MAINTENANCE. Al-F W/ GE F32T8SPX30 (3), 4' T8 32w, FLUORESCENT LAMP I -AlAl-P cy I r%� I Al Al All 12, ALL WORK SEQUENCES SHALL BE COORDINATED WITH THE ARCHITECT AND SHALL BE IN r— ( ql-P MET 2EP3GX332S361-120-ADV-EEX ; ¢ I - I 1 1 COORDINATION WITH OTHER BUILDING TRADES AND ARCHITECT BUILDING SCHEDULES. 2 X 4 RECESSED FLUOR. W/PREMIUM PARACUBE 3; ; I Al-P X a Al-P ! I Al-P W/ GE F32T8SPX30 (3)> 4' TS 32w, FLUORESCENT LAMP 13. ALL ELECTRICAL, LIGHTING DEVICES SHALL BE INSTALLED IN ACCORDANCE -- " , I Q 1 J So I I FURNISH AND INSTALL EXTERIOR - '+_ -._ WITH THE ADA (AMERICANS WITH DISABILITIES ACT). _ Al-PF MET 2EP3GX332S361-120-ADV-EEX o EMERGENCY WALL PACK LIGHTING W/ 14, ALL BRANCH CIRCUITS RATED AT 120 VOLT, 20 AMPERE EXCEEDING 75 FEET SHALL BE 2 X 4 RECESSED FLUOR. W/PREMIUIvi PARACUBE, W/ FLANGE KIT FCS24WU i I 1 �4 MINIMUM #10 AWG. Al-PF W/ GE F32T8SPX30 (3), 4' T8 32w, FLUORESCENT LAMP Q o 1 1/2 HR. BATTERY LIFE AT EACH A17�P A27 L . .I I !• (• i i A17 WP 16. ADDITIONAL JUNCTION BOXES BEYOND THOSE SHOWN SHALL BE PROVIDED AND INSTALLED AS p EXTERIOR DOOR. I 1 ,. . . L . . 1 I NECESSARY. 1' I ; C— STORE Al-PO MET 2EP3GX332S361-12O-ADV-EEX-OAO SER Vi Nto SALES i Al 3 , ,A13i,' A13 ' ' A13 ' , ; 15, ALL CONDUITS SHALL CONTAIN A GREEN SAFETY GROUND WIRE. BOND ALL PANELS, CABINETS, I I 2 X 4 RECESSED FLUOR, W/PREMIUM PARACUBE (f} a ❑ ! •' .'•'• � . . . 1 I ENCLOSURES, CONDUITS, ETC., AS REQUIRED. -PO W/ GE F32T8SPX30 (3 I, 4' T8 32w, FLUORESCENT LAMP z m a AREA : I I ' SALES AREA _ om � I I' ! I I 1 1 16. RECEPTACLES, LIGHT FIXTURES AND POWER ITEMS BRANCH CIRCUIT WIRING MAY NOT BE A3-PO MET EP3GX232S181-12O-ADV-EEX-OAO A ! / " �'- 3 PO 1 X 4 RECESSED FLUOR. ''/ACRYLIC LENS I SHOWN BUT SHALL BE PROVIDED AS REQUIRED. MINIMUM WIRING SHALL BE 3 4 C-2 #12 UJ 1 #12 GROUND. NO MORE THAN THREE PHASES MAY BE COMBINED IN A SINGLE HOMERUN W/ GE F32T8SPX30 (2), 4' T8 32w, FLUORESCENT LAMP i� Zp ______________-_- AND ,EQ�H PHA' SHALL BE PROVIDED WITH AN INDIVIDUAL NEUTRAL. � CL 17. ALL CUTTING, PATCHING AND FIRESTOPPING FOR ELECTRICAL INSTALLATION SHALL BE THE B HALO H880E-870C w 1 J 2 T T T2ESPUSIBILTY OF THIS CONTRACTOR. OB 32W ELECTRONIC FLUOR. DOWNLIGHT, (LENS COVER OVER FOOD PREP) =--CEILING JUNCTION BOX ❑ ❑ W/ GE F32TBX/SPX30/A/4P (1), 32w TRIPLE TUBE BIAX FLUOR. LAMP Q FOR WINDOW BAGEL SIGN, i8. PROVIDE CONDUIT SLEEVES FILLED WITH AN APPROVED FIRE RESISTANT MATERIAL WHERE Li.! ~ PROVIDE 6' EXTRA WIRE. FIRE RATED WALLS OR CEILINGS ARE PENETRATED, APPROVED WATERTIGHT CONDUIT SLEEVES TRACK HALO 2', 4' & 8' LENGTHS Q Z A13 A31 A35 SHALL BE PROVIDED WHERE WALLS ARE PENETRATED EITHER ENTERING OR LEAVING THE #L652P, L651 P, L650P, L901 P, L957P, L900P, L908P, L983N. BUILDING. TRACK AND PENDANT ADAPTERS FOR FIXTURES C5 & D1 Z PROVIDE 6' EXTRA WIRE tg. ALL_ FLEXIBLE METAL CABLE TO BE USED IN THIS PROJECT SHALL BE AFC HCF-90 OR APPROVED EQUAL. WHERE PERMITTED BY THE NEC AND THE LOCAL AUTHORITY HAVING JURISTRICTION. C� Di HALO L324OEP/MSP5234 20. FOR MORE INFORMATION REGARDING THE ELECTRICAL REQUIREMENTS FOR THE EQUIPMENT SHOWN, 24" SURFACE TRACK MOUNT MENU FIXTURE 1�!/ SAFETY LENS LIGHTINGPLAN ELECTRIC REFER TO THE EQUIPMENT SCHEDULE. FC DUAL 4' LOW TEMP FLUORESCENT FIXTURE PROVIDED WITH "PACKAGE R ' - SPEAKS COOLER UNIT"/ALL WIRING BY ELECTRICAL CONTRACTOR d/ e �,—MENU BOARD POST SCALE: 1/4" = 1'-0" c 1" CONDUIT—- f- -- t-� (LOW VOLTAGE) ` 5'-0" MIN__.. POS NOTE: LIGHTING SCHEDULE NOTES. '"' G EXTERIOR WALL PACK Wr'175w META! HALIDE & PULL STRING --' 'si 48 MAX] SURFACE OF N RAL CONTRACTOR TO PROVIDE FOR P.O.S. SYSTEM AS SHOWN ON ELECTRICAL FOR FUTURE i ..T..... �> CHICLE GEE J SLC 852V - LAMP INCLUDED ORDER c`rt x I DRAWINGS OR, AT MINIMUM THE FOLLOWING CONDUITS: 1, PROVIDE ALL FIXTURES COMPLETE WITH LAMPS. Q FOOTING---; ; ¢ A 2 1 2" 1.D. FROM 4x4x3 JUNCTION BOX LOCATED BEHIND OFFICE DESK UP THE WALL TO RECESSED SOFFIT FIX lJTRE Wj 175 METAL HALIDE ^ ! I CONFIRMATION BASED ON i _ LANE OF 2. ALL INCANDESCENT LAMPS SHALL BE RATED 130 VOLTS. t_1..! EQUIPMENT I j MFG. AND i d 1ASPHALT OR ABOVE CEILING. 3. ALL BALLASTS SHALL BE HIGH POWER FACTOR FLUORESCENT BALLASTS FOR T8 . �; CONCRETE B) 2 1/2" I.D. CONDUIT WITH 2'-0" SWEEPS AT ENDS FROM A HUB LOCATED IN THE 4. LAMPS TO BE USRAM/SYLVANIA OR MAGNAfEK FULL-OUTPUT ELECTRONIC, EXCEPT K TYPE "K" FIXTURE: INCANDESCENT PORCELAIN FIXTURE f CODE ► I �; FRONT LINE CHASE UNDER SLAB TO THE BACK WALL, TERMINATE ABOVE CEILING. OUTDOOR FIXTURES -TO BE ZERO-DEGREE MAGNETIC BALLASTS i ! cvl N C) 1" I.D. CONDUIT FROM BEHIND THE DRIVE THRU CASH STATION UP THE WALL TO ABOVE 5. PROVIDE HOLD DOWN CLIPS FOR EACH CORNER OF FLUORESCENT GRID TROFFERS. S SPEAKERS RADIO SHACK "B" FULL RANGE SPEAKERS I 0 1272 WITH WHITE ENAMELED GRILL #40-1225. p 0 I 6. PROVIDE ALL REQUIRED MOUNTING OR HANGING HARDWARE. O Y W OWNER. `� =CURB/ DRIVE--THRU GUIDELINES CEILING.N.T.S. D} 2"x4 ELECTRICALnBOX 6'-0" A.F.F. WITH 1" CONDUIT IN WALL TO ABOVE CEILING. 7. COORDINATE AND VERIFY ALL FIXTURE INFORMATION, TYPES AND FINAL LOCATIONS RUN WIRES I0 OFFICE, VERIF / 4 ry O CENTER 32 x32 x3/4 PLYWOOD BLOCKING IN WALL FOR VDU UNIT. WITH THE REFLECTED CEILING PLANS.3/4" CONDUIT THE MAXIMUM CONNECTION LENGTH BETWEEN A VDU AND ITS DEDICATED CPU IN THE 8. LAMPS SHALL BE AS MANUFACTURED BY SYLVANIA, WESTINGHOUSE, GENERAL ELECTRIC, �W W SUR CC2-V i1 ELECTRICIAN INSTALLED FRONT LINE CHASE IS 75'-0". THE CONNECTION THEN GOES TO THE FFICE. G.C. TO OR APPROVED EQUAL. (1 OR 2} LAMP ADJUSTABLE HEAD EMERGENCY LIGHT, WITH SEALED LIGHT, _ I PULL STRING �W 18" X 54" GROUND PROVIDE ONE lSDN TELEPHONE JACK IN THE OFFICE. NOTIFY DUNKIN' DONUTS IF ISDN 9. FIXTURES MUST BE PURCHASED THROUGH A NATIONAL ACCOUNTS PROGRAM WITH WITH SEALED LEAD CALCIUM BATTERY, (WP) IF OUTDOOR WATERPROOF O O 2 INDEPENDENT---1 LOOP VEHICLE 1' TO 3' VILLA LIGHTING SUPPLY INC,, 1218 S. VANDEVENTER, ST. LOUTS, MO 63110. PLEASE X GROUND LOOPS DETECTOR SERVICE IS NOT REGIONALLY AVAILABLE. < Q SPEAKER TOWER & MENU CALL MELANIE HURLEY, NATIONAL ACCOUNTS, AT 1-800-325-0963 OR FAX ® X SUR LPX7flRWH FOR TIMER AND f 1-314-531-8720 FOR PRICING. LED EXIT W/ BATTERY >- , 1 COMMUNICATIONS .1� CONFIRMATION BOARD Lo L-3/4" COMMUNICATION ;�� I, �• r AC MARS AIR CURTAIN -- 800-42-3, RE CONDUIT 110/15 AMP ;' "/ [� PYLON AND EXTERIOR SIGNS " A DEDICATED CIRCUIT DRIVE-THRU DRIVE-THRU MODEL #E4i3C/CH-3, REAR DOOR MODEL #E48CHS-3, ry `- 1 CQ. DUIT ZO AMP �� i/ WITH DOOR MICROSWITCH & HEATER SWITCH, FURNISHED BY t� ELECTRIC / 'n MENUBOARD '1' // / NOTES MECHANICAL CONTRACTOR, INSTALLED BY ELECTRICAL CONTRACTOR. NOTE: PROVIDE PVC `~' 1 /�/ CONSULT OWNER FOR LOCATION AND SIZE OF PYLON SIGN REQUIRED; CONNECT TO A35, UJ R ALL NEW 4,_6" ,/� SUPPLY ALL WIRE, BOXES, AND CONDUITS REQUIRED. CONNECT EXTERIOR SIGNS TO CIRCUIT 1, PANEL BOARDS ARE PROVIDED FOR CHECKING TOTAL SERVICE REQUIREMENTS E.C. VC r 2 3 4 VALUE COMBO & MENU BOARDS �' CONDUITFOR // A31. CONNECT MENU BOARD TO CIRCUIT A33. VERIFY LOCATION WITH OWNER. SHALL USE JUDGMENT IN REVISING CERTAIN CIRCUIT'S AND ARRANGING EQUIPMENT ON W O , �.�i : LOCATIONS: SAW-CUT /WALK ' ;• / / ;%i% LO EXISTING LOCATION /� PANEL BOARDS IN THE MOST ECONOMICAL MANNER. E.C. SHALL DETERMINE FINAL HOOD/ FAN - FOR TOASTER OVER SANDWICH STATION IN CEILING %�, %; / , � / / SERVICE LOAD REQUIREMENT FROM LOADS GIVEN IN PANELBOARDS AND PROVIDE �\� i,i" ARY. USE CAPTIVE-AIR 24" x 18" HOOD WITH 24'H, 150 CFM, D.V. FAN --� '-+- L1J MINIMUM OF �,, : /�/;;; ,// WHERE NECESS / ;/ SERVICE ACCORDINGLY, W M __._.I ONE CAR �/ /,/ / TF-1 LENGTH % „ BUILDING /� , 1� � ___ ///- ELECTRICAL PLAN KEYNOTES 2. INSTALL ALL ELECTRICAL OUTLET BOXES HORIZONTAL AND FLUSH IN WALLS WHERE / / / POSSIBLE. PROVIDE APPROPRIATE FLUSH MOUNTING RECEPTACLE BOXES AND CONDUIT TOILET EXHAUST FAN, NUT8814, 100 CFM BATH FAN BEFORE %• ;'i ' / %�/' ; % NOTE: DRIVE-THRU 15» / �j% AS REQUIRED FOR MOUNTING OF OUTLETS ON CONCRETE WALLS. (� TEF-1 SEE DRAWING SHEET M1 FOR DETAILS CURVE OF /.'!' :;. :�/ /;% MENU SHOULD BE WALL. X ND CIRCUIT CU / / : /. va / 1/ EXTERIOR LIGHTS, PHOTOCELL ON, TIME CLOCK OFF. 3. EXTERIOR SIGN JUNCTION BOX TO BE MOUNTED ON INSIDE OF E TE SHEET LANE : i / j%!;% %%% PLACED AT A i BUILDING / TO SIGN. TYPICAL SUPPLY DIFFUSER 45'ANGLE TO � ❑2 POWER FOR EXTERIOR SIGNS. REFER TO• ARCHI-ECTURAL DRAWINGS FOR EXACT' L-OCATION. 4. 5EE "TECHNICAL REQUIREMENTS FOR THE COMIREX SYSTEMS CORPORATION DUNKINONCOMING TRAFFIC BOLLARD // j �j " ' ' DONUTS P.Q.S. SYSTEM FOR ALL INFORMATION RELATING TO CASH REGISTER WRING. {�� EXHAUST FAN GRILLE FOR TEF#1 BOLLARD - �5 -CURB (WHERE POSSIBLE) j,/i/ ./ �i/ LEI t f` (FURNISHED BY DUNKIN' DONUTS,) �w 5. PROVIDE CORD WITH GROUND AND CAP FOR EACH COFFEE MAKER AND CARBONATOR. NOTE: SEE ADQSR WEBSITE, /�/,/%�, / " CIRCUITS WITH 6, SEE INTERIOR ELEVATIONS FOR DIMENSIONS AFFECTING THIS WORK. JO JUNCT10fv BOX SPEAKER - DRIVE-THRU WWW.Odrus.com/extronet, FOR NOTE. P.O.S. , ALL POWER OUTLETS FOR P.O.S. DEVICES ARE DEDICATED 7. SEE SHEET K2 FOR EQUIPMENT CONNECTION REQUIREMENTS. S COMPLETE INSTALLATION THIRD WIRE ISOLATED GROUND. AN IG IS AN INSULATED WIRE, SEPARATED FROM ALL $- E.C. SHALL PROVIDE MUSIC SYSTEM PER DUNKIN' DONUTS SPECIFICATIONS. 40" A.F.F"., SP=SW. W/PILOT FILE D04051 CONTAINED MENUBOARD INFORMATION AND DETAILS OTHER GROUND WIRES, RUNNING BACK TO THE BUILDING MAIN OR COMPLEX POWER SWITCH, 1 POLE, MOUNTED WITHIN SIGN PANEL. NEMA STANDARD L5-15R I.G. FOR THE RECEPTACLE AND PLUG. USE OF IG 9• E.C. SHALL PROVIDE DOORBELLS AND BUZZERS PER DUNKIN DONUTS SPECIFICATIONS. SO LOWER CASE LETTER KEYS TO FIXTURE SWITCHED. -THRU MENU LAYOUT PREF. DUPLEX OR QUADPLEX OUTLETS: (I.E., HUBBELL IG-5262, IG-5362 OR EQUIVALENT). E.C. SHALL VERIFY LOCATION OF EQUIPMENT WITH DUNKIN DONUTS FRANCHISE OWNER. � DATE: 04/06/R5 DRIVE- THRU MENU LAYOUT (ALT.) DRIVE ( ) PRo�. MGR. J.R. C.M. B. FLANNERY OFFICE OUTLET NOTES SEE OFFICE CIRCUIT/ OUTLET CIRCUIT DUPLEX QUADRATEX HEIGHT NOTE AND POS COMMUNICATION -_-----.-_---_ ____-__---..__.-._-_----- _--- NOTE: A5 2 18" AFF OFFICE GENERAL SHEET FOR DETAILS IN OFFICE. �- _ ~-�� � GROUND LOOP CONNECTS TO VEHICLE DETECTOR, INTERCOM ELECTRICAL CONTRACTOR TO CONSULT WITH BOTH OWNERS FOR FINAL ELECTRICAL REQUIREMENTS. A5 1 36" AFF OFFICE GENERAL I SYSTEM AND TIMER INTERFACE BOARD LOCATED IN OFFICE. 2" j r.._-_------------------------- A5 2 78" AFF OFFICE GENERAL i CONDUIT FOR SPEAKER (IF SEPARATE POST IS USED) ALSO I GROUND LOOP AT DRIVE-THRU WINDOW A7 1 1 36" AFF OFFICE GENERAL I CONNECTS TO INTERCOM SYSTEM. VERIFY WITH OWNER AND I 4..r.J CONNECTS BACK TO R.I.S. SYSTEM. j 1 72" AFF SOUND SYSTEM i DUNKIN° DONUTS CONSTRUCTION MANAGER FOR EXACT A9 i NOTE: I i LOCATION. PROVIDE FOR 5 CAR STACKING, ALSO SEE SITE PLAN I MAIN DISTRIBUTION PANEL BOARD PROVIDE TiMER DISPLAY AT DRIVE-THRU AREA, I A33 1 48 AFF DT ICE CO ARD _ PE E I WALL OR CEILING MOUNTED, CONNECTED BACK 1 A37 1 18" AFF OFFICE COMPUTER 5 � BY OTHERS. MENUBOARD SHOWN HAS. SPEAKER IvfgliNTED - - - -� TO INTERFACE BOARD AT MAIN OFFICE. [_5 INSIDE.INSIDE. ALTERNATE HAS E\ SEPARA C>; SPEAKER POST). =` SEE OFFICE SCHEMATIC ON SHEET E3 VOLTAGE: 120/208 PHASE: 3 LO;U TION: SEE PLAN . --..-.-.__.-------------...._..__--- A2 : . _.__._.___.._..._.___..____.._____.__-_.-.--...- BUS AMPS: XXX WIRE: 4 �,sgUNTING: SURFACE ( @j RUN ALL WiRE O ` -- :- -- J MAIN OVERCURRENT DEVICE: REMARKS: (� _- -CJ TI Li TY TO� LE 0 INSIDE' TO OFFICE s� ------- -_� MAIN CIRCUIT BREAKER �*° DRIVE- OFFICE PREP REA A3 -- SHOWN HERE J AMPS: XXX FOR CLARITY � HZR BREAKER LOAD GKT DESCRIPTION i I CKT DESCRIPTION AMP POLE KVA HAS THRU ABOVE BREAKER LOAD � ;J 11 I W.P. G.F.I. ® \ "A" AMP POLE KVA HAS " XXX 3 XX.X A SEE P.O.". M-S 42" ABOVE GRADE ;,' ,� " B i `\ 1 PANEL A XXX 3 XX.X A 2 PANEL 'B NOTE C\rmsffi__� - \ 3 (SEE NOTE BELOW) B 4 BY GHRlSTY'S E.C. C % o I 0 5 ,.o N J ® d I I 7 HVAG UNIT #1 - 4 TONS 30 3 2.4 A 8 HVAC UNIT #2 - 4 TONS 30 3 2.4 A -' Qo � ° i SEE P.Q.S. } oo !ti / } NOTE "C" - Q N i l i 9 E 2.4 2,4 B 10 2.4 N i I I ( I C 12 0 2 26 A Q i 20 2 1.73 A i4 HOLMAN TOASTER 2 N A39 - o A40 i 15 MICROWAVE q A15 A40 A -' 1.73 B 16 1.6 B I 1 17 MICROWAVE (OPTIONAL) 20 2 1.73 C 18 00 ICE MACHINE 20 2 1.4 G f 1.4 A N /A32{t- - AC-i � o AC-2 --� i i 1 g 1.73 A 20 N i A I co I I 21 ESPRESSO 30 2 1.55 B 22 ICED COFFEE BREWER 30 2 2 JA O _ 1 I I 23 1.55 C 24 2 m o `� i N -' I I M-�"" u! I c 1.7 A 26 SPARE 20 1 ¢ I I 25 DUNKACCINO DISPENSER 20 2 SEE P.O.S.-' J oo `'� N� r i 1 i I I� � �Op 27 1.7 B 28 COFFEE MAKER 40 2 3.5 B © _jN NOTE D `; l c9 i i I 1 -, ! i 1�� i I i a o I f iWALKa-IN 29 TOILET EXHAUST FAN 20 1 .6 C 30 35 G �'�rn COOLER 31 SPARE 20 2 A 32 COFFEE MAKER 40 2 3•5 A xtl)N Q a i I 1 1 a ¢ ! I --_ --- I A32 I i 33 B 34 3.5 B mM I ii Q o ! ° - A36 ------- j j 35 SPARE 20 2 C 36 COFFEE MAKER 50 2 4.13 C m i A p 00 ' � 1 Q r. a o i I 37 A 38 4.13 Q 3 u r N � j o i j 3g COOLATTA MACHINE 342 20 2 1.5 ¢ ® I i B 40 C00LATTA MACHINE 342 20 2 1.5 B I I 41 TAYLOR 342 SIDE 1 1.5 C 42 TAYLOR 342 SIDE 2 1.5 C SEE NOTE "D S I SEE P.O.S. , M7 to I M8 A29 i i PHASE- A LOAD (KVA): XXX PHASE B LOAD KVA : XXX I " W P F I I I PHASE C LOAD (KVA): XXX i d NOTE A ` ON ROOF j j TOTAL LOAD (KVA): XXX �a PANELOARD '*Ass VOLTAGE: 120/208 PHASE: 3 LOCATION: SEE PLAN �p r7 e�i I BUS AMPS: XXX WIRE: 4 MOUNTING: SURFACE MAIN OVERCURRENT DEVICE: REMARKS: a PROVIDE NDER SLAB ELECTRIC SERVICE AMPS:IR XXX BREAKER TO FRONTLINE EQUIPMENT IN RIGID BREAKER LOAD ' r� Q Q CONDUIT(UNDER SLAB UP INTO COMMON CKT DESCRIPTION CKT DESCRIPTION AMP POLEKVA HAS CHASE IN FRONT LiNE CASEWORK. AMP POLE KVA HAS 1 LIGHTING * P S 20 1 1.5 A 7_ CASH REGISTER 20 1 .2 A < ~ k SEE P.O.S. (2) P.O.S. LINES ----- ¢ 1 3 LIGHTING P S r * 20 1 1.1 B 4 CASH REGISTER 20 1 •2 B NOTE "B" �n t 5 OFFICE 20 1 1.5 C 6 V.D.U. OUTLET 20 1 1.5 C E f ADD AN EXTRA 2 1 2" N ¢ ¢ i _ - 1.5 PRINCE WARMING #1 20 1 1.5 A CONDUIT FROM BACK BAR M °' 7 OFFICE -�-- 20 1 A 8 y WALL IT FROM COUNTER N \ g SOUND SYSTEM Y 20 1 5 B -10 PRINTERS 20 1 1.0 B 't 4 11 LTG GNL+REF 20 1 8 C 12 CASH REG{STER 20 1 .2 C 13 EXTERIOR LIGHTING**TC 20 1 .6 A 14 COFFEE STATION 20 1 1.5 A Q 15 CASH REGISTER 20 1 .2 B 16 COFFEE STATION 20 1 1.5 B �S Lo �S 17 LIGHTS, EXIT & EMERG. 20 1 8 C 18 COFFEE STATION 20 1 19 DISPLAY CASE BALLAST 20 1 1.0 A 20 COFFEE GRINDER 20 1 1.13 A 21 DISPLAY CASE BALLAST 20 1 1.0 B 22 UNDERCOUNTER REFRIG. 20 1 .6 B � 23 DISPLAY CASE BALLAST 20 1 1.0 C 24 UNDERCOUNTER REFRIG. 20 1 .6 A < dQZ- SERVli\4G SALES C- STORE 25 BACK LIT GRAPHICS 20 1 1.0 A 26 UNDERCOUNTER REFRIG. 20 1 .6 O i 27 BAGEL SIGN 20 1 6 B 28 REF & BACK BAR 20 l 9 B Z AREA AREA � � SALES AREA 29 WP RECEPTACLES 20 1 A 8 C 30 REF & BACK BAR 20 1 .9 C 0 m g i I � 31 EXTERIOR SIGNS 20 1 1.5 A 32 BELLS/BUZZERS/CLOCKS 20 1 5 A (%) Ld 33 EXTERIOR MENU BD. 20 1 .6 B 34 HAND DRYER 25 1 2.0 B y 0 �---------------�_®- --------------®---------------- 1.0 C 36 REACH iN F/C 20 1 .8 C d V) ------- 35 PYLON SIGN 20 . 1 37 OFFICE COMPUTER 20 1 .5 A 38 GENERAL OUTLETS 20 1 1.5 A J D J J 39 D.T. WINDOW 20 1 .6 B 4C;-�_ w H 1GENERAL OUTLETS 20 1 1.5 B U 41 FIRE WARNING SYSTEM 20 1 .5 C 42 TOASTER FAN 20 1 6 C o Z A13 A31 A35 PHASE A LOAD KVA): XXX z CO PROVIDE 6' EXTRA WIRE PHASE B LOAD (KVA): XXX PHASE C LOAD KVA): XXX TOTAL LOAD (KVA): XXX * P/S = PANEL SWITCHED ELECTRICPOWER PLAN ** TC = TIME CLOCK CONTROL o SCALE: 1/4" = 1'-0» PANELPOARD "B" (CHRISTYPS) VOLTAGE: 120/208 PHASE: 3 LOCATION: SEE PLAN �„vJ ELECTRIC LEGEND BUS AMPS: XXX WIRE: 4 MOUNTING: SURFACE < a MAIN OVERCURRENT DEVICE: REMARKS: 04 MAIN CIRCUIT BREAKER 1. POS TERMINAL INFORMATION: DUPLEX OUTLET 12" A.F.F. UNLESS NOTED OTHERWISE AMPS: XXXfy DUPLEX OUTLETS POS NOTE: ELECTRICAL �x G=G.F.I. C=ABOVE COUNTER WP=WATERPROOF BREAKER LOAD �� BREAKER LOAD 110V AC DU CKT DESCRIPTION z 2. RECEIPT PRINTER INFORMATION: GENERAL CONTRACTOR TO PROVIDE FOR P.O.S. SYSTEM AS SHOWN ON ELEC CKT DESCRIPTION AMP POLE KVA HAS AMP POLE KVA HAS DRAWINGS OR, AT MINIMUM THE FOLLOWING CONDUITS: X X = NUMBER OF GANGED DUPLEXES IF MORE THAN ONE n A Q W Li - 110V AC DUPLEX OUTLETS 1 GENERAL OUTLET'S 20 1 1.5 A SPARE < O - SHARED WITH TERMINAL OUTLETS A) 2 1/2" I.D. FROM 4x4x3 JUNCTION BOX LOCATED BEHIND OFFICE DESK UP THE WALL TO POWER OUTLET - 208 VOLT, X = AMPERE �,� � ABOVE CEILING. 3 GENERAL OUTLETS 2Q 1 1 5 B 1 B U o < - WIRED DIRECTLY TO TERMINALS O 3. REMOTE PRINTER INFORMATION: B) 2 1/2" I.D. CONDUIT WITH 2'-0" SWEEPS aT ENDS FROM A HUB LOCATED IN THE TELEPHONE OUTLET - FLOOR OR WALL MOUNTED; 5 SPARE 20 1 C 6 C -� 0 - 110V AC DUPLEX OUTLETS FRONT LiNE CHASE UNDER SLAB TO THE BACK WALL. TERMINATE ABOVE CEILING. ® SEE OWNER FOR REQUIREMENTS 7 SPARE 20 1 A 8 WALK-IN COOLER 20 2 $5 A m z O - WIRED TO TERMINALS VIA RJ-45 C) 1" I.D. CONDUIT FROM BEHIND THE DRIVE IHRU CASH STATION UP THE WALL TO ABOVE J-BOX IN FRONT CABLE CHASE CEILING. DATA OUTLET FLOOR OR WALL MOUNTED; 9 SPARE 20 1 B 10 .85 B O 4. VDU INFORMATION: D) 2"x4" ELECTRICAL BOX 6'-0" A.F.F. WITH i" CONDUIT IN WALL TO ABOVE CEILING. 2 1/2" CONDUIT UNDER SLAB 20 i C 12 SPARE 20 2 C - 110V AC DUPLEX OUTLETS FIXTURES MUST BE PURCHASED THROUGH A NATIONAL CENTER 32"x32"x3/4" PLYWOOD BLOCKING IN WALL FOR VDU UNIT. 11 SPARE _ ACCOUNTS PROGRAM WITH VILLA LIGHTING SUPPLY INC.. 121$ LENGTH BETWEEN A VDU AND ITS DEDICATED CPU IN THE TRANSIENT VOLTAGE SURGE SUPPRESSOR 13 SPARE 20 1 A r 14 A � `O �✓ �✓ PEDESTAL WALL, CEILING, OR S. VANDEVENTER, ST. LOUIS, MO 63110. PRASE CALL FRONT THE ALINE CHASE S 7XIMUM O5N 0". THE CONNECTION THEN GOES TO THE OFFICE. G.G. Tq DUPLEX OUTLET 15 SPARE 20 i B 16 SPARE 25 1 B = .- ryry MELANIE HURLEY, NATIONAL ACCOUNTS, AT 1-800-325-0963 tJ_ 5. OFFICE AREA INFORMATION: PROVIDE ONE ISDN TELEPHONE JACK IN THE OFFICE. NOTIFY DUNKIN' DONUTS IF ISDN J JUNCTION BOX 17 SPARE 20 1 G 18 SPARE - 110V AC QUADPLEX OUTLETS OR FAX 1-314-531-8720 FOR PRICING. SERVICE 1S NOT REGIONALLY AVAILABLE. 20 1 A 20 SPARE 30 1 A - 1 MODEM LINE REQUIRED FOR 19 SPARE ( 1Lli SUPPORT FUSED DISCONNECT SWITCH �-/ - 2ND MODEM LINE OPTIONAL FOR 21 SPARE 20 1 B 22 SPARE 30 1 B CREDIT CARD PROCESSING THERMOSTAT 23 SPARE 20 1 G 24 SPARE 20 1 C W � `.•/ 6. NETWORK HUB INFORMATION: ELECTRICAL PLAN KEYNOTES 1.REFER TO ALLIED DOMECQ "ADQSR POS DEPLOYMENT METHODOLOGY" AND APPROVED VENDORS 25 SPARE 20 1 A 26 SPARE 20 1 A - 110V AC DUPLEX OUTLETS FOR COMPLETE INFORMATION AND SPECiFICATICNS REGARDING POS SYSTEM INSTALLATION. WALL CLOCK - EDWARDS #1882, - LOCATED IN FRONT COUNTER EXTERIOR LIGHTS, PHOTOCELL ON, TIME CLOCK OFF. 28 SPARE 20 1 B 2.RETAIL INFORMATION SYSTEMS EQUIPMENT MUST BE ON DEDICATED CIRCUITS. R.I.S.R.i.S. EQUIPMENT i MOUNTED 8'-0" A.F.F. 27 SPARE 20 1 ..-� CABLE CHASE MAY SHARE CIRCUITS WITH OTHER R.I.S. EQUIPMENT, BUT NO OUTSIDE EQUIPMENT SHOULD BE 29 SPARE 20 1 C 30 SPARE 20 1 G - CONNECTS TO TERMINALS, VDU'S, � POWER FOR BACKLIT PANELS, SEE MANUFACTURER ON THESE CIRCUITS. TC TiME CLOCK (BY OTHERS) 20 1 A 32 SPARE 20 1 A BACK OFFICE COMPUTER SYSTEM FOR MOUNTING HEIGHT & LOCATION OF JUNCTION BOX. 3.ALL OUTLETS FOR R.I.S. EQUIPMENT SHOULD H 4VE° A THIRD WIRE ISOLATED GROUND. 31 SPARE - - ORDER INFORMATION C TiPN ROUTED TO 3 POWER FOR DISPLAY CASES, BALLAST TO BE 4-LOCATE ALL RECEPTACLES FOR R.I.S. EQUIPMENT WITHIN �4' OF THE EQUIPMENT THEY SERVE. � HAND DRYER (BY OTHERS) 33 SPARE 20 1 B 34 SPARE 25 1 B SHEET HUB, THEN TO TION & OFFICE MOUNTED IN THE DISPLAY CASE BASE. ALLOW 5.ALL R.I.S. DEVICES AT A REMOTE LOCATION FROM THE HUB SHALL REQUIRE CONDUIT 35 SPARE �,_ 20 1 C I 36 SPARE 25 1 C 8' PIG TAIL. DEDICATED FOR R.I.S. USE. THE MINIMUM SIZE FOR ALL NETWORK CONDUIT IS 1-1/2". W DOOR BUZZER - EDWARDS #115-4 WITH SWITCH A POWER FOR EXTERIOR SIGNAGE. REFER TO 37 SPARE 20 1 A 38 SPARE 20 1 ® 6.ALL NETWORK DEVICES REQUIRE CAT 5 CABLE WITH RJ-45 JACKS. ® BUZZER ALARM - EDWARDS #1065-65 W/592 39 SPARE ARCHITECTURAL DRAWINGS FOR EXACT LOCATION. 20 1 B 4G SPARE 24 1 B 1" CONDUIT FOR UNDERGROUND LOOP FOR REMOTE 7.PROVIDE POWER CONDITIONERS / UNINTERRUPTED POWER SUPPLIES AS RECOMMENDED / - 24 VOLT 'TRANSFORMER UNDER COMMON PLATE 20 1 C� 42 SPARE � 20 REQUIRED BY APPROVED VENDORS AND ADQSR 41 SPARE NOTE: "P.O.S.", ALL POWER OUTLETS FOR P.O.S. DEVICES ARE DEDICATED CIRCUITS WITH F5 SPEAKER SYSTEM. VERIFY EXACT SIZE AND LOCATION " D DOOR BELL - EDWARDS #55-465, MOUNTED 8'-0" A.F.F.THIRD WIRE ISOLATED GROUND. AN 1G IS AN 3NSULAIED WIRE, SEPAR:aTED FROM ALL WITH OWNER. BALL NETWORK CABLING / CONDUIT MUST BE LOCATED A MINIMUM OF 12 FROM ANY PHASE A LLOAD KVA XXX OAD �KVAN'. XXX FILE D04051 E BUILDING MAIN OR COMPLEX POWER - WINDOW SEE ELECTRICAL CONDUIT. ❑S BUZZER SWITCH - EDWARDS #44 DOOR CONTACT PHASE C LOAD KVA : XXX , OTHER GROUND WIRES, RUNNING BACK TO THE B POWER FOR DRIVE THRU PANEL. NEMA STANDARD L5-15R I.G. FOR THE RECEPTACLE AND PLUG. USE OF IG ® MANUFACTURER FOR MOUNTING HEIGHT & LOCATION 9.AREA. AL TELEPHONE JACKS FOR OUTSIDE LINT'S MAY BE PROVIDED IN OFFICE AREA AND PREP DOOR BELL BUTTON - EDWARDS #852 TOTAL LOAD (KVA): XXX _ DATE. C?4 0f 05 DUPLEX OR QUADPLEX OUTLETS: (I.E., HUBBELL IG-5262, IG-5362 OR EQUIVALENT). OF JUNCTION BOX. AREA. - ---�- � M * P/S = PANEL SWITCHED PROD. MGR. J.R. *# TC = TIME CLOCK CONTROL C.M. B. FLANNERY F OFFICE OUTLET NOTES CIRCUIT DUPLEX QUADRATEX HEIGHT A5 2 18" AFF OFFICE GENERAL f GROUND LOOP CONNECTS TO VEHICLE DETECTOR, INTERCOM A5 1 36" AFF OFFICE GENERAL ! SYSTEM AND TIMER INTERFACE BOARD LOCATED IN OFFICE. 2- -------- j ��S LEGEND }c ---""-------`----""' A5 2 78" AFF OFFICE GENERAL I CONDUIT FOR SPEAKER (IF SEPARATE POST IS USED) ALSO ! DRIVE--THRU TIMER (NOT USED) GROUND LOOP AT DRIVE-THRU WINDOW A7 1 1 36" AFF OFFICE GENERAL ENSURE ADEQUATE SIZE AND I CONNECTS TO INTERCOM SYSTEM. VERIFY Y WITH OWNER AND ! CONNECTS BACK TO R.I.S. SYSTEM. ! i ! I G. 120 V QUADRATEX OUTLET ROUTER ' I I A9 1 72" AFF SOUND SYSTEM # OF PULLSTRiNGS TO ! DUNKIN DONUTS CONSTRUCTION MANAGER FOR EXACT NOTE: ! W/l50LATED GROUND ! I A33 1 48" AFF DT MENUBOARD ACCOMMODATE FUTURE I LOCATION. PROVIDE FOR 5 CAR STACKING. ALSO SEE SITE' PLAN I +- PROViDE TIMER DISPLAY AT DRIVE-THRU AREA, I DT S'N SWITCH WALL OR CEILING MOUNTED, CONNECTED BACK i A37 1 18" AFF OFFICE COMPUTER READER BOARD. i BY OTHERS. (MENUBOARD SHOWN HAS SPEAKER MOUNTED I { G. 120 V DUPLEX OUTLET �- ' W INTERFACE BOARD AT MAIN OFFICE. l INSIDE. ALTERNATE HAS A SEPARATE SPEAKER POST). INTERCOM SEE OFFICE SCHEMATIC ON SHEET E3 _..__._..__ ._. J SYSTEM W/ISOLATED GROUND CC SEARGENT CREDIT ; -•_.__ A TELEPHONE OUTLET, RJ45, BOX � _ - - d fi M MODEM DRIVE�- OFFICE ;- PREP__ AREA U T I L I T Y T I E T d =_ ,9- - -���_____�_ DTC DTT DT % L DATA OUTLET, RJ45 -J t / t �+ !P IP CONVERTER THRU ! H.R. __.e-.....�..- 4-........... --- _W._ .- t I , POS POINT OF SALES TERMINAL � � � �,. J.B. 0 C IIJNG, CONDUli _ 1� DOWN T 8" A.F.F. I ABOVE/ -- i % i ® (REQUIRED) �..-- �+ -^ - ,�.. , -....a..�� UPS UPS 3/4" CONDUIT ABOVE . ®. ..--.----! I �.� (HEIGHT F FIRST SHELF; M.S.i ®i ® F POINT OF SALES CEILING, CONNECTS 2 -� `` SECTION . 1 � . SG (SELF MOUNTING) � � I j'� r,,� � POS POS UNITS ® D.T. ® ® TERMINA6.(FUTURE/OPTIONAL) SITE CONTROL �.-� F LAY RADIANT ONLY \\� - --a r VIDEO DISPLAY J.B. ® CEILING, CONDUIT - / o C-3 I I .��'� VDU UNIT /REQUIRED) DT X DRIVE THROUGH % DOWN TO 8" A.F.F. 1 12 1A 1 ilCLOCK o ,,,.�` I I ,,d"^ F VIDEO DISPLAY UNIT (REIGN? OF FIRST SHELF 5A 8 �AFP�i ! j , ,!ABOVE i I ! P®,, TiMER (OPTIONAL) OVDU (FUTURE/OPTIONAL) RP. RECEIPT PRINTER SECTION). ! 2 , ORDER - I / j j --" �. _ _ I� TAKER _ -j"- DTC DRIVE THROUGH PP PREP PRINTER CONSOLE (REQUIRED) 1 1/2" CONDUIT ABOVE -�- DRIVE THROUGH B.O.H. BACK-OF-HOUSE PC 00 1 CEILING, FROM 2 POS s o j DTT TiMER (REQUIRED) PC Q N i ! D.T. TO OFFICE. �'' I 1 O � � UNITS t� D. � �.. WALL MOUNTED 4A �. i o �P ! , �� " �� •- - --- i ems' ! ! CONDUIT W/ P1)LLSTRlNG FOR 5-11 A.F.F. (61 �- ---� TO BOT. OF VDU) 5 WALL MOUNTED �� ! _,.� - --' FUTURE READER BOARD. R1S SYSTEM (GENERIC - SEE PLAN AND VERIFY W/ OWNER) fi-6 A.F.F. (68 --ONLY WHEN VDUbj TO BOT. OF VDU) I ` �i'' 1 17 DOOR IS PRESENT M N -- ��// 4 ---- 6 m n J.B. C�J CEILING, CONDUIT-- i �-� I 3 { ' 14 t` ' 0� i I WAL I'°�'-' N VDU _______--! ! 2" CONDl14`i !"OR SPEAKER LG. i G' PC S{TE {,G. �!- DOWN TO 42" A.F.F, i ❑ 5A 4A ! / i i ���� � POST, CONNECTS i"5 TO INTERCOM 5 CONTROLLER NETWORK HUB xz 1 i 'f ! I ' r_ _ I SYSTEM LOCATED IN OFFICE. I g OEM CONTROLLER MODEM 9 _ ! I I ; � o0 VIDEO I DRAH _ I I -ONLY WHEN VDU'S m i ! 1 --I ! ARE PRESENT p ��®� 11 ! i �, a:�>.n 6 j 15 ' ! p I ! ! NETWORK LG. I.G. POS ! 7 CASH HUB ! /JB., 8" BELOW II �' i 1 DR. ► I / f NETWORK WIRING FOR --.: ! o r----_ -7 / CEILING VDU's ABOVE CEILING I 1 ; 7 I MODEPvI __m! 2 3 OR 1i VIDEO OVER TO WALL CONDUIT. ° Ij 1 i ® I.G. POS -----_ B.Q.H. I.G. PRINTER CONTROL 1 ----- / O PC ! / i ! i DEEP :- 4 VDU VDU 4 1 i / I - ! i t 1 1 2 CONDUIT 7 8 9 1$ 19 PRINTER 2 3 OR 1Q TYP. (ECR `JDU'S) " ECR BASED s , 20 21 18 PC BASED ! ! NETWORK WiRING FROM ! -- WALL CONDUIT TO E ' 7A i ® 1 2 OFFICE AREA. EQUIPMENT SCHEDULE � a�04 ! ® 11 6 POS COMMUNICATIONS I ® 1 I 1 12K KEYNOTE REQ'D DESCRIPTION LOCATION VOLTS AMPS TRANSFORMER TER NOTES NXQCTEESTIONS/ 1 9B 9A �.- - ------------ 0",QTY I � � j i 1 12 /� POS EQUIPMENT � < S 7C ! i� "h ! 1 1 3 POINT OF SALES TERMINAL (POS) 2 FRONT LINE, 1 DRIVE-THRU 100-120V 2.0 NO RJ45 { n 2r 1 -. 2A ! 1 A 1 POINT OF SALES TERMINAL (POS) 1 ORDER TAKER 100-120V 2.0 NO RJ45 PROVIDE CONDUITS (DUPLEX POWER E' y F 7B t U " _ I (FUTURE OPTIONAL & LOW VOLTAGE), P LLSTRING & 2 1/2 CONDUIT UNDER \ j ) COVERPLATES SLAB FROM NETWORK HUB TO WALL CONDUIT 1 �� �.� A EXTRA) 2 2 RECEIPT PRINTER 1 FRONT LINE, 1 DRIVE-THRU 100-240V 2.0 YES RJ45 UNDER COUNTER FOR ALL EXCEPT D.T. (ON TOP OF COUNTER) (ADD N E ) J v j I� � 2A 1 RECEIPT PRINTER (FUTURE/OPTIONAL) 1 FRONT LINE 100-•120V 2.0 NO RJ45 ' I 3 1 ORDER/PREP PRINTER-IMPACT 1 DD PREP 24/'34V 1.2 YES RJ45 Lai O i 4 0 VDU 100-240V 1.5 NO N/A d O G SALES i ! - C- STORE 4A 2 VDU OPTIONAL} - 100-•240V 1.5 NO N/A BOTTOM OF SANDWICH STATION VDU C� fi8" �' \SE Y I I ' 1 DD PREP BOTTOM OF DT VDU ® 61" O ! I � � MOUNTING: WALL 1 DRIVE-THRU COFFEE ' BOTTOM OF BR VDU 0 48" TO 60" z � o AREA AREA SALES AREA 5 i VDU CONTROLLER (PC BASED) ® m � 1 DRIVE-THRU COFFEE 100-•120V 1.0 YES RJ45 & {/J I i 100-120V 1.0 YES RJ45 g -'" ZLd 5A 2 VDU CONTROLLER (PC BASED) 1 DD PREP t :? O 1 DRIVE-THRU Li 1= w ---- -- 5B 0 VDU CONTROLLER (ECR) 100-120V 1.0 YES RJ45 - _ a- to LL' 6 1 POS NETWORK NUB/ SWITCH POS COUNTER FRONT CHASE 100-120V 0.5 YES RJ45 co co ¢ LOW VOLTAGE PLAN NOTE: 7 1 PC SITE CONTROLLER OFFICE 100-120V 4.0 NO _ RJ45 �� z - 1 ALL CEILING MOUNTED VDU's TO BE SUSPENDED FROM SCALE: 1/4" = V-0" UNISTRUT BY THREADED ROD W/ WHITE PVC SLEEVE. 7A 1 ECR SITE CONTROLLER POS COUNTER 115-230V 0.2 YES RJ45 ! z CONNECT UNISTRUT TO ROOF STRUCTURE. VDU BY POS` POS COUNTER 100-•120V 0.2 YES RJ11/ 45 Z VENDOR; UNITSTRUT & THREADED ROD BY G.C. UNISTRUT 7B 1 ECR MODEM - TO SUPPORT MINIMUM 50 LB. WEIGHT 7C 1 ECR IP CONVERTER POS COUNTER 100-•240V 0.2 YES RJ45 8 1 PRINTER (BACK-OF-HOUSE) OFFICE 100-•120V 8.2 NO N/A PC BASED POS SYSTEM 9 1 MODEM (EXTERNAL) OFFICE 120V .2 YES N/A PC BASED P05 SYSTEM POS- NOTES 9A 1 MODEM (INTERNAL) POS COUNTER FRONT CHASE 120V .2 YES N/A FOR ECR CREDIT; LOCATED INSIDE #7B GENERAL NOTES 11 1 JOURNAL PRINTER DD POS- UNDER COUNTER 120V .95 NO 9EPINL ECR POS TERMINAL 1. REFER TO www.adrus.com/extronet FOR A LISTING OF BACK ELEVATION FRONT ELEVATION HOLE PLACEMENT 12 3 CASH DRAWER UNDER COUNTER-ALL POS N,/A N/A N/A RJ45 DT ON TOP OF COUNTER 00 t i PLAN VIEW APPROVED POS VENDORS BY CONCEPT. EXCLUDING DT & ORDER TAKER DT OT DOES NOT GET A CASH DRAWER '� cls! W 6 --REMOVABLE .� 2. FINAL �3 DRAWINGS NEED TO BE PROVIDED TO POS " " VENDOR THAT IS SELECTED. OTHER COMMUNICATIONS DEVICES _._1 �2 1 1 1 1 ' PANEL 10 SERVICE SIDE PO PQS PO PO � o o to 3. POS VENDORS REQUIRE DEDICATED ISOLATED GROUNDED 15 -1- DRIVE THRU (DT) TIMER CONSOLE OFFICE 12t)V N/A NO RS232 MUST BE WITHIN 60FT OF DISPLAY n (DIG) OUTLETS ON A 20 AMP CIRCUIT DEDICATED ONLY TO NEAR DT, VISIBLE TO LOW VOLT N/A NO RS233 LOVO THROUGH CONSOLE { �q POS E,)UIPMENT. 60Hz, 120+/-10%. ALL POS TERMINALS 16 _ 1 DT REMOTE DISPLAY ENTIRE SERVICE AREA v � J r� ! , 1 W R 11 i 2"0 HOLE AND VIDEO DISPLAY DEVICES REQUIRE A DUPLEX OUTLET. W ® ® THE BACK OFFICE CON DROLLER REQUIRES A QUAD OUTLET. 17 1 DT PERCENTAGE DISPLAY ADJACENT TO REMOTE DISPLAY LOW VOLT N/A NO RS234 ADJACENT TO REMOTE DISPLAY O THE NE-TWORK SWITCH REQUIRES A DUPLEX. iF FEDERAL,. CUSTOMER SIDE STATE, AND LOCAL WIRING CODES DO NOT MEET THIS PHONE & DATA LINES mp O .� 1 FRONT LINE POS COUNTER ® DUNKIN' AREA REQUIREMENT, CONTACT THE POS VENDOR FOR _ INFORMATION ON ADDITIONAL EQUIPMENT THAT CAN BE 18 1 DATA/MODEM FOR POS OFFICE LOW VOLT N/A N/A RJ45 ECR/ PC BASED SUPPORT LINE � z PURCHASED TO MEET THIS REQUIREMENT. IF THIS >_ REQUIREMENT I5 NOT MET, THE POS SYSTEM WARRANTY IS 113E 1 ECR DATA MODEM FOR POS OFFICE LOW VOLT �N/A N/A RJ45 RUN ECR DATA/ CC DATA LINE FROM O / OFFICE/ HIGH SPEED ROUTER LOCATION TO INVALID. POS NETWORK HUB T' /^'1 4. ALL POWER INDICATED ON THIS PLAN MUST HAVE A THIRD _ -l- `- �...J Q WIRE, 'SOLATED GROUND, AND BE TERMINATED WITHIN (4) 19A 1 DATA/MODEM FOR CREDIT OFFICE LOW VOLT N/A N/A I RJ45 PC BASED POS SYSTEM CREDIT j OUTLETS FOR FEET OF THE DEVICE. CARD PROCESSING MUSIC AND I 5. IG-53E 2 RECEPTACLES MUST BE USED FOR ALL POS 198 - 3 DATA/MODEM FOR CREDIT 2 FRONT LINE> 1 DRIVE-THRU LOW VOLT N/A N/A RJ45 ECR POS SYSTEM CREDIT; W RUN ECR DATA/ CC DATA LINE FROM DEVICES. LABEL RECEPTACLES "POS ONLY". CARD PROCESSING # OFFICE/ HIGH SPEED ROUTER LOCATION TO SECURITY i � POS NETWORK HUB � i(OPTIONAL) 1 e � 6. LOW V)LTAGE WIRE IS REQUIRED TO BE CATEGORY #5 CC/POS CABLE RUN iN Uh" RIGID CONDUIT WiTH PULLSTRING FOR POS EQUIPMENT ONLY, AND MUST BE TERMINATED WITH 20 1 FAX LINE OFFICE LOW VOLT N/A N/A RJ45 SHE SW P 18 8 RJ-45 JACKS. OFFICE LOW VOLT N/A N/A RJ45 BACK WALL - 7. A 12" MINIMUM SEPARATION MUST BE MAINTAINED 21 1 PHONE LINE - SC �� SHELF r I.G. BETWEEN LOW VOLTAGE WIRES AND POWER WIRING (TO 22 0 PHONE LINE TRAINING (IF APPLICABLE) LOW VOLT N/A N/A j RJ45 SHEET s¢ 4 --- 9 POS 1 �--ORDER TAKER AVOID ELECTRICAL INTERFERENCE). N/A 0 PHONE LINE OFFICE (COMPUTER LINE) LOW VOLT N/A N/A RJ45 PP VOICE s �- DOS (OPTIONAL) EQUiPMENI NOTES OFFICE LOW VOLT N/A N/A RJ45 ! f ¢ A 0 CASH PR r N/A 0 FAX LINE i9 0 _ _ -- H ! DRAWER 1. VDU HEIGHT TO BE COORDINATED NTH EQUIPMENT AND OFFICE LOW VOLT N/A N/A RJ45 a _ COUNTER in SIGNAGE (SEE ELEVATIONS). N/A 0 PHONE LINE 9 B.Q.H. 2. ONLY REQUIRED EQUIPMENT IS VISUALLY REPRESENTED N/A 0 PHONE LINE SECURITY SYSTEM LOW VOLT N/A N/A RJ45 PC AND TAGGED IS SHOWN ON THIS FLOOR PLAN, OPTIONAL EQUIPMENT IS TAGGED BUT NOT SHOWN GRAPHICALLY. N/A 1 DS!_/CABLE/ISDN/SATELLITE OFFICE LOW VOLT N/A N/A RJ45 iNTERNET/ FUTURE POLLING/ RADIANT FILE#: D04051 2 OFFICE SCHEMATIC 3 DRIVE-THRU POS COUNTER DATE: 04 06 05 PROD. MGR. J.R. C.M. B. FLANNERY 011 G ' Q DRIVE® OFFICE ;-- PREP AREA UTILITY --TOILET = 7 CONNECT TO SHOWN HERE �N.W�� THRU EXISTING G 4 FOR CLARITY H� // HOSE BIBB - SECURELY / (() \ GAS SERVICE r AM 5 1� i. ANCHOR TO WALL a CONNECT TO ----- I - EXISTING WATER SERVICE _ -_-� I` ( P3 —o ( ► FILTERED WATER SERVICE TO i —HOT WATER HOSE ' a UNDER SLAB ; , BIBB 0 1 -4 A.F,F/ � 1 � COFFEES BREWING EQUIPMENT ( i , I WATER FILTRATION SYSTEM RUN GAS LINE TO ROOF HVAC UNITS, ISOLATE EACH UNIT -°-- ' j I00 WITH A SHUT OFF. ( -- ' "" P2 r/ ' I j N0TE' FILTERED WATER SERVICE TO PROVIDEDINDIVIDUALFOR PROOFERS AND ICE MACHINE AND POST MIX U o RG 1 AC-1 I l P4 0 AC-2 i ' ( i FOR ELECTRIC DECK OVEN - P6 i i , I a i COORDINATE W/ EQUIPMENT <C SPECIFICATIONSNUMBER OF FI 1 Pi t ± ( I TORIFY BE U ED WITH OWNERRS I WATER SERVICE TO ALL OTHER ® h ( 1 ` AL �-(� INCOMING DOMESTIC --_— POINTS OF USE - TOILETS, Q rn 0 I , WATER SERVICE TA SINKS, ETC. V I M<r) ( � i i P5 1 ( COOLER "�� ` a a i m TO SCALE NOT I -=--= -•---=—_—--_—..:.r-_.,..� ;.� -� ( (OPTIONAL) a�� O D a i j� II ( 1 10'-5" 5" I i UNDER SLAB i I i l l I G RG I R( ( I FRONT LINE CHASE t ell a I I I `LU-) _ 6 ! ! L I ! ! I I I i .............. 0 LLJ I I SER " "vI " G SALEq.-. --- , , - C-� STORE PLUMBING IN THIS STORE IS EXISTING. REUSE p V) SALES AREA I APPLICABLES S ATE F. UANDALLOCAL CODES.DE TO MEET � z >- � AREAAREA I I i i CONNECT NEW PLUMBING TO EXISTING. � @ II w I ! � o PLUMBING FIXTURE SCHEDULE - U Q MARK DESCRIPTION WASTE VENT COLD HOT < WATER WATER Z P 1 WATER CLOSET 4" 4" 1/2" - P 2 LAVATORY 2" 2" 1/2" 1/2" ka: HOT 8c COLD WATER & GAS PIPING PLAN- P 3 MOP SINK 3" 3" 1/2" 1/2" P 4 POT SINK 3" 3" 1/2" 1/2' SCALE 1 f4„=1'-0" P 5 HAND SINK 1 1/2" 1 1/2" 1/2" 1/2" * ! P C BACK BAR SINK 1 1/2" 1 1/2" 1/2'__ 1/2" ALL LINES SHOWN ARE TO BE ABOVE SLAB/CEILING U.N.O. SINK PROVIDED AS PART OF EQUIPMENT PACKAGE - PLUMBER TO MAKE FINAL CONNECTIONS. PROVIDE COLD WATER SERVICE TO FRONT LINE EQUIPMENT IN INSULATED CONDUIT cp�t UNDER SLAB UP INTO COMMON CHASE IN GE y ER AL N OTE� 00 FRONT LINE CASEWORK. N 1. ALL PREP AREA AND SERVING AREA EQUIPMENT WILL BE FURNISHED AND INSTALLED EXCEPT AS NOTED, (SEE K2 SHEET, EQUIPMENT SCHEDULE). EQUIPMENT WILL BE FURNISHED WITH TRIM AND Z7 ^Q FAUCETS, EXCEPT AS NOTED. PLUMBING CONTRACTOR SHALL n PROVIDE ALL ROUGH-IN TRAPS AND MAKE ALL FINAL CONNECTIONS. < v J Oo 2. PLUMBING CONTRACTOR SHALL FURNISH AND'INSTALL ALL GAS PIPING AND MAKE ALL FINAL CONNECTIONS. GAS PIPING TO BE 0 77 SCHEDULE 40 BLACK STEEL PIPE AND BANDED MALLEABLE IRON FITTINGS. m O 3. ALL PIPING IS SHOWN DIAGRAMMATI^ALLY, EXACT LOCATIONS SHALL 0 BE DETERMINED IN THE FIELD. EQUIPMENT LOCATIONS ARE < Q o APPROXIMATE, COORDINATE EXACT LOCATIONS WITH ALL TRADES >_ 0 L j BEFORE INSTALLATION. i[0 4. ALL PIPING SHALL BE RUN CONCEALED UNLESS OTHERWISE NOTED. SYMBOL LIST 5. ALL UNDERGROUND WATER LINES SHALL BE TYPE "K" COPPER oc GATE VALVE TUBING WITH 1/2" THICK ARMAFLEX INSULATION. 6. ALL ELEVATIONS SHALL BE VERIFIED AT THE JOB SITE, B _ I --1 GAS COCK '7. PROVIDE BACK-FLOW PREVENIE.R AT THE LOCATIONS REQUIRED BY y , e ------ C.W. - COLD WATER CODE AND ALL GOVERNING AUTHORITIES. -- --- H.W. - HOT WATER 8. COORDINATE AS REQUIRED TO ASSURE PROPER AND ADEQUATE PROVISIONS IN THE WORK OF THE OTHER TRADES FOR INTERFACE _j G GAS PIPING INSIDE FOR APPLIANCES WITH THIS SYSTEM. R� GAS PIPING OVER ROOF FOR HVAC 9. ALL WORK SHALL BE SUBJECT TO THE APPROVAL OF THE ARCHITECT. MIXED HOT/COLD WATER PIPING '10-SEE 'K' SHEET(S) FOR EQUIPMENT CONNECTION REQUIREMENTS. H.B. HOSE BIBB 11.ALL SANITARY UNDER SLAB PIPING, SHALL BE PVC. SHEET H.V.A.C. HEAT VENT AND AIR CONDITIONING UNIT '12.ALL ABOVE SLAB VENT & DRAINAGE PIPING SHALL BE CAST IRON OR COPPER. (PVC CAN BE USED IF ALLOWED BY LOCAL CODES). A.F.F. ABOVE FINISH FLOOR '13.PROVIDE WATER FILTRATION SYSTEM, BRANCH OFF MAIN LINE, FOR U.N.O. UNLESS NOTED OTHERWISE COFFEE BREWING EQUIPMENT, ICE MACHINE, POST MIX. FILE#: D04051 DATE: 04 06 05 PROJ. MGR. J.R. C .M. B. FLANNERY e a n DRIVE- OFFICE---� PREP?_ AREA v-UTILITY TO I L E T SHOWN HERE ' THRU FOR CLARITY if H R �I 0 0 I ABOVEt 1 M.S./ - LL _ P3 vR U) CONNECT TO nvy EXISTING71 I SEWERAGE00 i P2 00 ,---- - --—_ F.D. P4 _ P 6 ' '� H.O. I _ F D. i ¢ \ co _.22'-0 - --- -� P1 iM7 DOOR � r-m __ --- - - = _��_ -----� -- --- --- - ° - 'I WALK--IN �- -V--;- -�- I X�� --- - f P5 ! i COOLER o�� T.. M<rn .. _ _ ....... ..... �� .. -- - - I i : GREASE TRAP/ i 2 P3pm0 I sw V.T.R. I i i i ` I-_---- O i Cl is FLOOR DRAINS SHOWN ARE MINIMUM REQUIRED. ADD AS 10'-5" 5" I NEEDED. VERIFY W/ OWNER. VR 1 F.S. ' t FRONT LINE CHASE I , U �� i -....._.. o VR I ; F.S. it i iI - T r ' • x, �t I ! tV i vtt -__ __'-- - ---_-_, i ! i i ! NOTE: - ;-_ _- I I t-= i GREASE TRAP SHOWN INDICATES ON IS R FURNISH o F.C.O. _ �..----.-----.___.�....._...._...'' NEW APPROVED ABOVE SLAB UNIT IN CONVENIENT LOCATION. _...-------__-=. _ F.S. L; ::--; .._... INSTALL PER ALL STATE AND LOCAL CODES. W \ t--— Q O I I GREASE TRAP IS 11-IERMACO 'BIG DIPPER' MODEL �#W-250—IS, 25 p \ SERVING SALES i i i i STORE GAL/MIN, 2" IN & 2" OUT. V„ p AREA 0m AREA A REA SALES � m � I i I I PLUMBING FIXTURE SCHEDULE o LJJ MARK DESCRIPTION WASTE VENT COLD HOT WATER WATER — U Q P 1 WATER CLOSET 4" 4" 1/2" Li P 2 LAVATORY 2" 2" 1/2" 1/2" 0 Z �r VENT P 3 MOP SINK 3" 3" 1/2" 1/2" c; SOIL? WASTE, PLAN P 4 POT SINK 3" " 3" " 1/2y 1/2" Z SCALE 1/4"=1'-0" P 5 HAND SINK 1 1/2 i i/2 /2 1/2 * P 6 BACK BAR SINK 1 1/2" 1 1/2" 1/2" 1/2 " F.S. = W/AIR GAP — SAFE WASTE F.D. W/AIR GAP CUP * SINK PROVIDED AS PART OF EQUIPMENT PACKAGE — PLUMBER TO MAKE FINAL CONNECTIONS. GENERAL NOTES i. ALL PREP AREA AND SERVING AREA EQUIPMENT WILL BE FURNISHED AND INSTALLED EXCEPT AS NOTED, (SEE K2 SHEET, EQUIPMENT Q, p SCHEDULE). EQUIPMENT WILL BE FURNISHED WITH TRIM AND N FAUCETS, EXCEPT AS NOTED. PLUMBING CONTRACTOR SHALL PROVIDE ALL ROUGH—IN TRAPS AND MAKE ALL FINAL CONNECTIONS. . .. ;2. PLUMBING CONTRACTOR SHALL FURNISH AND INSTALL ALL GAS Z a p o <c PIPING AND MAKE ALL FINAL CONNECTIONS, GAS PIPING TO BE SCHEDULE 40 BLACK STEEL PIPE AND BANDED MALLEABLE IRON U O tY FITTINGS. O _ � O ;3. ALL PIPING IS SHOWN DIAGRAMMATICALLY EXACT LOCATIONS SHALL p BE DETERMINED IN THE FIELD. EQUIPMENT LOCATIONS ARE O O APPROXIMATE, COORDINATE EXACT LOCATIONS WITH ALL TRADES SYMBOI. LIST BEFORE INSTALLATION. _ LL� w SANITARY WASTE PIPING BELOW SLAB 4. ALL PIPING SHALL BE RUN CONCEALED UNLESS OTHERWISE NOTED. Q GREASE WASTE PIPING BELOW SLAB 5. ALL UNDERGROUND WATER LINES SHALL BE TYPE "K" COPPER VENT PIPING BELOW SLAB TUBING WITH 1/2" THICK ARMAFLEX INSULATION. VENT PIPING ABOVE SLAB 6. ALL ELEVATIONS SHALL BE VERIFIED AT THE JOB SITE. GREASE TRAP F.C.O. FLOOR CLEAN OUT Lij 7. PROVIDE BACK—FLOW! PREVENTER AT THE LOCATIONS REQUIRED BY CODE AND ALL GOVERNING AUTHORITIES. H.O. HUB OUTLET 13. COORDINATE AS REQUIRED TO ASSURE PROPER AND ADEQUATE F.D. FLOOR DRAIN — W/AIR GAP CUP PROVISIONS IN THE WORK OF THE OTHER TRADES FOR INTERFACE /� F.S. FLOOR SINK — W/AIR GAP — SAFE WASTE WITH THIS SYSTEM. f V.R. VENT RISER fa. ALL WORK SHALL BE SUBJECT TO THE APPROVAL OF THE ARCHITECT. V.T.R. VENT THRU ROOF 10. SEE 'K' SHEET(S) FOR EQUIPMENT CONNECTION REQUIREMENTS. SHEET I.W. INDIRECT WASTE 11. ALL SANITARY UNDER SLAB PIPING SHALL BE PVC. A.F.F. ABOVE FINISH FLOOR 12. ALL ABOVE SLAB VENT & DRAINAGE PIPING SHALL BE CAST IRON ED U.N.O. UNLESS NOTED OTHERWISE OR COPPER. (PVC CAN BE USED IF ALLOWED BY LOCAL CODES). FILE#: D 04051 DATE: 04 06 05 PROD. MGR. J.R. C.M. B. FLANNERY 2" VENT iN WALL C� ® Cf V DO NOT PROVIDE TRAP TYPICAL GAS- PIPE REDUCER FROM BRANCH PROVIDE CLEANOU'TS IN DISCHARGE INTO RECEPTOR COLD WATER SUPPLY PIPE HANGER A ON UNITS WHICH HAVE FIRED ROOF- PIPE SIZE TO UNIT CONNECTION THREE COMPARTMENT SINK WITH LEVER WASTES. , . TO WATER HEATER. J' NEXT TO PIPE TEE Pil CLEANUUT TURNS/ENDS OF PIPE. US" WITH AIR GAP SUFFICIENT AN INTERNAL TRAP, TOP AIR CON- SIZE, AT UNIT CONNECTION STUB. DWV F!TITNGS IF SIZE -' TO REMOVE GRATE AND PIPE UNION: /� SHUT-OFF VALVE BUT DO DISCHARGE DIT10NING UNIT. GROUND JOINT PIPE UNION. IS LARGER THAN 1". STRAINER. MINIMUM GAP = DIELECTRIC IF �' AWAY FROM UNIT. AND GAS SHUT-OFF COCK. 4„QlEARANCE REQ'D F SHUT-OFF ,- 0 TVdiC4 PfP£ DIAMETER. DISSIMILAR METALS i' WATTS NO. 530 THREADED PIPE TO FULL SIZE OF BRANCH PIPE. TRAINER REMOVAL SLOPE PIPE C 1/2 CALIBRATED (�I PVC ADAPTER ON RTU BRANCH PIPE, SEE FLOOR VALVE AS MUCH AS j��. WELDED STEEL EXPANSION PRESSURE I " " " GT " F POSSIBLE TANK WITH POLYPROPYLENE RELIEF VALVE 6 CONDENSATE WASTE PLAN FOR SIZE. 2 2 2 "`' TOWARD LINING, FDA APPROVEq FOR SET AT 1 p0 PSI. CONNECTION(S). BRANCH OFF REMOVABLE GREASE SAMPLING DISCHARGE. --- i DOMESTIC WATER SERVICE. E?D TOP OF GAS RECEPTACLE PORT 1 HARD COPPER 4" DEEP � MAKE CONNECTION �RELIEF VALVE BUTYL DIAPHRAGM 0 � PVC PIPE TRAP. PiPE MAIN. 3" TO EQUIPMENT �� - ,� DISCHARGE LINE AS REQUIRED. LOCATE GREASE TRAP IN CONVENIENT LOCATION, WHERE STRAINER � AIR CHARGING VALVE. TO END OVER DISCHARGE TRIPLE CAN BE EASILY REMOVED FOR CLEANING AND GREASE RECEPTACLE MAKE PIPE MINIMUM ONE SIZE VERIFY WfTH LOCAL FILL TANK WITH AIR E7 FLOOR DRAIN OR AWAY FROM u BLOCK CAN BE REMOVED FOR WASTE DISPOSAL. LARGER THAN EQUIPMENT CON-- CODES IF/WHEN TRAP PRESSURE TO MATCH JANITOR'S SiNK. SERVICE AREAS N£CTlON, MINIMUM 3/4". USE "M AND/OR VENT ARE RE- WATER PRESSURE, AIM DOWNWARD, OF UNIT OR WHERE �` 6" LONG DIRT LEG FULL GREASE TRAP IS THERMACO 'BIG DIPPER' MODEL OR "L" HARD COPPER UP TO 1" QUiRED FOR THE LENGTH THEN OPEN VALVE. - WITH 2" AIR GAP SHOWN ON PLANS. SIZE OF BRANCH PIPE PIPE SUPPORT. #W-250-IS, 25 GAL/MIN, 2" IN & 2" OUT. AND TYPE DWV' FOR LARGER. OF DRAIN PIPE INSTALLED. �� EQUIPMENT CURB MINIMUM 3" ABOVE ROOF. SEE DETAIL. ARRANGEMENT SHOWN IS SCHEMATIC. ADJUST TO SUIT FIELD CONDITIONS OR MEET LOCAL CODE REQUIREMENTS. HUBE ROUTE PiPE INCONSPICUOUSLY AND UNOBTRUSIVELY HANG SS PIPING ARRANGEMENT SHOWN IS SCHE fATTC. ADJUST TO SUIT . CAST IRON PIPE, FITTINGS AND CONNECTORS ALL AROUND SINK FIELD CONDITIONS. MAKE PIPE SAME SIZE AS TANK FITTING. PIPING ARRANGEMENT SHOWN IS SCHEMATIC. ADJUST AS REQUIRED. AND TRAP. CONNECT GREASE TRAP FROM CENTER PROVIDE PIPE AS REQUIRED. DO NOT INSULATE INDIRECT DRAIN PIPE FOLLOW MANUFACTURER'S INSTRUCTIONS FOR INSTALLATION VERIFY CONNECTION LOCATIONS BEFORE INSTALLING PIPE RUNS. P-TRAP IF GREASE TRAP iS MORE THAN COMPARTMENT: 4' WHEN INSTALLED EXPOSED iN FOOD SERVICE FACILITY. PROCEDURE. VERIFY PROPER OPERATION WHEN INSTALLED. FROM SINK. REFER TO LOCAL CODES FOR FURTHER INFORMATION. NOTE: COORDINATE INDIVIDUAL BAY DRAINAGE , AIR GAP, & DRAIN FUNNEL WITH LOCAL CODE REQUIREMENTS. 00 1 CONNECTIONS TO ROOFTOP UNIT 2 UTILITY Si N K AND GREASE TRAP 3 CON DEN SATE D R A I N 4 EXPANSION TANK� jL-=�' 0 NOT TO SCALE NOT TO SCALE NOTTO SCALE NOT TO SCALE � HOT WATER TO FIXTURES COLD WATER SUPPLY JN AS SHOWN ON PLANS ----___ g TO WATER HEATER, THERMOMETER I PROVIDE A 210' F ELBOWS TO TWO 4" X 4" X 12" REDWOOD PROVIDE FULL PORT BALL 1/2" COLD WATER I�__'� ASME APPROVED xZN SHUT-OFF VALVE ON ROUGH..IN. -- SUPPLY DOWN IN , , COMPENSATE SUPPORT ROCKS OR CCA FLASHING AND COUNTER- MINIMUM 12°' ABOVE ROOF PROVIDE FULL PORT BALL TEMPERATURE AND tDm I FOR PIPE ROT-PROOF TREATED TIMBERS. DOUBLE CHECK VALVE DCV -. PARTITION WHERE -----`-' 150 PSI PRESSURE pp I SHOWN ON PLAN. FLASHING OF VTR IS BY � I NORMALLY. EXTEND TO SHUT--OFF VALVES � EXPANSION. TOE NAIL BLOCKS TOGETHER ROOFING CONTRACTOR. I i HEIGHT OF PARAPET WHEN RELIEF VALVE tO TO PROVIDE MINIMUM 7" CLEARANCE INSTALL WATER ADAPTER AND SIX PLUMBING CONTRACTOR WITHIN 10' OF PARAPET. PROVIDE PIPE WITH TEST LEVER, 0_'S� FLASHING AND FILTER PER MAN- ! ( UNIONS, DIELECTRIC SIZED WITH CAPACITY UNDER PIPES. CONNECT PIPES FOOT LONG TO COORDINATE INSTALL. COUNTER FLASHING UFACTURER S I i �-_ �_ __ IF REQUIRED FOR PER WATER HEATER IS BY ROOFING TO SUPPORT WITH GALVANIZED SOFT COPPER I� =_�" DISSIMILAR METALS. MANUFACTURER'S INSTRUCTIONS �ROOF INSULATION it I) CONTRACTOR. / PIPE CLAMP LOOSELY CLAMPED. 1F FURNISHED TUBING TO CUBER - - --• - RECOMMENDATIONS. PLUMBING L GROUND 18"SQ. X 3/16" ROOF WALKWAY WATER INLET. 111 IiI ROOF DECK GAS-FIRED WATER MATERIAL FOR BASE, WITH ICE MACH. CONNECT TO L=--� CONTRACTOR JOINT INSTALL WHERE �-• -----�-� --------'•�j--�-�- ��� HEATER PER SPECS G -PROVIDE A HARD TO COORDINATE I I PIPE MATERIAL MUST BE ACCESSIBLE. MULTIPLE CURERS CORE DRILL; ROOF OR ANCHOR PiPE TO ROOF AND SCHEDULE. COPPER RELIEF INSTALLATION. 1 I UNION. COMPATIBLE WITH ROOF WHERE REQUIRED, PROVIDE SLEE:VF !F DECK WITH U-BOLT AROUND WH VALVE DISCHARGE n I MEMBRANE. INDIRECT DRAIN REQUIRED BY TYKE OF PIPE AND ANGLE IRON BURNER THERMOSTAT OPEN TO AT- ICE BIN o CONNECT TO CURER WELDED OR SCREWED TO AND PRESSURE REGU- LINE FULL SIZE OF II ll ROOF INSULATION AND ICE BIN DRAIN ROOF DECK: PROVIDE MOSPHERE AT FIRE STOP SEAL BETWEEN ROOF DECK OR JOIST. LATOR FURNISHED VALVE OUTLET TO II II UPPER END. OUTLETS AS REQ D. " WITH WATER HEATER. END OVER JS �� �� ROOF DECK " 3/4" " PIPE AND SLEEVE OR DECK MINIMUM 12 BELOW ROOF WITH 6" AIR GAP. 1 REFER TO INDIRECT f GAS SHUT--OFF COCK n i CUT ROOF FOR �_ 2" FS DRAIN" DETAIL FOR PROVIDE PIPE INCREASER HUBLESS PIPE CONNECTORS WITH LEVER HANDLE -' 0 0PENETRATION. ANCHOR PIPE TO ROOF DECK OR JOISTS. �� ID MORE INFORMATION. IF WHERE CODE REQUIRES A ON CAST IRON PIPE ORIF�J & GR(?UND JOINT UNION u DRAIN VALVE BY 1. REFER TO PLANS FOR PIPE SIZE(S) AND LOCATiON(S). USE MINIMUM 3 VEN-f TFIRU ROOF2 BELL.. AND SPIGOT IF PVC. " � HEATER MANUFACT. WELDED OR SCREWED FITTINGS AS SPECIFIED FOR PIPE SiZE. " PROVIDE FLOOR SiNK AT FRONT EDGE OF ICE 6 LONG DIRT LEG -�- LOCATE PENETRATION MINIMUM 18" FROM ADJACENT WALLS, WITH TOP 1/2 MACHINE, WHERE ACCESSIBLE FOR CLEANING - NOT EQUIPMENT CURBS, PARAPETS, EXPANSION JOINTS, ETCETERA. BELOW FLOOR. UNDER ANY EQUIPMENT. SLOPE FLOOR 1/2" TO RIM. REFER TO PLANS FOR VTR PIPE SIZES AND LOCATIONS. LOCATE VTR PROVIDE WATER- SET WH ON PLATFORM 2. LOCATE SUPPORTS AT TriE FOLLOWING SPACING: 1-1/2"=9', 1-1/4"=8', MINIMUM THREE FEET FROM PROPERTY LINE, OR TEN FEET HORIZONTAL `TIGHT GALVANIZED (PLATFORM BY OTHERS) PROVIDE COLD WATER ROUGH-IN AT TOP OF ICE MACHINE. SHEET' METAL 1"=7' & 3/4"=6'. PROVIDE SUPPORTS AS CLOSE AS POSSIBLE TO ARRANGEMENT SHOWN IS SCHEMATIC. ADJUST AS REQUIRED TO AI THREE FEET VERTICAL ABOVE ANY BUILDING OPENING OR FRESH PAN 2" DEEP WITH PIPING SHOWN IS SCHEMATIC. PROVIDE EACH ELBOW AND TEE. SUiT CONDITIONS. VERIFY CONNECTIONS WITH MANUFACTURER. AIR INTAKE, OR ONE FOOT FROM ANY VERTICAL SURFACE. LOCATE VTR MINIMUM 18" FROM PARAPET, EXPANSION JOINT, EQUIPMENT CURB, ETC. 1" DRAIN PIPE TO JS CLEARANCES RECOMMENDED BY MANUF., OFFSET IN CEILING SPACE WHERE REQUIRED TO MEET THESE CONDITIONS. (REQUIRED IF NOT ON SLAB SEISMIC STRAPPING. SET THERMOSTAT FLOOR:, OPTIONAL ON SLAB). AT 1207. t OF ( VTR 8 GAS WATER HEATER _5 ROOF PENETRATION 6 ICE MACHINE CONNECTiONS 7 VEN T THR U R O } �� `rwx a,,;, NOT TO SCALE NOT TO SCALE NOT TO SCALE NOT TO SCALE �- USE HARD COPPER PIPE I STUB ELBOWS ABOVE. FLOOR AT LOCATIONS SHOWN ON PLAN. BURY (SEE HVAC DRAWINGS FOR GAS VALVE CONTROL -� $ ABOVE FLOOR SLAB,PIPE ri PIPE AT DEPTH AS REQUIRED TO ACHIEVE APPROXIMATELY A 90 DEGREE DETAIL OF PIPING OF FIRE NOZZLE AIRS #10 SIZE AS SHOWN ON PLANS. BY GAS COMPANY (VERIFY) BY PLUMBING CONTRACTOR PENETRATION OF SLAB. PROVIDE A 'TEMPORARY PVC PiPE CAP WELDED PROTECTION SYSTEM WHEN VENTURI #2A TO ENDS OF CONDUIT DURING CONSTRUCTION PHASE. TRIM ELBOW AT 11ME PREPIPED IN HOOD) r OF INSTALLATION OF BEVERAGE LINES TO 6 ABOVE SLAB NORMALLY, 8 DETECTOR GAS Lo COPPER PIPE COUPLING PRESSURE TEST COCK EXTERIOR BUILDING WALL. FNTO CABINETRY. VALVE CONTROL. .p • SLAB- ' GAS METER OF CFH 1 GAS PIPE UP ONTO ROOF. FW- °Q . .,--FLOOR. o .• °' . < 4 LOOP PIPE OVER PARAPET. SEAL FLOOR PENETRATION WITH VENTURE #2A �L p CAPACITY SHOWN G SIZE AS SHOWN ON PLAN. _ FLEXIBLE, WATERPROOF MATERIAL TO 1'- m •CRUSHED ROCK �•+� ON PLANS USE BLACK STEEL PIPE. F COMPENSATE FOR PIPE EXPANSION. '- -' NOZZLE ARS #10 p V) ,• p, % , , '; % PIPE IN ANCHOR RISER TO WALL AT l VENTURI #2A Z . . CREASER TEN FOOT INTERVALS USING �" m e. . • M T OFFSET RISER PIPE CLAMPS. NOZZLE AIRS #10 0 m .°. r ......;. :: •° CO PAC -EARTH t PiPE INCREASER AND UNION I STORAGE TANK PROVIDE BYPASS VALVES �G W FLOOR VAPOR CRUSHED STRAINER PROVIDE 6" LONG DIRT STYROFOAM OR W PROVIDE ELASTOMERIC GRADE OR SLAB BARRIER ROCK HOOD MASONRY SUPPORTS UNICELLULAR SEAMLESS PAVEMENT LEG AT BOTTOM OF RISER. a- 1/2" INSULATION ON PIPE L LENGTH AS REQUIRED FRYER FLOOR SE TO BELOW FLOOR SLAB, AL o SET CONDUIT w� REMOTE MANUAL �U Q " " USE TYPE K SOFT AND TO STUB ABOVE G CABINET WITH ON COMPAC- I N PULL STATION w != COPPER TUBE WITHOUT PRESSURE REGULATOR TO REDUCE PRESSURE TO 14 WC. SILICONE. TED EARTH. T. N n Z FLOOR ONE INCH. IF HOT AND COLD WATER � TYPICAL SHUT-OFF VALVE to Z mo JOINTS BELOW FLOOR USE FOUR INCH SCHEDULE 40 PVC ELECTRICAL CONDUIT AND FITTINGS WITH SHUT OFF VALVES TO GAS 0 PROVIDE SAND PIPES ARE INSTALLED IN SOLVENT-WELDED JOINTS. USE MINIMUM QUANTITY OF FITTINGS REQUIRED. TO FRYER VALVE Z VERIFY REQUIREMENTS FOR METERING AND PIPING WITH GAS COMPANY. BACKFILL. SURROUND SAME TRENCH, SEPARATE PROVIDE LONG SWEEP ELBOWS AT BOTH ENDS, WITH MINIMUM 30 INCH RADIUS INSTALL OTHER UTILITIES MINIMUM TEN FEET FROM GAS LINE. PLUMBING GAS VALVE --• CONTROL PIPE MINIMUM 4 INCHES. THEM BY MINIMUM 12". CONTRACTOR SHALL PAY ALL GAS COMPANY FEES FOR INSTALLATION. (AVAILABLE AS ELECTRICAL CONDUIT - DO NOT USE MULTIPLE ELBOWS GAS LINE 7 USE WELDED OR SCREWED PIPE AND FITTINGS PER PLUMBING SPECS. TO MAKE 90' TURNS). PROVIDE TEST OF CONDUIT AFTER ASSEMBLY TO IF FLOOR SLAB IS EXISTING, SAW CUT IT, EXCAVATE, GAS COMPANY SHALL EXCAVATE, BACKFILL, AND REPAIR ANY PAVING VERIFY WATERTIGHTNESS. PREPARE LEAKS BEFORE BACKFILLING TRENCH BACKFIELD, REPAIR VAPOR BARRIER, AND PATCH SLAB. OR SOD FOR GAS SERVICE LINE INSTALLATION FROM MAIN TO BUILDING. WITH SAND. MAINTAIN PRESSURE UNTIL BEVERAGE LINES ARE INSTALLED. G PIPE SHALL HAVE LONG RADIUS TURNS WITHOUT KINKS. AVOID ELBOWS IN HORIZONTAL RUN IF AT ALL POSSIBLE. GENERAL CON- THERE SHALL BE NO CONTACT OF COPPER TUBE WITH TRACTOR WILL SEAL ENDS OF CONDUIT WITH FOAM AFTER BEVERAGE OTHER PIPE, CONDUIT, OR REINFORCING STEEL. LINES ARE INSTALLED IN CONDUIT. 9WATER PIPE UNDER SLAB 10 GAS SERVICE 11 PVC BEVERAGE CONDUIT 12 FIRE EXTINGUISHING SYSTEM DIAG. .� w NOT TO SCALE � � � � , NOT TO SCALE NOT TO SCALE NOT TO SCALE . 3/4" BRONZE TYPICAL BALL VALVE: 3/4" BRONZE BODY SCREWED 4 -� _ -- PIPE MAY EXTEND BACKFLOW 3 4" BRONZE BODY, ` AS WASTE OR VENT. ---- ( ' COLUMN OR p CONNECTION PRESSURE REDUC- Z ROUND SECURED GASKE EED NICKEL BRONZE ADJUSTABLE PREVENTER FULL PORT, SCREWED ING VALVE SET AT 75 PSI. CEILING SCREWED FITTINGS/PIPE G - —, I PARTITION p <C TOP WITH "co" CAST IN COVER. PROVIDE CLEANOUT TOP W/ TEST PLUGS. CONNECTIONS. IN CEILING PLENUM. - DO NOT INSTALL VALVES PROVIDE CLE D COUNTER- TEE { r-, AS SHOWN Q ( p NTH VARIATIONS SUITABLE FOR FLOOR COVERING (CARPET INSTALL SO IT PRV 1„ IN CEILING SPACE WITH SCREWED COJNTER- , ; ON FLOOR C> yyl SUNK ABS PLASTIC PLUG: (''"� p p MARKER, RECESSED FOR TIE, SCORIATED FOR UNFINISHED IS EASY TO TEST. BFp -� � —TYPICAL PIPE SUPPORT TAPERED-THREAD WITH �„__ PLAN. © L� ®-i e a x FLOORS). PROVIDE GASKETED PLASTIC PLUG iN CAST IRON BODY. USE TEFLON JOINT COMPOUND ON PLUG THREADS. EXHAUST" HOOD �ANCHOREd FROM WALL. TFE JOINT COMPOUND. � CLEAN THE TOP OF EXPOSED FCO AFTER INSTALLATION. O _�^�_ -_� '�� CLEANOUT O z O IS CONCEALED N A E '� Q MANUAL GAS VALVE FACE SHALL MEMBRANE CLAMP FLOOR SLAB ON GRADE " GAS PIPE HEADER ALONG WALL BEHIND WITH LEVER HANDLE. CHASEI I BE WITHIN >- 3/4 x 1 PLUMBING CONTRACTOR PROVIDED A ROUND 18 "FCO P COOKING EQUIPMENT, APPROXIMATELY c7 4 OF WALL �-- o < COPPER INCREASER 12" ABOVE FLOOR, WITH SCREWED SHALL INSTALL GAS VALVE GAUGE STAINLESS STEEL SURFACE. COVER NTH BEVELED I i PROVIDE 1ASREQUIRLD FOR SAME SIZE A5 SEWER TUBE 1 3/4" STRAINER: BRONZE BODY, PRESSURE FITTINGS, SIZE AS SHOWN ON PLANS. FURNISHED BY OTHERS EDGES AND FLATHEAD EXTENSION DEPTH OF SEWER _,,-SAME TO 4" MAXIMUM. WATER SCREWED, STAINLESS STEEL SCREEN, GAUGE QUANTITY AND SIZE OF CONNECTIONS _,—PIPE DROP OF SIZE AND MACHINE SCREW. i I IF REQUIRED. HUB AND SPIGOT LONG SWEEP ELBOW AT SERVICE WITH SLOWDOWN PIPED TO FIR. DRN. CAST AND PIPE END OR TURN B RUN. ENTRY AS REQUIRED A EQUIPMENT SERVED. LOCATION SHOWN ON PLAN TO 6" " PROVIDE MANUAL GAS VALVE LOCA- FLEXIBLE APPLIANCE a•' ••Q , a a FLOOR. 3/4 BRONZE STOP & WASTE VALVE, FLOOR EFD TED WHERE ACCESSIBLE BESIDE AND a a J CON- BELOW -'- COMBINATION WYE AND ABOVE SCREWED, RESILIENT SEATED, NRS. NECTOR FURNISHED SANITARY OR STORM EIGHTH BEND IN RUN. FLOOR, DRAIN OR ABOVE CONCRETE HUB AT FLOOR REFER TO PLUMBING DO NOT USE A QUARTER TURN VALVE. INSTALLED BY PLUMBING SEWER LiNE ENTER TOP OF PIPE. WITH EQUIPMENT FLOOR FIXTURE SCHEDULE --•-� CONTRACTOR WITH SWIVEL RISER LENGTH SLAB. FOR FURTHER JOINTS IN BOTH ENDS. WCO IF POSSIBLE. AS REQUIRED INFORMATION. SLEEVE ..a • . a • • a.' a •• � ° ' G �-- DIRECTIONAND LONG SWEEP AT END OF LINE <- OF FLOW CAULK. 1" x 3/4" REDUCER. FLOOR SLAB FLOOR "°-- TYPICAL 6" DIRT LEG �ry LOCATE AT BUILDING EXIT, AT ENDS OF RUNS, AT TURNS PROVIDE BACKFLOW PREVENTER OF TYPE AND MANUFACTURE APPROVED BY DIRT LEG G� �w T -'`�A `� TO 6" ABOVE FLOOR EIGHTH COMBINATION IN +PaYE AND OF PIPE GREATER THAN 45 DEGREES, AT 50' INTERVALS T EIGHTH BEND IN "� 11T, DIRECTION SHEET ON STRAIGHT RUNS, AND/OR WHERE SHOWN ON PLANS. LOCAL AUTHORITIES AND DEPARTMENT OF NATURAL RESOURCES. INSTALL PROVIDE ANY GAS APPLIANCE REGULATORS REQUIRED, OR INSTALL ANY REGULATORS RUN OF LINE. 1 I I -°e--- PROVIDE BACK FELL PER ARCHITECTURAL SPECIFICATIONS. BACKFLOW PREVENTER IN HORIZONTAL UPRIGHT POSITION. SUPPORT ASSEMBLY FURNISHED BY KITCHEN EQUIPMENT CONTRACTOR. VERIFY ROUGH-iN REQUIREMENTS i I I ' j OF FLOW LOCATE C BACK FILL WHERE THERE IS AL CLEAR AROUND. FROM WALL BRACKET OR FLOOR STAND. PROVIDE REGULATOR ONLY IF PRES- WITH KITCHEN EQUIPMENT CONTRACTOR. ARRANGEMENT SHOWN IS SCHEMATIC. ADJUST --"��`�� CONSULT LOCAL CODES FOR OTHER FCO REQUIREMENTS. SURE EXCEEDS 80 PSI - VERIFY. STRAINER AND REDUCING VALVE MAY BE TO SUIT ACTUAL CONDITIONS. ATTACH RISER AND HEADER TO WALL WITH 1" CLEAR- PROVIDE WCO WHERE SHOWN ON PLAN, AND ON SANITARY ED INSTALLED IN VERTICAL PIPE IF SPACE LIMITATIONS REQUIRE IT. CLEAN ANCE BEHIND PIPE. MAKE FINAL CONNECTION TO EQUIPMENT AS RECOMMENDED BY WASTE BRANCHES NOT SERVED WITH A FLOOR Cl EANOUT: STRAINER BEFORE TURNING BUILDING OVER TO OWNER. PROVIDE ANY REQUIRED MANUFACTURER. PROVIDE WELDED FITTINGS AND JOINTS IN ANY CONCEALED UNVENT- LOCATE ABOVE FIXTURE FLOOD RIM WITHIN 4' OF FLOOR. CERTIFICATION OF TEST OF BACKFLOW PREVENTER TO LOCAL AUTHORITIES. ILATED LOCATION. CONSULT LOCAL CODES FOR OTHER WCO REQUIREMENTS. 1 FLOOR CLEAN OU T 14 DOMESTIC WATER SER Vi CE ENTRY 1 C OOKING APPLIANCE GAS PIPE 16 WALL. CLEANOUT FILE#: D04051 DATE: 04 06 05 r NOT TO SCALE NOT TO SCALE NOT TO SCALE NOT TO SCALE PROJ. MGR. J.R. C.M. B. FLANNERY O ® Cr uJi Lam"n 'i cot - CW - -—-—- -—- --+---_---------- - ----- ------- - � ----r CEILING LINE --.._....5P....... - �..... ._� _.. _ ` 1 n_....__ . _.. ��- --�1/�" 1/Z»----- -i-�-/2,. I '1/2 11/2"� I - -1/2»....._�.....3/ ».--....i 3/ �. /2�....... ..... 1/2" 1/2 I n I I I I �' IF APPLICABLE I Q I 4 , 1 '' I ► I I 1 SOFT LC. ICE BREWER, BREW ESPRESSO ,; , FRONT LINE CASEWORK, \ it I I , I I WATER COFFEE MAKERS, ETC. I FILTER(S) TOILET POT SINK -- I t (OPTIONAL) 11/2" � 1/2 � „ OUTSIDE i MOP HAND ' 1/2 1" MIN. HOSE BIBB I LAVATORY SINK SINK METER (OPTIONAL) -------_— - . .:. ... ..... .... ..... ....__._ _........------ FLOOR LINE Ptj � Pi P2 P3 P4 P5 TO SITE OR NOTE: 1" IF TO FRONT LINE BASINK BAR ��� N MUNICIPAL FLUSHOMETER CASEWORK WATER SERVICE HOT 8c COLD WATER RISER DIAGRAM � �m� M4� Z mQ" m� CL WASTE NOTE: V.T.R. ALL FOOD SERVICE SINKS TO HAVE INDIRECT WASTE AND DRAIN TO )4" GREASE TRAP. � ! 3" r I ! _ .'`��_---- yr ---------r--„�._� _ �_ r-----�✓ � I SYMBOL LIST C------�r—= _ ------7 ---_--- .---------------------------���-------------------- _--__......-._. _-- rf rrr r�r rr t ! rr i f rr rir rr rr r'rr ! ! _. • _-•---_ MIXED HOT COLD WATER PIPING ri r ri r _....._ .... _ - -- ff f L_I... CEILING LINE -..- - {�-- - ------.....- l- �-----It I 1 ! I1 11 !i !! ! ! ----G GAS PIPING INSIDE FOR APPLIANCES it !1 !! 1 I ii !! 11 !1 ► ! GAS PIPING OVER ROOF FOR HVAC ----RG-- I I II I 1 11 It 11 tl " 11 11 11 ti 11 II " ►t " If " ►t 3 II 2,. !!1 1. 2" It 2" i! 2" 4" i�H.V.A.0 HEAT VENT RND AIR CONDITIONING 1� � � . I t 2 I t 3 I I 1 1/2 I !! I I I! 11 - / �__---_ C.W. COLD WATER u, r • u ) 1� 1 � H.W. - HOT WATER if ;i !I ! I -ba GATE VALVES 3 �F It BACK BAR It 1 Icp '3 I! ® P5 ICE 11 SINK LAVATORY II I I -- -- GAS COCY. It !I HAND P4 !! P6 !! H.S. NOSE CiIBB Zk TRAP If I _. SINK GREASE "` 11 POT SINK SEE DETAIL 2/P3 11 P2 li TOILET � �� SANITARY WASTE PIPING BELOW SLAB II Li ALL FLOOR DRAINS IN ---� !! P3 !! !! A "'�'-" - GREASE WASTE PIPING BELOW SLABtl ,IKITCHEN/ PREP AREA, H O ALL FLOOR SINKS IN = VENT PIPING ABOVE SLAB STORAGE & UTILITY MOP SINK SALES AND/ OR GREASE TRAP ROOM AREAS. F.D. 2" s SERVING AREAS. F.S. F.D. FLOOR LINE -� � � F.C.O. FLOOR CLEAN OUT �4" 1 1/2" 2" 4" H.O. HUB OUTLET w 4" 3" 1 1/2" 2" F.D. FLOOR DRAIN - W/AIR GAP CUP Q p 2" F.S. FLOOR SINK - W/AIR GAP - SAFE WASTE 4" TO SITE OR V.R. VENT RISER [Z2 O MUNICIPAL >_sw C� F.C.O. SEWERAGE V.T.R. VENT THRU ROOF m I.W. INDIRECT WASTE -' A.F.F. ABOVE FINISH FLOOR 0 w U.N.O. UNLESS NOTED OTHERWISE a SP SPRINKLER HEAD a- - SOIL, WASTE, & VENT RISER DIAGRAM U � Q oI_ PLUMBING FIXTURE SCHEDULE Z MARK DESCRIPTION WASTE VENT COLD HOT WATER WATER HVAC 1 HVAC 2 P 1 WATER CLOSET 4" 4" 1/2" ems[' P 2 LAVATORY 2" 2" 1/2" 1/2" �`'i. P 3 MOP SINK 3" 3" 1/2" 1/2" P 4 POT SINK 3" 3" 1/2" 1/2" 0 RG RG — P 5 HAND SINK P 5 BACK BAR SINK 1 1 1/2" 11 1/2" 1 * SINK PROVIDED AS PART OF EQUIPMENT PACKAGE - G PLUMBER TO MAKE FINAL CONNECTIONS. ry CEILING LINE Z GENERAL NOTES C ) o � MAY RUN UP Q 1 OUTSIDE OF WALL 1. ALL PREP AREA AND SALES AREA EQUIPMENT WILL 8E FURNISHED 0 RG AND INSTALLED EXCEPT AS NOTED, (SEE K2 SHEET, EQUIPMENT 1 EXTERIOR G G SCHEDULE). EQUIPMENT WILL BE FURNISHED WITH TRIM AND WALL 0 FAUCETS, EXCEPT AS NOTED. PLUMBING CONTRACTOR SHALL m PROVIDE ALL ROUGH-IN TRAPS AND MAKE ALL FINAL CONNECTIONS. Q ! I 2. PLUMBING CONTRACTOR SHALL FURNISH AND INSTALL ALL GAS HW I PIPING AND MAKE ALL FINAL CONNECTIONS. GAS PIPING TO BE 1 SCHEDULE 40 BLACK STEEL PIPE AND BANDED MALLEABLE IRON = to � Z 1 FITTINGS. MM GAS METER 1 1 3. ALL PIPING IS SHOWN DIAGRAMMATICALLY, EXACT LOCATIONS SHALL W BE DETERMINED IN THE FIELD. EQUIPMENT LOCATIONS ARE ! ! APPROXIMATE, COORDINATE EXACT LOCATIONS WITH ALL TRADES FLOOR LINE - ------.__._...._..._._._.. !__. ....._....t_.......... .._ ...... ._._. _. . . . _..... . BEFORE INSTALLATION. 4. ALL PIPING SHALL BE RUN CONCEALED UNLESS OTHERWISE NOTED. J 5. ALL UNDERGROUND WATER LINES SHALL BE TYPE "K" COPPER TUBING WITH 1/2" THICK ARMAFLEX INSULATION. GASPIPING RISER DIAGRAR 6. ALL ELEVATIONS SHALL BE VERIFIED AT THE JOB SITE. SHEET 7. PROVIDE BACK-FLOW PREVENTER AT THE LOCATIONS REQUIRED BY CODE AND ALL GOVERNING AUTHORITIES. 8. COORDINATE AS REQUIRED TO ASSURE PROPER AND ADEQUATE ED PROVISIONS IN THE WORK OF THE OTHER TRADES FOR INTERFACE WITH THIS SYSTEM. 9. ALL WORK SHALL BE SUBJECT TO THE APPROVAL OF THE ARCHITECT. 10. SEE 'K' SHEET(S) FOR EQUIPMENT CONNECTION REQUIREMENTS. FILE#: D04051 11. ALL SANITARY UNDER SLAB PIPING SHALL BE PVC. DATE: 04 06 45 12. ALL ABOVE SLAB VENT & DRAINAGE PIPING SHALL BE CAST IRON OR COPPER. (PVC CAN BE USED IF ALLOWED BY LOCAL CODES). PROD. MGR. J.R. C.M. B. FLANNERY �I •ems. . cJ -J O DRIVE- _ y OFFICE F PREP AREA UTILITY ---TOILET � f THRU AC 9x9 CD CEF 1 I' ii _, I --- 150 CFM � — � RO �-- ----------•--`---f�-�-.I:.. i I -_�� i I y 7 { 1 '>< Hit A 1 K ....450 �iFM �!f 115x15 CD I U 4 WA ! :!I i i s 1 R. 2-24x2 350 CFM I r^ 'f ..� j N r ~. 12"4� I _-�! I I 'L� 8 .N -__-_ - -}4 WAY_..._.. .. . I � i ' BD GRILLES j I ® � i. . 12"4yl AC-1 I 1 6 6x6 CD , AC-2 }L 5Q FM I R AC-1&2 CARRIER 48HJF0075 O -_ ..- -' l i NOMINAL - A TONS CFM `(�A I ;r_ il°� 1600 CFM (SA), _ l ) 150 MBH GAS INPUT J-, ► — A.1 1 1 --- - ----- . 1�7 DOOR .. . �.�.. -4 - ` i (� i x n i © rCN I .-<0 2 1IWALK IN t!1 L xROOF x 04 24 1 1! _c �IVENT TEF-1I OCLR O�co ROOF; I ! i =�:._ ' 'VENTi�.._ ._.__i__J 6x6 CD U -- -__.� (, - --- ! GREENHECK ASP- _ _ m 75 CFM 00 T 100 CFM, .25"SP, 950 RPM, Q I B N 24x12 i 85 WATTS, 1.14 AMPS ��O I 2 WAY I X D" I j 6x6 CD X -- — -----------._..__._ I _T , FURNISH DISCONNECT SWITCH LL u� T ---�0 O I• i " ka- 1QO CFM -.-; -- -, _----n 4 WAY Al—P 10 � . I BDi __ GRILLES GREENHECKSP-5 iI l I I ! --- - L i . I 5G CFM, .25"SP. 168 M, ` �^ D I "_-- h2"�i 12"� i ! I 46 WATTS, c8 AMPS D I FURNISH DISCONNECT SWITCH i I -- --- _.J------- ------- ----- I NI 15x15 CD 12"�b 325 FM I I I - -- 2 WA a,1 A 1—P Al —P ..�- __..-F:-�' _......_.._.... i - 1 J "! I I j ; I i GREENHECK # SP-9 150 CFM, .25"SP, 1050 RPM, 12 fd j I 129 WATTS, 1.70 AMPS ------ --. .. FURNISH DISCONNECT SWITCH i� I I i>l r - 7} I- I I I 12'0 (600 CFM I S. Lj -14 WAY I Al-P Al-P 5x15 CD ; '' �; I � 18x18 CD I I 450!CFM '-` ' I 4 0 M I —I 2 W�1Y i. -{I i I p : I i t I < � f -- -- - I i ;i i A'-1� X AI-P i i I i ! i Vv- SERVING - SALES � . : :! ► : :) i I ! C-- STOR E ❑i: ❑ .. z . . . i ,. . J I , o m m , . . . I j . I ❑ Z AREA AREA ;. . I i.'.'. SALES AREA Q i I uj L ----11------ �- -I----�- J------------- ----------- ----- --� 0- U} ._.1 V) d w I= Z MECHANICAL PLAN- z SCALE: 1/4" = 1'-0" o Q LEGEND 0-- j 7F CD CEILING DIFFUSER O � O WR WALL REGISTER GENERAL NOTES BD DAMPER ING o MOTOR OPERATED 1. MECHANICAL PLAN AS SHOWN IS MEANT TO BE DIAGRAMMATIC ONLY. EXACT LOCATION MOD PAMPER ? TO BE DETERMINED IN THE FIELD. L_ TO THERMOSTAT � W 2. ALL FRESH AIR INTAKES ON THE ROOF MUST BE A MINIMUM OF 10'-0" FROM / 1 THE NEAREST EXHAUST OUTLET; UNLESS THE EXHAUST OUTLET DISCHARGES AT THERMOSTAT (REVERSIBLE) �•.J A POINT 3'-0" HIGHER THAN THE INTAKE ON ANY EQUIPMENT LOCATED WITHIN OR W W 10'-O" OF THAT EXHAUST OUTLET. 3. G.C. SHALL COORDINATE WORK BETWEEN HVAC CONTRACTOR AND ALL OTHER TRADES. 4. ALL SUPPLY AND RETURN DUCTS TO BE INSULATED WITH 1" FIBERGLASS WRAP WITH ® TYPICAL SUPPLY DIFFUSER VAPOR BARRIER. ® EXHAUST FAN GRILL FOR TEF-1 SHEET 5. PROVIDE 1/2" ACCOUS11C LINING ON ALL SUPPLY AND RETURN DUCTWORK WITHIN 10'-0" OF UNIT. TOILET EXHAUST FAN (TEF-1) 6. ALL DUCTWORK SHALL BE RIGID COMFORMING TO SMACNA STANDARDS. FLEXIBLE SEE PLAN FOR DETAILS. DUCTWORK SHALL BE ALLOWED AT THE DIFFUSER FOR A MAXIMUM OF 6'-0" 7. PROVIDE FUSED-LINK FIRE DAMPER AT ALL FIRE/ SHEAR WALLS FOR HVAC SYSTEM. CEILING EXHAUST FAN (CEF-1) SEE PLAN FOR DETAILS. FILE#: D04051 DATE: 'D4 06 Q5 POJ. MGR. J.R. C.M. B. FLANNERY O -------- ___ - --- -- --- --- - _ LEGEND. _ �3 _ � GROUND LOOP CONNECTS TO VEHICLE Dclt:C'fOt�, IN-IERCOM 1 f _-.---------------------------. GROUND LOOP - DRIVE- --HRU WINDOW SYSTEM AND 11MER INTERFACE --- ----------- EXISTING WALL � �RFi,CE BOARD LOCATED IN OFFICE. 2" � �---__..-__.-._ TO BE REMOVED I CONNECTS BACK TO R.I.S. SYSTEM. 1 1 I CONDUIT FOR SPEAKER (IF SEPARATE:: 'POST iS USED) ALSO I EXISTING STUD WALL jNOTE: i A5 CONNECTS TO INTERCOM SYSTEM. VERIa`f WITH OWNER AND PROVIDE TIMER DISPLAY AT DRIVE-THRU AREA, { I QUtvt<IN' DONUTS CONSTRUCTION MANAGER FOR EX ACT L 2x4 OR 2xw STUD WALL ® 16" O.C. (r'i I WALL OR CEILING MOUNTED, CONNECTED BACK I I LOCATION. PROVIDE FOR 5 CAR STACKING. ALSO SEE, . •(I_ PLAN 1 t-�---- NEW STUB? WA.1 L l TO INTERFACE BOARD AT MAIN OFFICE. BY OTHERS. (MENUBOARD SHOWN HAS SPEAKER IMOI6NTED � t"- % %L�!%J 2x4 OR 2x6 STUD WALL @ 16" O.C. _------------------------------ I l INSIDE. ALTERNATE HAS ,A SE(-'ABATE SPEAKER POST). 46'-0" _-- --- --------. _ DRI El BUMP-OUT 1EOS, OFFICE- - REP -T AREA v-U TI LI TY - OI LET -- ------- -- - o DRIVE-THRU j H_ ," SHOWN HERE \\ GENERAL_ NOTES THRU r WINDOW " % I ABO SEE NOTE #11.IFOR CLARITY. --- - O M_S./ 1. GENERAL CONTRACTOR SHALL REF ER TICWRITTEN SPECIFICATIONS FOR I _ 2'-6" __- 6'-1" 12�-11" ADDITIONAL INFORMATION NOT CONTAINED IN THE DRAWINGS. _ R A T SHELVING: 12" \ �. r,,� j. 2 GENERAL CONTRACTOR SHALL P OVi�E ADEQUATE csLOCKiNG A ii --'--- S SPRAT i=~`<ACKET, PO` RACK, HAND SINKS, MOP -- -- ---- ---- --�c_� - ; - --- - - - ---_-- --...... __ . _ . - - _ I I FAUCETS, TIME CLOCK, GRAB E^,RS. LAVATORIES, �AiJC DRYERS, MIRRORS,CUSTB �'-1}"---- - -! --- :CL6C+C-a a ----- SINK, FAQ \•, ' CASH/ I r 2� OW-0 ABOVE I ! �zp ELECTRIC PANEL i I PAPER TOWEL DISPENSERS, SOAP t7iSF'ir'JSERS, OTHER ACCESSORIES, ETC. TAddLE 3 ! N' I `D I i 3. REFER TO THE 'K' DRAWING(S) FOR INFORMATION RECARDiNG THE EQUIPMENT ❑1s �DELFIELD UCR I 1 18" `1 �_ ,I 5 1 RSkG{ 5'-8" 1 BILLER I j "� I I AND EQUIPMENT LAYOUT.N I Iz 4. GENERAL CONTRACTOR SHALL. iNSTAL� Zx8" BLOCKING FOR SANDWICH STATION, r- 0 TOP OF BLOCKING ® 4'-4" A.F.F. ALSO BLOCKING FOR VDU MONITORS. I1 II 2 I - ! -__-.-_-- -.-- -- - - I I a 5. ALL TOILET WALLS AND OFFICE WALLS 1-0 HAVE ALUMINUM FACED FIBERGLASS {__ 1 \� 11'-6' >L - I o I --- i I ` 00 INSULATION. ! -� - , --- ! N F FLAT a- o 211 I I Ld 6. HANDICAP REQUIREMENTS:-LINE 0 L "' / !N CCJ I I w THE GENERAL CONTRACTOR WILL ACQUAINT HIMSELF WIITi THE HANDICAPN Y ! ROOF ABOVE io J \ w w I I I o 3 i cn REQUIREMENTS OF THE ,APPLICABLE STATE AND THE AMERICAN DISABILITIES ACT o z m ,n _ , I I (ADA) AND INSURE THAT THIS FACILITY WILL BE ACCESSIBLE. THE FOLLOWING �O Oo !-v �-'z c� CO ! r.'' -I I w IS A PARTIAL LIST OF REQUIREMENTS: i wo a� ,, ;-, N wom ? ^ I I I o 1. AISLES MINIMUM 36" WIDE. U� r'� ;wErrom -, I U`n °D 6'-1' ! I 1 [[�� 0 2. CURB CUTS PROVIDED AT HANDICAP PARKING SPACES. W`t ipt� = ow , _J 15 0 ;' zZ UJ _ �}' ! I I 0 3. MAX. SLOPE OF 5% OR 1:20 IN ALL PARKING LOTS AND ON SIDEWALKS, �: w �ozc� _.I <K n- `' I I I I �ALK-I N ! ALL OTHER AREAS WITH GREATER SLOPE WILL BE CONSIDERED A RAMP. r jL � -coo =cJi� 1 i ! I i i i 4. SIDEWALKS WILL BE A MINIMUM Oi' 4'-0 WIDE. Z I oN X ! 1 I COOLER N x N IL 0o zw '� d 18'_3" N I\ I w 5. RAMPS HAVE TO HAVE A MAXIMUM SLOPE OF 1:12 WITH HANDRAILS AT p�cD ��� / ���) W12x22 ; " ' I (8'x20') 34" AND 19" ABOVE THE FL OOR CN BOTH SIDES AND TO EXTEND MQ� I - r'� STEEL BEAM ' Lill ! BEYOND THE TOP AND BOTTOM OF THE RAMP A MINIMUM OF 1'-6". 0 �� TAYLOR , or,?. � I -f , - __STEEL - --- - ---- � z 6. ALL DOORS WILL HAVE A MINIMUM, OF 1'-6" CLEAR ON THE LATCH ��o� `� I� - -; 2X6 WALLo (PULL SIDE OF THE DOOR. (EXCEPT IN CERTAIN STATI~5 WHERE IT !I I- ---------- ��342t_ .------------ )N UNE OF FLAT I Q WILL BE 2'-0")- REACHIN I I w 7. DOOR MATS AND THRESHOL DS T'v` 3E A MAXIMUM OF 1/2" HIGH. �_ ---_ -_-- GATE 11 14'-0" _ FREEZER ' ROOF ABOVE _ I I 0 8. DOOR HARDWARE SHALL B . MOUi�-IED BETWEEN.: 36" ,AND 42" ABOVE 2 COOLER 1 I i THE FLOOR. fi I CUSTOM 3'-8" II / 4 i� i 9. DOORS TO HAZARDOUS AREAS TO HAVE KNURi_irD HANDLES. p o �i a I BEV. CTR. I I �l 10. TOILETS: W UCR / --- -- - I 18'-0" , ;nl w 1� -- L CONDIMENTS �� " „ PER D.D.C.M. 2X6 WALL , (� ( 3 1/2 x3 1/2 x1/4 THICK -- ► I _ A. LAVATORY TO HAVE !-EVER HANDLES, SPRING rAW;ETS OR SELF TRASH BELOW TUBULAR STEEL COLUMN METERING FAUCETS. 2'-6" w Nco STATION/ UJ " TYPICAL, 2 PLACES I B. BACOASlDE OF THE T HOOK 54" A8 NDICAPVE ESTALOL DO'R, 6E= EnOUiJTED ON THE I CE CADDY ---- - 8-4 --- I I -� C. LOCATE THE WATER CLOSET 18" FROM Tl E CENTER LINE OF THE UNDER O - - FIXTURE TO THE WALL• THE SEAT WILL BE: 1, TO 19" ABOVE THE t° 4-6 W10xl7 STEEL"BEAM/ 5 -O FLOOR TO THE TOP OF SEAT.3 1/2"x3 1/2 xl/4" THICK D. PROVIBARS,DE 11 oFROMONG THE xWALL WITHUONE rBEHIND ATR PENNED 6" FROM TH BTUBULAR STEEL COLUMN 17� TYPICAL, 2 PLACESWALL AND ONE ADJj,CENT t0 AT 12" FROM THE �P;ALL 33"-36"w '01 PARALLEL TO AND fi.BOVE HE FLOOR. WMEiJ A TANK PREVENTS THIS LOCATION OF REAR GRAB BAR INSTALL GRAB BAR 3" ABOVE ¢ ® �� THE TANK. ® O 4 E. LAVATORY TO Ear. MO NTEi� 2" ABOVE 'i IE FINISHED FLOOR TO RIM m °p P� I WITH KNEE SPACE C> 30" tJ WIDTH AND 27" IN CLEAR HEIGHT. �� J TENSA BARRIER I s �<<v CASH ---- o J / ~-.� �, F 7?_'TTO TOP. 36" AEO\E: SHE FINISHED FLOOR (TO BOTTOM) AND 3 A CC x r NN / a z ¢ � / G. DISPENSERS TO BE 1'`� G I vl0l+{�TI:C A MAXIMU�r, OF 42" ,ABOVE THE FLOORITC ALL OPERATINGOR DISPENSING SLOTS.® H. TOILET PAPER DISPENSERS MOUNTED 19" TO CENTER LINE ABOVETHE FLOOR.11 SIGNAGEB SHAH LRCOMPLY WITH THE (ADA).R LOADING ZONES, RAMPS, AND y! � w Ne ow w >2 - 12. ON TOILET DOOP,(S), SIGNAGE IS REQUIRED WITH RAISED LETTERS AND W �a Q - BRAILLE INDICATING "MEN" OR "WOMEN". MOUNT 5' CENTER AFF OPENING SIDE OF DOOR. SIMILAR SIG NAGE REQUIRED IF BUTTONS PROVIDED. 3'-0" FLIP - 7. FURNISH ALL LABOR AND MATERIAL NECESSARY FOR THE COMPLETE `D m OPEN GATE INSTALLATION OF CEMENT BOARD BACKING FOR F.R.P. AND CERAMIC TILE. I z d i -- TYPICAL SUBSTRATES FOR INTERIOR WALLS SHALL BE .AS FOLLOWS: icy --- /i A. PREP AREA AND STORAGE AREAS: 0'-0" TO 3'--0": 5/8" DUROCK CEMENT " " LLI i ! BOARD, 3'-0 & ABOVE: 5/8 PLYWOOD. I- ci7 I ! I ! 0 0 ! B. SERVICE AREA: 5/8" MIN. PLYWOOD Q SERVI - _ SALES ! � ! C- SORE �..;__ - 1 C. SALES AND SEATING AREAS: GYPSUM BOARD ' I - 8. GENERAL CONTRACTOR TO PROVIDE FOR P.O.S SYSTEM AS SHOWN ON o III i NI THE FOLLOWING CONDUITS; AREA i I SALES AREA I ' ELECTRICAL DRAWINGS OR, AT x 3 jUN fl,l AREA I ! I ' I I i i A UP 1 WALL TOFABOVI_ CEILING. ,ZINC ION BOX LOCATED BEHIND OFFICE DESK m I ! I ! I B. FROM A HUB IN THE: FRONT Lif,4E CHASE UNDER SLAB TO BACK WALL PROVIDE A 2 1 2" CONDUIT W;H 2'-0" SWEET'S AT ENDS. TERMINATE � zp ----------- - ----------- ------------- W I - -_ - - - - -.... .--_.._.------._......_._._........ _ ......_. . }_ ...._ ._- -- ___ __ C ABOVE CONDUIT CEILING. BEHIND TT!E DRIVE THRU CASH STATION UP WALL TC C I I - - 4'-0". j 3'-4" 5'-3"� 6'-4" -- 1 6'-0" 1 6'-4" - __ 5'_3"_.___-�._3'-4"_...., _.__._..4'-0" CHASE AS REQUIRED SO NO WIRING - ABOVE CEILING, USE 2'-0" SVvr£rS AT BOTT01 70 SIDE NEAREST FRAME J --_ _.__ ._; WALL IF WINDOW BEHIIJG PROVIDING V) D. 2x4"BENDSELECTR CAL BOX 6'-0"RADIUS. plA.l .F. WITH 1" CONDUIT IN WALL TO ABOVE 8,-6" _ 7-0" I 8'-6" 10'-9" , , - CEILING CENTER 32"x32"x3/4" PLYWOOD BLOC�C'NG iN WALL FOR VDU NI 46'-0" NOTE THAT THE MAXIMUM CONNECTION LENGTH BE T:4lEEN A VDU(S) AND ITS O DEDICATED CPU IS 75°-0" AND ONE TELEPHONE TACK IN OFFICE 0 A ISDN LINE. NOTIFY DUNKIN` DONUTS IF NOT REGIONALLY AVAILABLE- 9. NOTE: "P.O. ." ALL POWER OUTLETS FOR P.O.S. DEVICES ARE DEDICATED CIRCUITS WITH THIRD WIRE ISOLATED GROUND. AN IG IS AN INSULATED ° FLOOR PLAN- WIRE, SEPARATED FROM ALL OTHER GROUND WIRES, RUNNING FLACK TO THE BUILDING MAIN OR COMPLEX POWER PANEL. NEMA STANDARD L5-15R I.G. FOR RECEPTACLE AND PLUG. USE OF IG DUPLEX OR QUADPLEX OUTLETS: SCALE: 1/4" = 1'-0" (I.E.. HUBBELL IG-5262. IG--5362 OR EQUIVALENT). 10.GC. SHALL NOT PROCEED WITH, CONSTRUCTION UNTIL V.D.U. LOCATIONS ARE I --� -- - - DETERMINED. 11. HOT WATER HEATER TO BE THE ",ENTLr`>S OR SELF--'VEN-In IG TYPE. IF SELF- M ; z ! - r VENTING, RUN VENT TO OUTSIDE WALL- ELECTRIC HOT 'WATER HEATER IS OPTIONAL. � L- J �\ 12.PLANS COVEREDALL FOR WITH GYPSUMGO1TiERVE USFLASS �i IN WALLS.FOIL FACED, ALLACESiNGRNSULATIAFT FACED IF ON TO N 19 BE FOIL FACED. U ~MAX. 13.DIMENSIONS SHOWN ARE TO THE FACE OF FINISH. 14.THESE PLANS ARE BASED ON MINIMUNs ALLIED DOMECQ CORPORATE DESIGN zO A Q i \ " REQUIREMENTS. THE STRUCTURAL DESIGN, FOOTING DESIGN, ADA COMPLIANCE 1'-10"t 1 PVC CONDUIT FROM GROUND LOOP-' I -.---�- 1 ���' I TO BUILDING FOR DRIVE-THRU TIMER MAX. ADA GENESTATRAL BUILDING CAL REQUIREMENTS HAVE BEEN EVALUATED TO MEET ALL O ° t I o I NOTE: SEE ADQSR WEBSITE, 0 ; 15.IF BOLLARDS ARE REQUIRED, G.C. WILL PROVIDE 6"� CONCRETE FILLED PIPE AT _j 0 7 jQ www.adrus.com/extranet, FOR LOCATIONS SHOWN ON SITE PLAN. m I N g 1 °O COMPLETE INSTALLATION ALL BOLLARDS PRIMED (1) COAT, PAINTED (2) COATS WHITE. BOLLARDS 3'-O" p O INFORMATION AND DETAILS \ / ABOVE GRADE AND SET !N CONCRETE TO AT LEAST 3'-0" BELOW GRADE. z 1 0 3 TEMPERED ��` �/ I I SAFETY GLASS IVES VIE B26D 1 GROUND LOOP 160' VIEWER ! ---- VEHICLE DETECTOR I PEEP HOLE y MAIL DOOR SCHEDULE -� 1 ) BUILDING �� % Elll Q 3'-6 MIN. �� SLOT ® MARK SIZE TYPE MATERIAL DOOR FIN. FRAME DETAIL THRESHOLD HARDWARE FRAME F!N!S REMARKS - - - TNT 0 ' I 2'-7" --- �\ OFFICE /.. ! nP I Fl N0. W x H TNT EXT NO. SET N0. E}_T( NOTE: PROVIDE PVC CONDUIT o ONLY EQ. EQ. q FACTORY ALUMINUM - # 1 3'-O"x 7'-O"x " " ALUM. AND ALUMINUM 1 FACTORY CLEAR ANODIZED CID I ! _ 1 1 3 4" GLASS _ 1-1/2" x 4-1/2- SPRING HINGE FOR ALL NEW LOCATIONS; i� _ _ EQ. EQ. o 3__0 x 6'_g°X SOLID CORE ST-21 HOLLOW P-34 " SAW-CUT AT EXISTING I _ LOCATION WHERE NECESSARY \ �, 2 _ 1 I4A B� BIRCH ST 23 METAL 1/A2 NONE T i�Z " � 3-6" � UNDERGO / � 1 _0 - - I \ _ .. 3'-0"x 6'-8"x B P„ SOLID CORE ST-21 HOLLOW 1/A2 NONE #3 -30 I UNDERCUT 1/2" �-"`--_ --- / 16" 3 1 3 4" BIRCH ST-23 METAL _ _ --------.__._.--_-..._. �J / / MIN. _ 3'-6"x 6'-8" "C. HOLLOW P-30 HOLLOW - P-30 * WELDED FRAME; APPLY 1 x 4 CASING SHEET CONCRETE AREA OF- 4 1 3 4" C METAL P-22 METAL 1/A2 ALUMINUM # P-2.2 PAD DRIVE-THRU A i3 C D 2'-6" "x 6'-8" x "D" WOOL) ST-21 HOLLOW 1/A2 NONE ** P-30 UNDERCUT 1/2" TOILET DETAILS WINDOW __ - 5 1 3 4 LOUVER 5T-23 METAL .� SCALE: 1/2" = 1'-0" LCURB _ * >TANLEY OR EQUAL METAL DOOR/!NO GLASS; ** DOOR FROM UTILITY ROOM TO STORAGE AREA. D R i VE-TH R U WINDOW DOOR TYPES S PAINT PER ELEVATIONS 1 1/2 PAIRS HAGER #1250-26C.� SPRINGHINGES NOTE- 1 LOCKSET, SCHLAGE D80RD LEVLON 626 TOILETS HAVE BEEN DESIGNED TO COMPLY NOTE; VERIFY ALL DOOR SWINGS ON FLOOR PLAN 1 WALL RACK., RUBBERMAID #'t990- "HANDLER" WALL RACK FILE#: D04051 WITH ALL APPLICABLE STATE AND A.D.A. DATE: 04 06/05 REGULATIONS. PROJ. MGR. J.R. C.M. B. FLANNERY TO VVN F BARNSTABLE BUILDING PERMIT APPLICATION y, Map _ Parc 15 J Application # Health Division Date Issued Conservation Division Application Fee 10�• �4 Planning Dept. Permit Fee Date Definitive Plan Approved by Planning Board Historic - OKH Preservation/Hyannis Project Street Address S c // Village Owner S Ah" C 0 "10 Address .10 k"4e► ,,<c ST Telephone rj �-7 d ©92 C O-X I ;35 Permit Request ` 14 k l .LVli C`4�rr�� -S Square feet: 1 st floor: existing proposed 2nd floor: existing proposed Total new Zoning District Flood Plain Groundwater Overlay Project Valuation VC,00.00 Construction Type-1-P1,6 Lot Size Grandfathered: ❑Yes ❑ No If yes, attach supporting documentation. Dwelling Type: Single Family ❑ Two Family ❑ Multi-Family(# units) Age of Existing Structure Historic House: ❑Yes ❑ No On Old King's Highway: ❑Yes C3 No Basement Type: ❑ Full ❑ Crawl ❑Walkout ❑ Other Basement Finished Area(sq.ft.) Basement Unfinished Area (sq.ft) Number of Baths: Full: existing new Half: existing new Number of Bedrooms: existing _new Total Room Count (not including baths): existing new First Floor Room Count Heat Type and Fuel: ❑ Gas ❑ Oil ❑ Electric ❑ Other Central Air: ❑Yes ❑ No Fireplaces: Existing New Existing wood/coal stove: ❑Yes ❑ No Detached garage: ❑ existing ❑ new size—Pool: ❑ existing ❑ new size _ Barn: ❑ existing ❑ new size_ Attached garage: ❑ existing ❑ new size _Shed: ❑ existing ❑ new size — Other: Zoning Board of Appeals Authorization ❑ Appeal # Recorded ❑ Commercial Qr4res ❑ No If yes, site plan review# Current Use DU n 414 aO HA< Proposed Use gffk.►-� APPLICANT INFORMATION (BUILDER OR HOMEOWNER) Name <STtZy-ct, Q: A-Ai 1�7 Telephone Number Address . License# C S" 0 7 Y? 7 Home Improvement Contractor# Email 04VA4 P 47 �1�aH��z���r��(lS . ,�v►� Worker's Compensation # //Aa f? -7,fl :3 3.2 ALL CONSTRUCTION DEBRIS RESULTING FROM THIS PROJECT WILL BE TAKEN TO SIGNATURE „�( DATE REVIEWED FOR DESIGN CONFORMANCE ONLY ADDRESS . APPROVAL FOR THESE PLANS BY DUNKIN' BRANDS DOES NOT IMPLY THAT 156 IYAN N O U G H ROAD K; DUNKIN' BRANDS HAS REVIEWED THEM FOR CONFORMITY TO APPLICABLE s. CODES OR REGULATIONS ®❑ APPROVED HYAN N I S � MA 02601 � ❑ APPROVED AS NOTED: Submit Record Copy for Archives YYY D ¢? ❑ DISAPPROVED AS NOTED: Revise and Resubmit ❑ INCOMPLETE INFORMATION: Add requested Informaton and resubmit R OWNER: �s DUNKIN' BRANDS Date: Construction Manager O D O SALV I CO UTO Notes: _ COUTO MANAGEMENT GROUP ;, 169 MAIN STREET p � V O o O STONE HAM , MA 02180 Nn .......... ABBREVIATION INDEX INDEX OF DRAWINGS ADA STATEMENT BUILDING DATA FM & AND GA. GAUGE Q.T. QUARRY TILE I HEREBY CERTIFY THAT THE PLANS AND DRAWINGS FOR THIS USE GROUP: A2 z �, ® AT GALV. GALVINIZED QTY. QUANTITY '`�► A/c AIR CONDITIONING GYP. BD. GYPSUM BOARD R.A. ALLIED DOMECQ T-1 TITLE SHEET/ ARCHITECTURAL DATA PROJECT WERE DRAWN IN ACCORDANCE WITH ALL FEDERAL, TYPE OF CONSTRUCTION: TYPE IZ B a 4 A.D. AREA DRAIN HDWD. HARDWOOD RAD. RADIUS T-1 .1 NOT USED STATE AND LOCAL LAWS, INCLUDING, BUT NOT LIMITED TO, THE N NO A.F.F. ABOVE FINISH FLOOR HDR. HEADER REF. REFRIGERATOR AMERICANS WITH DISABILITIES ACT (THE "ADA") THE ADA STORIES: 1 Cn m 0 SP-1 NOT USED � < I I --� ALUM. ALUMINUM H.M. HOLLOW METAL REINF. REINFORCING ACCESSIBILITY GUIDELINES AND ANY STATE OR LOCAL ALLOWABLE FLOOR AREA: 6000 S.F. �^ � cl_z�. ALT. ALTERNATE HORIZ. HORIZONTAL REV. REVISION SP-2 NOT USED ACCESSIBILITY CODES, REGULATIONS, OR STANDARDS ; , a) _ APPROX. APPROXIMATE HGT. HEIGHT REQ'D REQUIRED BUILDING ACTUAL FLOOR AREA: 1710 S.F. If , , ' BD. BOARD I.D. INSIDE DIAMETER RESIL. RESILIANT SP-3 NOT USED _= EDUNKIN DONUTS ACTUAL FLOOR AREA: 932 S.F. BLDG. BUILDING INSUL. INSULATION RM. ROOM Date: SP-3.1 NOT USED w BM. BEAM INT. INTERIOR R.O. ROUGH OPENING ARCHITECTS SIGNATURE HERE �, try <Ldz Lj- BSMT. BASEMENT KIT. JOINT SEC. SCHEDULE SS-1 NOT USED DUNKIN' DONUTS OCCUPANCY LOAD: Uj m o D V BT1AM. BETWEEN KIT. KITCHEN SEC. SECTION f BOT. BOTTOM LAM. LAMINATE S.F. SQUARE FOOT AB-1 AS—BUILT FLOOR PLAN DUNKIN BRANDS REFERENCES FIXED SEATS: 0 PERSONS C.L. CENTER LINE LAV. LAVATORY SHT. SHEET 1 C.T. CERAMIC TILE LT. LIGHT SIM. SIMILAR D-1 NOT USED EMPLOYEES: w CLG. CEILING MAS. MASONRY SPEC. SPECIFICATION 5 PERSONS A-1 FLOOR PLAN; SCHEDULE; LEGEND; NOTES DUNKIN' BRANDS SPECIFICATION BOOK (REV. 08/05/14) '�' CLOS. CLOSET MAX. MAXIMUM SQ. SQUARE TOTAL OCCUPANCY: 5 PERSONS Q CM CONSTRUCTION MGR. MECH. MECHANICAL S.S. STAINLESS STEEL A-1 A NOT USED NATIONAL ACCOUNT SOURCE (REV. 03/17/15) j CMU CONC. MASONRY UN11 MTL. METAL STD. STANDARD A-2 NOT USED INFORMATION BOOKLET COL. COLUMN MFR. MANUFACTURER STL STEEL - ---- ------ FLAME SPREAD: z CONC. CONCRETE MIN. MINIMUM STRUCT. STRUCTURAL DUNKIN' BRANDS EQUIPMENT (ISSUED 2014) CONT. CONTINUOUS MISC. MISCELLANEOUS SUSP. SUSPENDED SPECIFICATION BINDER FREEZER CORE MATERIAL: 25 -� CONST. CONSTRUCTION M.O. MASONRY OPENING TEL. TELEPHONE A-3 NOT USED DEPT. DEPARTMENT MTD. MOUNTED THK. THICK FREEZER METAL PANEL: 25 �� m A-4 NOT USED 1999 FDA FOOD CODE (ISSUED 2013) � �sj. rs Z DTL. DETAIL N.I.C. NOT IN CONTRACT THRU THROUGH SMOKE DEVELOPMENT RATINGS: D.F. DRINKING FOUNTAIN NO. NUMBER T.O.P. TOP OF PLATE A-5 NOT USED , DIA. DIAMETER NOM. NOMINAL T.O.S. TOP OF STEEL FLAME SPREAD AND SMOKE DEVELOPMENT RATINGS FOR INTERIOR WALL AND FREEZER CORE MATERIAL: 250 r F. A—SALT NOT USED Q- DIM. DIMENSION N.T.S. NOT TO SCALE T.O.SL TOP OF SLAB CEILING FINISH MATERIALS, (INTERIOR FINISH CLASSIFICATION: III/ 76-200): FREEZER METAL PANEL: OVER 500 DISP. DISPENSER O.A. OVERALL TRT. TREATED A-6 NOT USED MATERIAL FLAME SPREAD SMOKE BASED ON THE FOLLOWING CODES zip -� DN. DOWN O.C. ON CENTER TYP. TYPICAL DR. DOOR O.D. OUTSIDE DIAMETER V.C.B. VINYL COMPOSITION BASE A-6.1 NOT USED RATING DEVELOPMENT INTERNATIONAL BUILDING CODE, 2009 EDITION, WITH AMENDMENTS D.S. DOWN SPOUT OPNG. OPENING V.C.T. VINYL COMPOSITION TILE FIBERGLASS REINFORCED PANELS 175 135 INTERNATIONAL PLUMBING CODE, 2009 EDITION, WITH AMENDMENTS DWG. DRAWING OPT. OPTIONAL VERT. VERTICAL A-7 NOT USED VINYL WALL COVERING 5 5 INTERNATIONAL MECHANICAL CODE, 2009 EDITION, WITH AMENDMENTS - -� —� INTERNATIONAL ENERGY CONSERVATION CODE, 2009 EDITION, WITH AMENDMENTS EA. EACH PL. PLATE V.I.F. VERIFY IN FIELD A-8 NOT USED PLASTIC LAMINATE 30 200 INTERNATIONAL RESIDENTIAL CODE 2009 EDITION WITH AMENDMENTS (NOTE: w � EL. ELEVATION P.LAM. PLASTIC LAMINATE V.W.C. VINYL WALL COVERING ' ' I ENAMEL PAINT ON TRIM DOOR 5 ELEC. ELECTRICAL PLUMB. PLUMBING W/ WITH A-9 NOT USED TTL E REQUIREMENTS FOR AUTOMATIC SPRINKLER SYSTEMS IN ONE- AND Q o � EQ. EQUAL PLYWD. PLYWOOD W.C. WATER CLOSET FRAMES, WOOD SHELVING �+ NATIO ELECTRICAL CODE, 2008 EDITION, WITH AMENDMENT o EQUIP. EQUIPMENT PR. PAIR WD. WOOD A-10 KEY PLAN; INTERIOR ELEVATIONS; SCHEDULE WOOD STAIN NATURAL WOOD SURFACES 5 y EXIST. EXISTING PROP. PROPERTY W/o WITHOUT A-11 NOT USED CLEAR SEALER NATURAL WOOD DOORS 5 Z >- ° ACCOUSTICAL CEILING TILES 2 EXT. EXTERIOR P.S.F. PER SQUARE FOOT WP. WATERPROOFING _ F.D. FLOOR DRAIN P.S.I. PER SQUARE INCH wT. WEIGHT A-12 NOT USED J _ . L,, FIN. FINISH PTD. PAINTED WWM. WELDED WIRE MESH �\ J° O FL. FLOOR P.V.C. POLY VINYL CHLORIDE K-1 EQUIPMENT PLAN; BACK BAR ELEVATION F OF G ��v FT. FOOT K-2 EQUIPMENT SCHEDULE Vl_ '�~ DUNKIN ' BRAN SEATING: w FURN. FURNITURE K-3 EQUIPMENT SCHEDULE D S DATA o Z I s ti — K-4 EQUIPMENT SCHEDULE # OF TABLES 0 0 M-1 NOT USED STORE DIMENSIONS: (DUNKIN' DONUTS ONLY SQ. FOOTAGE # OF BARRIER FREE SEATING UNITS 0 z .� M-2 NOT USED RETAIL SERVICE AREA 440 SQ. FT. 0 ` # OF SEATS AT TABLES (INCLUDES HCP) � M-3 MECHANICAL HOOD DETAILS SALES AREA 246 SQ. FT. TOTAL # OF SEATS 0 E-1 NOT USED OFFICE 40 SQ. FT. GRAPHIC SYMBOLS E-2 NOT USED <1 BACK ROOM AREA 206 SQ. FT. E-3 NOT USED Al SECTION NUMBER FINISH NUMBER Q -- w w 202 Ell E—4 NOT USED a LL __... SHEET NUMBER P-1 NOT USED o �--� " SECTION FINISHES P-2 NOT USED Q U� DETAIL NUMBER 932 SQ. FT. IMAGE TYPE: o ( H P-3 NOT USED TOTAL: o z z I DETAIL 301 SHEET NUMBER P-4 WATER FILTRATION SYSTEM DETAILS SINGLE BRAND DD o Z REST ROOMS: m z �` L + P-4.1 NOT USED NUMBER Q Lj_j I Li LO DETAIL PARTITION KEY q P-5 NOT USED NUMBER OF RESTROOMS 1 — EXISTING SIGNAGE: �— ¢-- - Q DOOR MARK P-5.1 NOT USED PUBLIC ACCESS TO REST ROOMS Y NOTE: ALL SIGNAGE TO BE DUNKIN' DONUTS LATEST DESIGN _ —�-- AND SUBJECT TO APPROVAL BY TOWN AND LANDLORD. �_ } HANDICAP ACCESSIBLE Y SIGNAGE FILED UNDER SEPARATE PERMIT BY DUNKIN' I PARTITION TYPES DOOR DONUTS SIGN MANUFACTURER. B DRIVE—THRU: I D100 EQUIPMENT TAG COLUMN REFERENCE GRIDS YES/NO YES NUMBER OF DRIVE THRU WINDOWS 1 SHEET O 40 OR MENU BOARD SIZE (SINGLE, COMBO) EXISTING DRAWING NOTES INTERIOR ELEVATION INDICATOR CAR LENGTHS FROM MENU TO WINDOW 5 WALK IN FREEZER/ COOLER: d STACKING (TOTAL # OF VEHICLES) SEE SITE BY OTHERS B#: D1 �'r1 �� -- _ ESCAPE LANE BY SITE ENG. REMOTE COMPRESSORS REQUIRED Y JO JO 3417 ' DRIVE THRU TIMER SYSTEM BY DUNKIN' DONUTS DISTANCE FROM COMPRESSOR TO BOX ±25' DATE: 11 06/15 W_...�. C.M.:VERNON LANGLE f N _i GC7.r._. DRIVE - - OFFICE REP AREA UTILITY TOILET cl _THRUIN Va POS wY ELECTRIC PANELS 1 FE] FREEZER COOLER 14"x 0 24" z { � ° RACK Z ° 0 wLL- `n Q w I 0 0 w w U Y a I z J N wE� w m np Q m H Z I -i ` co EDN UzL_C 0 7 DOOR�� =C z WALK— IN O wLLJ 0-_o Q COOLER o (8x20 ) Zo A zz ® 0 W ro 0 � m� Q oO0a 1 VVI— ) 0 O o 2 v Z OLLJ i Q P7 0 4 U O Q CONDIMENTS a- A . V-c" ) 0� TRASH BELOW j J Elio o w DUNK.11 I U W Lwi Li N _U W 'co 01 a a cc,--~J . _-...----- / Y LJ �m � v� < F.TENSA BARRIER G P� � CASH �� cn J��� S 04 Z of w a toLLI 00 J Q R V) Y Lwi W U Tl1C tY] Q LL_ V) �) m 0 0 m U Iz , — Ln W \ Q O SERVING SALES C - STORE AREA AREA SALES AREA om � ® ® ® ® � L>LJ can Fy- J U Q AS - BUILT PLAN o z SCALE: 1/4" = 1'-0" o Z i I� W rJ^ Q O W O z0 � J``Z_ O O O - Z z z u —� W Lc) Ca Z � m V J SH EET AB JOB#: D14135 PC#: 341791 DATE: 11 /05/15 C.M.:VERNON LANGLE' (2)VDU'S D-T Timer&Expeditor 35-0" 70.58 `° I ;--------, c� 110 �� ; - 0,4 o �_ LEGEND. GENERAL N0TES14[ o118 0 ® 0 aU ���°� � 2x4 OR 2x6 STUD A. GENERAL CONTRACTOR SHALL REFER TO WRITTEN SPECIFICAl10NS FOR� i WALL ® 16" O.C. ADDITIONAL INFORMATION NOT CONTAINED IN THE DRAWINGS. ' a?------------------ B• REFER TO THE 'K' DRAWING(S) FOR INFORMATION REGARDING THE EQUIPMENT' AND EQUIPMENT LAYOUT. "c 120P' 201A moo" """ Hot NEW STUD WALL C. GENERAL CONTRACTOR SHALL INSTALL 2"x8" BLOCKING FOR SANDWICH STATION, 70.6 DMB ICE �y ESPRESSqhocolatE� y 9'-6" I�011b'1SFUMO Sink 2x4 WALL ® 16" O.C. TOP OF BLOCKING © 4'-4" A.F.F. ALSO BLOCKING FOR VDU MONITORS. SEE NOTE#4 D/T COFFEE STATION SOd 1/a 46"DMB Needs 172"Lwid26"H 171E DRIVE —VE D.GENERAL HANDICAP REQUIREMENTS: SERVING AREA THE GENERAL CONTRACTOR WILL ACQUAINT HIMSELF WITH THE HANDICAP o REQUIREMENTS OF THE APPLICABLE STATE AND THE AMERICAN DISABILITIES ACT 5'-0" 9'-6" TH R U SCOPE 0 E WORK NOTES (ADA) AND INSURE THAT THIS FACILITY WILL BE ACCESSIBLE. THE FOLLOWING IS POS STATION COFFEE STATION p A PARTIAL LIST OF REQUIREMENTS: SANDWICH STATION E (EXISTING) 1- AISLES MINIMUM 36" WIDE. 1A 1- 102A 215A ___ _ z 1. EXISTING FLOOR TILE TO REMAIN; 3. MAX. SLOPE OF 5% OR 1:20 IN ALL PARKING LOTS AND ON SIDEWALKS, ALL r U. __®____ - - 217 // m 2. NEW WALL FINISHES IN ALL AREAS OTHER AREAS WITH GREATER SLOPE WILL BE CONSIDERED A RAMP. 215 244 213A 12A // 70 4- SIDEWALKS WILL BE A MINIMUM OF 4'-0" WIDE, WITH A 5'x5' PAD IN FRONT �. ATE/ HAND- F 215 m 0 AS SHOWN IN INTERIOR ELEVATIONS. OF EXTERIOR OUTSWINGING DOORS PER CODE. _-___ N 3. EXISTING CEILING & LIGHTS TO REMAIN IN SALES/SERVING AREAS. 5. RAMPS HAVE TO HAVE A MAXIMUM SLOPE OF 1:12 WITH HANDRAILS AT 34" t �-3' 4. EXISTING BACK LINE SOFFIT TO REMAIN. AND 19" ABOVE THE FLOOR ON BOTH SIDES AND TO EXTEND BEYOND THEOO 1 -10 5. NEW DIGITAL MENU BOARDS TO REPLACE N TOP AND BOTTOM OF THE RAMP A MINIMUM OF 1'-6". O EXISTING MENU BOARDS. 6• ALL DOORS WILL HAVE A MINIMUM OF 1'-6" CLEAR ON THE LATCH (PULL) ■% SALES AREA 6. UPDATE ALL EXTERIOR DUNKIN' DONUTS SIGNS SIDE OF THE DOOR. (EXCEPT IN CERTAIN STATES WHERE IT WILL BE 2OOR 3'-0"� �•�'� OFFICE WITH NEW SIGNS. AREA TO REMAIN THE SAME. 7. DOOR MATS AND THRESHOLDS TO BE A MAXIMUM OF 1/2" HIGH. ONE PANEL 7. EXISTING STRIPPED AWNING ABOVE DRIVE-THRU TO BE 8. DOOR HARDWARE SHALL BE MOUNTED BETWEEN 36" AND 42" ABOVE THE v WALL ART (EXISTING) j REPLACED BY NEW FRESH BREW BROWN AWNING WITH TEXT. FLOOR. w I ------------ \\ 8. INSTALL NEW MANDATORY WATER FILTRATION SYSTEM. 9. DOORS TO HAZARDOUS AREAS TO HAVE KNURLED HANDLES. o •691` VA � � 2 CE W/ \\ E. FURNISH ALL LABOR AND MATERIAL NECESSARY FOR THE COMPLETE00 RETAIL REACHIN 50 LB:BRAK ---- INSTALLATION OF CEMENT BOARD BACKING FOR F.R.P. AND CERAMIC TILE. s MERCHANDISER 4 FREEZER BIN LE TYPICAL SUBSTRATES FOR INTERIOR WALLS SHALL BE AS FOLLOWS: COOLER ry 1• PREP AREA AND STORAGE AREAS: 0'-0" TO 3'-0": 5/8" DUROCK CEMENT z O p 2 BOARD, 3'-0" & ABOVE: 5/8" PLYWOOD. `L LI U SERVICE AREA: 5/8" MIN. PLYWOOD O BACK ROOM 3. SALES AND SEATING AREAS: MIN. 5/8" GYPSUM BOARD. • n- Ili ro N F. GENERAL CONTRACTOR TO PROVIDE FOR P.O.S SYSTEM AS SHOWN ON 71 z 8 ELECTRICAL DRAWINGS OR, AT A MINIMUM THE FOLLOWING CONDUITS; Q ui Q cO - � 6'-2" POT SINK 1 1— NEW MANDATORY WATER 2 1/2" I.D. FROM 4x4x3 JUNCTION BOX LOCATED BEHIND OFFICE DESK UP O LO Cn > 0 2 SINK FILTRATION SYSTEM; PROVIDE WALL TO ABOVE CEILING. J z Ln _ ° SIN 2. FROM A HUB IN THE FRONT LINE CHASE UNDER SLAB TO WALL BEHIND � Iw w FILTERED WATER TOLO 4 FCD. ALL FRONT & BACK LINE DISPLAY RACKS PROVIDE THREE (3) 2" CONDUITS WITH 2'-0" SWEEPS AT QENDS. TERMINATE ABOVE THE CEILING. (UNDER FLOOR IF BASEMENT). mO EQUIPMENT AND ICE MACHINE 3. 1" I.D. CONDUIT FROM BEHIND THE DRIVE THRU CASH STATION UP WALL TO =- D � ABOVE CEILING, USE 2'-0" SWEEPS AT BOTTOM TO SIDE NEAREST FRAME - o m WALL IF WINDOW BEHIND PROVIDING CHASE AS REQUIRED SO NO WIRING o mL BENDS LESS THAN 2'-0" RADIUS. w 0 TOILET 0 4. 2"x4" ELECTRICAL BOX 6'-0" A.F.F. WITH 1" CONDUIT IN WALL TO ABOVE CEILING. CENTER 32"x32"x3/4" PLYWOOD BLOCKING IN WALL FOR VDU UNIT. (EXISTING) v NOTE THAT THE MAXIMUM CONNECTION LENGTH BETWEEN A VDU(S) AND ITS D DEDICATED CPU IS 75-0" AND ONE TELEPHONE JACK IN OFFICE TO BE AN m 5• (OPTIONAL)NOTIFY DUNKIN' BOX IN FRON REGIONALLY SE WITH B1 ' CONDUIT C — STORE N OVER TO HUB AT MAIN CASH STATION. THIS IS FOR COUNTER MOUNTED VDU UNIT AT COFFEE STATION. SALES AREA G. NOTE: "P.O.S.", ALL POWER OUTLETS FOR P.O.S. DEVICES ARE DEDICATED CIRCUITS WITH THIRD WIRE ISOLATED GROUND. AN IG IS AN INSULATED WIRE, SEPARATED FROM ALL OTHER GROUND WIRES, RUNNING BACK TO THE BUILDING MAIN OR COMPLEX POWER PANEL. NEMA STANDARD L5-15R I.G. FOR RECEPTACLE AND PLUG. USE OF IG DUPLEX OR QUADPLEX OUTLETS: (I.E., HUBBELL IG-5262, IG-5362 OR EQUIVALENT). H. GC. SHALL NOT PROCEED WITH CONSTRUCTION UNTIL V.D.U. LOCATIONS ARE DETERMINED. ' I. PROVIDE WATER FILTRATION SYSTEM (BRANCH OFF MAIN LINE) FOR COFFEE BREWING EQUIPMENT, ICE MACHINES, POST MIX. LOCATE AS SHOWN. J. G.C. WILL BE RESPONSIBLE TO INSTALL ALL INTERIOR GRAPHIC ELEMENTStr 3 SUPPLIED BY THE MILLWORK SUPPLIER. w:; K. G.C. TO PROVIDE BRUSHED ALUMINUM CORNER GUARDS WITH 2" LEGS TO ALL SALES AREA OUTSIDE CORNERS. L. BRONZE COLOR MYLAR ROLL DOWN SHADES ARE OPTIONAL AT GLAZING. M. DIMENSIONS SHOWN ARE TO THE FACE OF FINISH. N. THESE PLANS ARE BASED ON MINIMUM DUNKIN' BRANDS CORPORATE DESIGN LIJ REQUIREMENTS. THE STRUCTURAL DESIGN, FOOTING DESIGN, ADA COMPLIANCE AND GENERAL BUILDING REQUIREMENTS HAVE BEEN EVALUATED TO MEET ALL Q Ln O ADA STATE AND LOCAL CODES. O _ O z � N O m -D = PRINTER (optional) v� z w O D w �o = VIDEO DISPLAY UNIT C� � J ❑ = PRINTER Q cn w 1= o z � FLOOR PLAN - 0 5' 10, SCALE: 1/4" _ '1'-0" LLJ Q W i O J Q O v/ , m J lJ cif O r n �I Q < J z o Z o z Q w o Q 77 — n L� L J Q 0 -� 0 L� SHEET a JOB#: D14135 PC#: 341791 DATE: 11 /05; C.M.:VERNON 120V/15A DEDICATED DUPLEX ELEC. RECEIPT. of LINE OF EXISTING II FOR DIGITALIwI I MENU BOARD. B_O AR�DIm I._ F OTImmIIIII R=_D=I=G_ITrA=L__M�EII NU BOARD. 'y ' 9 -! fn MENU BOARD PASS & SEYMOUR 2 SINGLE GANG-QUAD LINE OF EXISTING ," 'DROPPED FASCIA ONLY 3 CAN RECESSED DATA RECEPTACLES REQUIRED LINE OF DROPPED CEILING WALL BOX; ,r° W - O #r--------i MDE TV3VKIW2 FOR 8 DATA CABLES EXISTING CEILING lip SOFFITr--------� L DDE, DOD o o 4 1/2"X12 3/4' ACCENT TILE-SOFFIT 4� 14'I START 1 ROW OF ACCENT TILE OWL io w al a F— —, 0 TWO COURSES DOWN II _ III III �!� III II �VDU� �VDU��VDU� _WT-D2 II II II II II II 0 W W PT-06 H.C. II o II II E IIII © IICD = Z �:.:� I.0 --, L-� L-AL-A SERVINGAREA / / 4 1/4"X12 3/4" FIELD TILE COOLATTA BLENDER ESPRESSO I � c = ti o / / / / / / c� WT-Ol Its ICBI -r T17 III I o II 01 W -11 SIN z �Ir�i iiiL_jre Ir-i ii i ----- �� II i _° 0 _° 0 z �1 (— __ II L_JL_J II 1 ___-- — Z II , II x II � II ° W ��_______� i---i X I 1 I W /� 77 IIII INI ...,,,,. EXISTING EXISTING EXISTING LINE OF DISPLAY CASES EXISTINGL DRIVE-THRU COFFEE STATION POS r BASE TILE DOOR B ASE TILE FRONT LINE BASE TILE STATION Awl- MILLWORK NOTE: PARTIAL TILE PATTERN n -- - 5 z 0 1 SHOWN ONLY FOR CLARITY. L � SALES AREA D - 6 OF[- CE SALES AREA ELEVATION SERVING AREA ELEVATION = Q (EXISTING) SCALE: 1/4"=V-0" SCALE: 1/4"=V-0" ------------ w 2 REACHIN ICE W m = 50 LB BREAK ---- � < 4 COOLER BIN TABLE �`' N O N LINE OF EXISTING _ N ONE PANEL • � �; DROPPED LINE OF EXISTING ARTWORK; LINE OF EXISTING LINE OF EXISTING c= CEILING TILE EXISTING FRP DROPPED CEILING MAINTAIN 3" cn � � BACK ROOM 6 -1 BELOW CEILING DROPPED CEILING — DROPPED CEILING w wCD T I-~— we o1 0 �, I � 6'-2" POT SINK ® LU = Q 0 O HAND WT-01 WT-01 0 � Ln v) 2 SINK MOP OOD z � J 0 4 O O SINK WT-02 _0 WT-02 _ � C�- LLJ LLJ Z e W W WLLJ 4:, o m O Q O = _ = r = D / o o z z WC—01 z > 0 m W W J P j W TOILET z z m_ o z z Z r vo oeoo � I (EXISTING) cn ■ co co Iq cn ' -0 / X o e W X D W X Z W6 d Im— o o EXISTINGEXISTING L L EXISTING EXISTING EXISTING EXISTING ----._------------ DRIVE-THRU BASE TILE REAR DOOR NOTE: PARTIAL TILE PATTERN BASE TILE BASE TILE F=1BASE TILE—] WINDOW � SHOWN ONLY FOR CLARITY. NOTE: PARTIAL TILE PATTERN \ SHOWN ONLY FOR CLARITY. SERVING BACK AREA ELEVATION \ SCALE: 1/4"=1'-0" SERVING AREA ELEVATION SALES AREA ELEVATION ` ° ' SCALE: 1/4 =1 —0 SCALE: 1/4"=V-0" a FINISH MATERIAL SCHEDULE - ORIGINAL BLEND _ UPDATED:12/18/2014 Ln Li CODE MATERIAL MANUFACTURER PRODUCT# DESCRIPTION/REMARKS Q O ' COLOUR SCHEME B909"ARTISAN CUT 12"X12" FLOOR TILE W/SATIN NICKEL SCHLUTER STRIP O o WB-01 CERAMICTILE DALTILE BROWN" CAP JOLLY-ANIGB u� COLOUR SCHEME B909"ARTISAN WB-01ALT CERAMICTILE DALTILE BROWN"#B909P36C9TB1P2 6"X12"COVED BASE TILE(OPTIONAL UPGRADE) ZO m � WB-02 QUARRY TILE DALTILE QUARRY TILE Q3565"SA HARA 5"X6" COVE BASE-SEE NATIONAL ACCOUNTS FOR > ZZ � SAND" INSIDE/OUTSIDE CORNER PRODUCT NUMBERS W I � PT-01 PAINT SHERWIN WILLIAMS 6372 "INVITING IVORY": SATIN FINISH a_ - PT-02 PAINT SHERWIN WILLIAMS 6884 "OBSTINATE ORANGE": SATIN FINISH(INTERIOR) 0 Q 1=PT-03 PAINT SHERWIN WILLIAMS 6140 "MODERATE WHITE":SATIN FINISH Lio Z KEYPLAN PT-04 PAINT SHERWIN WILUAMS 6099 "SAND DOLLAR": SATIN FINISH - PT-05 PAINT SHERWIN WILLIAMS 7536 "BITTERSWEET STEM": SATIN z SCALE: 1/4" = V-0" PT-06 PAINT SHERWIN WILLIAMS 7724 "CANOE": SATIN _ PT-07 PAINT SHERWIN WILLIAMS 6117 "SMOKEYTOPAZ": SATIN PT-08 PAINT SHERWIN WILLIAMS 6096 "JUTE BROWN": SATIN PT-09 PAINT SHERWIN WILLIAMS 6097 "STURDY BROWN": SATIN PT-10 PAINT SHERWIN WILLIAMS 6090 "JAVA": SATIN W U i PT-11 PAINT SHERWIN WILLIAMS 6069 "FRENCH ROAST": SATIN PT-12 PAINT SHERWIN WILUAMS 6006 "BLACK BEAN": SATIN O WT-01 WALLTILE DALTILE RITTENHOUSE SQUARE K175 4 1/4"X12 3/4"FIELD TILE-BACKLINE WALL&AS INDICATED IN "BISCUIT' ELEVATIONS-USE W/GROUT G-02 I - RITTENHOUSE SQUARE K101 W o < T-01A WALLTILE DALTILE "WHITE" COMBO ONLY Q -_� \ O WT-02 WALLTILE DALTILE RITTENHOUSE SQUARE 0766 4 1/2"X12 3/4"ACCENT TILE- BACKLINE WALL-AS INDICATED IN ,� I z "ELEMENTAL TAN" ELEVATIONS-USE W/GROUT G-02 F= Q v / CE RAM ICTILE-Q09736MOD1P 3"X6"ACCENTTILE-RESTROOMWALLSASINDICATT-03 WALL TILE DALTILE EDIN 0 W 0 0O W O "ORANGE BURST" ELEVATIONS-USE W/GROUT G-03 J Z z 4 1/4"X12 3/4"FIELD TILE-BACKLINE WALL;3"X6"FIELD TILE- MODERN DIMENSIONS 0161 O >_ Z >_ WT-04 WALLTILE DALTILE RESTROOM WALLS-AS INDICATED IN ELEVATIONS-USE W/GROUT - T- URBAN PUTTY G-03 Q QD O WT-04A WALLTILE DALTILE RITTENHOUSE SQUARE 0761 3"X6"FIELD TILE-RESTROOM WALLS AS INDICATED IN ELEVATIONS- —� "URBAN PUTTY" USE W/GROUT G-03 WT-10 WALLTILE DALTILE POLARIS PL02881P2"GLOSS WHITE" 8 X8"TILE IN A45 DEGREE DIAGONAL PATTERN-BR BACKLINE,USE W W/GROUT G-02 (COMBO ONLY) \ WT-11 WALLTILE DALTILE POLARIS PL22"GLOSS ALMOND" 8 X8"TILE IN A45 DEGREE DIAGONAL PATTERN-BR BACKLINE,USE W/GROUT G-02 (COMBO ONLY) t Z FRP-01ALT FIBERGLASS REINFORCED PANELS CRANE KEMLITE 866"WHITE" BOH/KITCHEN AREAS NOT IN PUBLIC VIEW P -04 PLASTIC LAMINATE WILSONART 10669-60"CITRUS ORANGE" FRONT LINE MILLWORK-HEADER/SHROUD FINISH PL-05 PLASTIC LAMINATE FORMICA #932-58 "ANTIQUE WHITE" FRONT LINE MILLWORK-GATE/END PANEL,CONDIMENT STATION FINISH G-02 GROUT CUSTOM BUILDING ------� #333"ALABASTER" FOR USE WITH BACKLINE WALLTILE PRODUCS G-03 GROUT CUSTOM TBUILDING #382 BONE SN E E PRODUCTS FOR USE WITH RESTROOM WALLTILE r ' WC-01 WALLCOVERING APA COLOR GRAPHICS DID"FRESH BREW"TEXT WALLCOVERING USE FOR INDICATED ACCENT WALL IN SALES AREA DESIGN- SEE ELEVATIONS FOR LOCATION WC-03 WALLCOVERING APA COLOR GRAPHICS BR"HERITAGE"TEXT WALLCOVERING USE FOR ENCLOSURE WALLS AND SOFFIT OVER CAKE CASE (COMBO -.___-_. ONLY-MAY NOT BE PRESENT IN ALL DESIGNS) JOB#: D1 4135 WC-07 WALLCOVERING APACOLOR GRAPHICS DID"FRESH BREW"TAN MUTED LETTERS USE FOR MENU BOARD FASCIA WALLCOVERING PC#: 341791 ST-02 STAIN ISHERWIN WILLIAMS 3126 WOOD CLASSICS INT.OILSTAIN "PICKLED WHITE"; KNEEWALL CAP&TRIM FINISH DATE: 11 /O5 j'. 5 C.M.:VERNON ci • L I i I °0 110 of ig -- r--------I 0 0[ Ej O I i Fib. . m 0 SEE NOTE#4 -7 46'DMB Needs 172 L and26"H SERVING AREA N f � DRIVE - T H R U - - ------- d5�z LIJ ► 1A 120F' 102A 0 __ o - _ co ■ w \\ m 0 \ ` N co, O SAES AREA D , �"' co A OFFICE (EXISTING) O ° CL - _ ------------ :1 \\ � F— '691' o \\ = Q C LU 2 ICE W \ O cl O p REACHIN 50 LB 4 FREEZER COOLER BIN GABLE � 0- LLJ w mOQffA uj BACK ROOM C� 6'-2" POT SINK 0 • 2 SAN KO F L+ ; o 4 O SINK r m TOILET (EXISTING) m r W. ti. Ln Lij Lo 4 Qcn O I _O m w O � LL-I cn c J 0 0 U Q W ~ 0 Z O z I �I I EQUIPMENT PLAN Q SCALE: 1/4" = 1'-0" o m Q o � o z F- cn c� o _ Z Z O W o o Q n ~ w 0 0 W i i SHEET —� -------------- JOB#: D14135 PC#: 341791 DATE: 11 /05/15 C.M.:VERNON LANGLEY EQUIPMENT SCHEDULE EQUIPMENT PLUMBING ELECTRICAL SUPPLIED WATER WASTE LOAD SU ITEM# QTY. DESCRIPTION MANUFACTURER MODEL# N.S.F. U.L. REMARKS #WIRES SU CORD RECEPT. A.F.F. REMARKS GENERAL REMARKS E.T.L. E.T.L. H.W. C.W. DIR. IND. voLTs PHASE AMPS CIRCUITSIZE W/ &PLUG SPEC GROUND 10 SINK STATION(BR)36"W x 31-1/2"D UNIVERSAL BR-36CBT-B31-2ES 2 1/2" 1/2" 11/2"-2" 1 1/2' OR 2"PER LOCAL CODE SINK BOWL IS 10"W x 18"Lx 20"D 10B.1 4"FAUCET TO BE USED W/STANDARD 36"BR SINK COMPONENT HARDWARE KN41-4006 ** 1/2"NPT 1/2"NPT MALE SHANKS **REG#A2601 ISO#9001 10D 14"x 24"WALL MOUNT SHELF FOR BR SINK STATION METRO INM1424BR 10G SILVERWARE SOLID SS CYLINDER VOLLRATH 78710 15A BANANA TREE BUILT-IT 20045 15B HOT FUDGE WARMER W/INSERTS,LIDS&PUMP SERVER PRODUCTS 82155 120 1 4.2 15 3 Y NEMA 5-15P **FILE E47076 1513.1 WARMER UNIT ONLY SERVER PRODUCTS FS 82500 120 1 4.2 15 Y NEMA 5-15P 15C HOT FUDGE/PRALINE CARAMEL/BUTTERSCOTCH WARMER INSERT SERVER PRODUCTS 94009 15D PARING KNIFE FOR CUTTING BANANAS DEXTER-RUSSELL S104 15E SCALE FOR MEASURING HAND-PACKED ICE CREAM OHAUS RE15US 120 1 600mA 15 3 Y NEMA 5-15P 15G SQUEEZE BOTTLE WARMER SERVER 86810 120 1 4.2 15 NEMA 5-15 20B DROP-IN ICE BIN CORNELIUS C2123 3/4„ 20M-1 BLENDING STATION-ADVANCE VITA-MIX 36011 20M 120 1 15 20 NEMA 5-15 20M-2 COUNTER-TOP BLENDER BLENDTEC CA1-4BQ-BR04 ** ** 120 1 15 20 NEMA 5-15 **NSF#29210-0001-000,UL#76320000 200 COUNTERTOP ADJUSTABEL CUP DISPENSER DISPENSE-RITE CTLD-22 23-1 99"L x 31-1/2"D BACKLINE WORK TOP REFRIGERATED BASE W/3 DOORS DELFIELD 18699BST 115 1 10 Y NEMA 5-15 23-2 93-1/4"L x 32-3/8"D BACKLINE WORK TOP REFRIGERATED BASE W/3 DOORS TRUE TWT-93 115 1 9.7 15 Y NEMA 5-15 24-1 60%x 31-1/2"D BACKLINE WORK TOP REFRIGERATED BASE W/2 DOORS DELFIELD ST446NO 115 1 12 15 Y NEMA 5-15 24-2 67-1/4"L x 32-2/8"D BACKLINE WORK TOP REFRIGERATED BASE W/2 DOORS TRUE TWT-67 115 1 5.1 15 NEMA 5-15 *30* 30-1 27"W x 30-1/2"D SUNDAE STATION W/CASTERS SILVER KING SKF2A-C4 D025 165 9 115 1 4.6 15 3 1 NEMA 5-15 30-2 27-1/2"W x 30"D SUNDAE STATION W/CASTERS TRUE TSSU-27-8 115 1 4.6 15 Y NEMA 5-15 30.1 SYRUP RAILS SERVER PRODUCTS SR-4-82830 30H REFRIGERATED DAIRY AND SYRUP DISPENSE(BR CAPP BLAST-OPTIONAL) AC DISPENSING AC220PC 30 P ICE AND EASY RACKS AND CUPS.HOLDS MEASURED ICE SCOOPS FOR BR ICED BEVERAGES WASSERSTROM 6012041 40 HAND SINK-18"W x 30"D W/12"SPLASH GUARDS UNIVERSAL DD-18CBT32-RL D036264 1/2" 1/2" 1-1/2" COMPONENT HARDWARE FAUCET T&S#TSB1100 40B TRASH RECEPTACLE-23 1/8"D x 11"W x 24 7/8"H RUBBERMAID 3541 41 HAND SINK-18"W x 36"D W/12"SPLASH GUARDS UNIVERSAL DD-18CBT36-RL D036264 1/2" 1/2" 1-1/2" COMPONENT HARDWARE FAUCET T&S#T561100 42 HAND SINK-12"W x 36"D W/12"SPLASH GUARDS UNIVERSAL DD-12CBT32-RL D036264 1/2" 1/2" 1-1/2" COMPONENT HARDWARE FAUCETT&S#TSB1100 50D ACRYLIC CUP HOLDER-6 CUP LD PLASTICS LLDD36 i 50E ACRYLIC CUP HOLDER-8 CUP LD PLASTICS LLDD50 50F FOUR SECTION VERTICAL WIRE RACK CUP HOLDER DISPENSE-RITE WR-CT-4 60-1 DIPPING CABINET-88 1/8"W x 29 3/4"D x 52 1/8"H W/CURVED GLOBAL CKDC87V-BR i" cnNnFnlcnTF „c , „ � ,r .,�... � ,�GLASS - -- ---•--- �- ��.. ��.., i� �r t IVDrvIr,�-1D 60.1 BASE FOR CKDC 87 V-BR DIPPING CABINET(UNFINISHED) SUPPLIER DWG# 60A DIPPERWELL BUILD-IT 9022 21-6 1/4" 1/2" INDIRECTTO FLOOR DRAIN - 60B DIPPERWELL PAD BUILD-IT 9023 60Q Beverage Merchandiser.Used to merchandise the beverage cup point View Displays,Inc. BR-01 sizes. 61-1 DIPPING CABINET-67 1/8"W x 29 1/2"D x 521/8"H W/CURVED GLOBAL CKDC 67 V-BR GLASS 1" CONDENSATE 115 1 8 15 4 Y NEMA 5-15 65A ICE CREAM&NOVELTY DISPLAY MERCHANDISER-40"W x 31"D x MASTERBILT FIP 40 50"H 115 1 13.6 20 3 Y NEMA 5-20 65B ICE CREAM&NOVELTY DISPLAY MERCHANDISER-60"W x 31"D x 50"H MASTERBILT FIP-50 115 1 13.4 15 3 Y NEMA 5-15 70R TISSUE BAG AND BOX HOLDER FOR DRIVE THRU RACK UNIVERSAL DD-DSPN71435 70.56 MOBILE DONUT/BAKERY CASE-6 TIER X 3 WIDE VULCAN 1013776-000O164 120 1 20 70.5C MOBILE DONUT/BAKERY CASE-6 TIER X 2 WIDE VULCAN 1015021-000O164 70.6 REMOVABLE TISSUE BAG DISPENSER FOR LAKESIDE RACK VULCAN 1013776E-P (OPTIONAL)APPLIED TO FRONT OF RACK 70.7 REMOVABLE TISSUE BAG AND BOX HOLDER(OPTIONAL)APPLIED VULCAN 1014178 TO SIDE OF RACK 75 WARM BAKERY DISPLAY-FOR HESS LOCATIONS FEDERAL DD387OSS 120 1 2 15 Y NEMA 5-15 76 WARM BAKERY DISPLAY-FLOOR MODEL FEDERAL DD3876SS 120 1 2 15 Y NEMA 5-15 77 INLINE BAKERY CASE FEDERAL DDIL5048 120 1 1.5 15 Y NEMA 5-15 78 DISPLAY RACK-18"x 24"SLANTED SHELVES(5 TIER) METRO DC16EC 81 SELF-SERVE DONUT CASE ROYSTON 10652 120 1 2 15 Y NEMA 5-15 96 ESPRESSO MACHINE SCHAERER 15SO-PS-DD-40671 3/8" 11/2" 1 208 1 30 30 2W+1G Y NEMA 1.6-30 PROVIDE WATER SHUT-OFF VALVE W/3/8"COMPRESSION FITTING 96.1 ESPRESSO MACHINE-SINGLE SHOT SCHAERER E6 3/8" 11/2" 125 1 20 20 NEMA 5-20 SUPPLIED W/SOFTENER/FILTER/COMBOSYSTEM 96.2 ESPRESSO MACHINE WMF 03.9467.8400 1/2" 11/2" 220 1 30 30 Y NEMA L6-30 REQUIRES ADDITIONAL 15A 110-120V AC 5-15R RECEPTACLE FOR 96B ESPRESSO SYRUP&LID RACK KIT WIREFAB WF17363 COOLER 96J SWIRL/ESPRESSO SYRUP RACK(ALSO USED FOR COOLATTA) WIREFAB WF31701 101C-1 DAIRY DISPENSER-AUTO PORTION AC DISPENSING 320-FP-7 120 1 3 15 NEMA 5-15 101D SURE SHOT SUGAR DISPENSER AC DISPENSING AC6.E 120 1 2 15 NEMA 5-15 101DD SUGAR BOWL VOLLRATH 69014 101E-1 FLAVOR SHOT DISPENSER AC DISPENSING AC-FS10 120 1 15 15 NEMA 5-15 101E-3 FLAVOR SHOT DISPENSER-USED FOR CARTS AND APOD LOCATIONS AC DISPENSING AC-FS-5-5 120 1 15 15 NEMA 5-15 101F WIRE RACK COFFE CUP DISPENSER DISPENSE-RITE WRCT-4 101G SPEED RAIL FOR LIDS-20" MICROWIRE AD-HLDR-2 101H SUGAR/TEA BAG/STIRRER,HOLDER-13" MICROWIRE AD-SH-1 101M SPRAYER COMPONENT HARDWARE KN50-Y400-44 1/2" 11/2" INDIRECT WASTE TO FLOOR DRAIN 101N FLANGE FOR SPRAYER COMPONENT HARDWARE B-FK 101P-2 TWIN CARAFE BREWER CURTIS ALP4GT15A020 YES 20-90PSI.MACHINE REQUIRESA 1/4"MALE FITTING 220 1 34.5 50 Y NEMA14-50 10113-3 AXIOM TWIN CARAFE BREWER W/CORD BUNN 38700.003 YES 20-90 PSI.MACHINE REQUIRES A 3/8"MALE BUNN PROVIDED CORD&PLUG INSTALLED BY FITTING 208/120 1 33.3 50 3w+1G Y NEMA 14-50 GENERAL CONTRACTOR 101PP-2 SINGLE CARAFE BREWER CURTIS ALP2GT15A020 YES 20-90 PSI.MACHINE REQUIRES AI/4"MALE FITTING 220 1 16.8 20 Y NEMALI4-20 101PP-3 AXION SINGLE CARAFE BREWER W/CORD BUNN-O-MATIC 38700.0031 YES 20-90 PSI.MACHINE REQUIRES AI/4"MALE 208/120 1 16.7 20 3w+1G Y NEMA BUNN PROVIDED CORD&PLUG INSTALLED BY FITTING GENERAL CONTRACTOR 101Q-3 MULTI-HOPPER GRINDER AND STORAGE SYSTEM-USED WITH BUNN-O-MATIC 35600.0011 AXIOM BREWERS 120 1 11 15 2 Y NEMA 5-15 BUNN PROVIDED CORD&PLUG INSTALLED BY GENERAL CONTRACTOR 102A FLAVOR SHOT 9 PUMP COUNTERTOP RACK WIREFAB WF30563 2 PSI FROM A 3/ OR LARGER SUPPLY LINE.A 107A DUNKACCINO MACHINE BUNN-O-MATIC 29250.0003 18 197 3/8" SHUT HUT OFF VALVESHOUIDBEINSTALLEDINTHE 208/120 1 17 20 3 NEMALI4-20 BUNN PROVIDED CORD&PLUG INSTALLED BY LINE BEFORE THE UNIT GENERAL CONTRACTOR 1O$A* 108-Al HOT WINTER BEVERAGE MACHINE BUNN-O-MATIC DDHWB 1/4" 20-90 PSI(138-621 KPA) 208/120 1 21.7 30 3w+1G Y BUNN PROVIDED CORD&PLUG INSTALLED BY GENERAL CONTRACTOR los-Az HOT WINTER BEVERAGE MACHINE CECILWARE GB5M5.5 IT U-DB 1/4" MIN.30 PSI AWTER INLET PRESSURE 208/240 1 28.8 30 NEMA LI4-30P NO WATER HOOK-UPS FOR AIR COOLED MODELS;110 COOLATTA MACHINE-FLOOR MODEL,2 HEAD DISPENSER TAYLOR FREEZER 342 6 SA 4620 1/2"FPT CONNECTION FOR WATER-COOLED,TO 208-230 1 19/14 20/20 (2)NEMA (2)208/230 CIRCUITS FOR EACH MACHINE; 3 Y VERIFY CORD&PLUG FOR MANUFACTURER; FLOOR DRAIN L6-20 ALTERNATIVE ELEC.CONFIGS AVAILABLE. NO WATER HOOK-UPS FOR AIR COOLED MODELS;111 COOLATTA MACHINE-COUNTER MODEL,120 SERVINGS PER HOUR TAYLOR FREEZER 340 6 SA 4620 1/2"FPT CONNECTION FOR WATER-COOLED,TO 208-230 1 16 20 3 Y NEMA L6-20 CORD&PLUG NOT AUTOMATICALLY SUPPLIED W/UNIT;ALTERNATE ELEC CONFIGS AVAILABLE FLOOR DRAIN NO WATER HOOK-UPS FOR AIR COOLED MODELS;112 COOLATTA MACHINE-COUNTER MODEL,60 SERVINGS PER HOUR TAYLOR FREEZER 430 6 SA 4620 1/2'FPT CONNECTION FOR WATERCORD&PLUG NOT AUTOMATICALLY SUPPWATER-COOLED,TO 115 1 16 20 2W+1G Y NEMA 5-20 W/UNIT;ALTERNATE ELEC CONFIGS AVAILABLE - FLOOR DRAIN 114 COOLATTA SYRUP RACK WIREFAB W F22926 BLENDER/ISLAND OASIS MAGNABLEND SB2512-WDD 1/4"ID-3/8"OD QUICK CONNECT 110 1 5.3 116 HOSE/FITTING 60 Hz 110 1 0.8 60 Hz 120E-1 UNDERCOUNTER REFRIGERATOR-27"W/CASTERS,RIGHT HINGE DELFIELD 406-CA-SPL-RHH 7 SA 4769 115 1 7 15 3 Y NEMA 5-15 RIGHT HAND HINGE *120F* 120E-2 UNDERCOUNTER REFRIGERATOR-27"W/CASTERS,LEFT HINGE DELFIELD 406-CA-SPL-LHH 7 SA 4769 115 1 7 15 3 Y NEMA 5-15 LEFT HAND HINGE 120E-3 UNDERCOUNTER REFRIGERATOR-27"W/CASTERS,LEFT HINGE VICTORY UR-27-SST 115 1 5.6 15 2 Y NEMA 5-15 DOOR CAN BE RE-HINGED IN FIELD 126 SOFT SERVE FREEZER-USED IN BR&DD/BR LOCATIONS TAYLOR FREEZER C709 208-230 1 24 30 3 NEMA 6-30 126E VITA MIX SOFT SERVE ICE CREAM MIXER VITA MIX VM0800A 120 1 1.5 20 NEMA 5-15 126C CUP HOLDER USED W/BR SOFT SERVE PROGRAM-3 CUP SIZES DISPENSE-RITE WR-CT-3 126D LID HOLDER USED W/BR SOFT SERVE PROGRAM-3 LID SIZES DISPENSE-RITE WR-3 129B CART FOR SOFT SERVE ICE CREAM MACHINE TAYLOR FREEZER C20100-000 130 DONUT/BAKERY RACK AT DRIVE THRU-35"W x 28"D UNIVERSAL DD-36SLC-29-RK-C 140A DOME LID DISPENSER DISPENSE-RITE WR-4 200A ICED COFFEE BREWER-#IC3DDW/CORD BUNN-O-MATIC 24450.0003 ** 1/2„ 20-90 PSI MACHINE SUPPLIED WITH I/4"o.D.MALE FLARE FITTINGPROVIDED 120 1 19.5 30 3W+1G N NEMA 6'coaoroeE &INSTALLEDBYGC **E34066 201A ICE CADDY CAMBRO ICS100L 201B ICED COFFEE DISPENSER-INCLUDES HOUSING&(2)RESERVOIRS BUNN-O-MATIC 35100 202A ICED COFFEE DISPENSER CABINET BUNN ICDD-3 210C-1 BAGELTOASTER HATCO TQ-20BA208.DNK *21oC* 208 1 15.8 Y NEMA L6-20 210C-2 BAGELTOASTER BELLECO JT2 B 4 356E 208 1 15.4 Y NEMA L6-20 ALSO AVAILABLE 240/60/1PH/13.8AMPW/NEMAL6-20PPLUG 210D BAGELSLICER PRINCE CASTLE 970-DD 201D.1 CRUMB CATCHER PRINCE CASTLE 970-097 212A-1 WARMING UNIT-(2)TIER MODULAR HOLDING CABINET FOR NGSS CARTER HOFFMAN MC3W2SN01 120 1 10 3 Y NEMA 5-15 212A 2 DEDICATED HOLDING BIN-27"W x 14"D x 11"H,CAPACITY OF UP PRINCE CASTLE DHB2SS-27BDD TO(6)1/3 SIZE PANS 120 1 10 NEMA 5-20 212A-3 (2)TIER MODULAR HOLDING CABINET-23 7/8"W x 1411/16"D x 12 CARTER HOFFMAN MC212-DD 1/2"H,CAPACITY OF UP TO(6)1/3 SIZED PANS-(DEFAULT) 120 1 15 3 NEMA 5-15 212A.1 WARMING UNIT FOR APODS CARTER HOFFMAN MC1W2S 214-2 OVERSHELF,64"Lx 211/2"D,REFRIGERATOR MOUNT FOR TOASTER DELFIELD 000-B3P-021U &PACKAGING 215 TORNADO OVEN W/STONE,PEEL AND(2)TRAYS-EXTENDED TURBOCHEF NGC-1180-1-2019 WARRANTY INCLUDED 208 1 30 30 Y NEMA 6-30 215A STAINLESS STEEL CART 28"W x 30"L x 17"H REINFORCED TO HOLD UNIVERSAL DD-30SLS-3017-C (2)TURBO CHEF OVENS 216 MULTI-STAGING WARMER FOR HASHBROWNS HATCO GRMW-3DD 120 1 5.9 15 Y NEMA 5-15 217 SANDWICH STATION TABLE FOR NGSS-16"W x 30"D UNIVERSAL DD-16SLC-30 212A.2 32"REFRIGERATED WORKTOP W/(2)DRAWERS AND(1)TOP DELFIELD UCD4432N-6-DD1 115 1 6.5 15 Y NEMA 5-15 OPENING FOR PRODUCT PANS-USED FOR NGSS 226 48"BREAKFAST WORKSTATION-USED FOR KIOSKS AND NGSS IN SMALLER SPACES DELFIELD UCD4448N-6M-DD2 115 1 12 15 Y NEMA 5-15 230 32"BREAKFAST WORKSTATION(CUSTOM)LEFT SIDE REFRIGERATION UNIT W/COLD WELL DELFIELD DDBWS 32 115 1 6.5 15 Y NEMA 5-15 232 OVERSHELF FOR 48"BREAKFAST STATION DELFIELD TBD 239 48"UNDERCOUNTER REFRIGERATOR DELFIELD UCD4448N-6M-DD2 115 1 6.5 15 Y NEMA 5-15 242-1 33"COOK STATION DELFIELD DBCS33 242-2 32"COOK STATION DUKE DD32COOK 244A 20"WIDE INTELLIGENT TOAST-QWIK HATCO ITQ-1750-2C 245A-1 27"WIDE TOASTER STATION DELFIELD DBTS27 2456-1 40"WIDE TOASTER STATION-FOR LEFT OR RIGHT FLOW LAYOUT DELFIELD DBTS40 245C-1 27"WIDE DUKE TOASTING STATION DUKE DD27TOAST 245 D-1 40"WIDE DUKE TOASTING STATION -LEFTTO RIGHT FLOW DUKE DD40TOAST R2L 40"WIDE DUKE TOASTING STATION -RIGHTTO LEFT FLOW DUKE DD40TOAST 1_211 246A-1 SINGLE SIDED HOT HOLDING CABINETS CARTER HOFFMAN MZ343S-DD 246A-2 12 BAY SINGLE SIDE HOT HOLDING CABINET PRINCE CASTLE DHB3PT-33DD 2466-1 PASS THRU HOT HOLDING CABINET CARTER HOFFMAN MZ343P-DD 247-1 33"ASSEMBLER STATION-LEFT OR RIGHT FLOW LAYOUT DELFIELD DBAS33 247-2 32"ASSEMBLY AND 12"EXPEDITOR STATION DUKE DD32ASSEMBLY 248-1 40"ASSEMBLER STATION-LEFT OR RIGHT FLOW LAYOUT DELFIELD DBAS40 248-2 38"ASSEMBLY STATION-RIGHTTO LEFT DUKE DD38ASSEMBLY-R2L 38"ASSEMBLY STATION-LEFT TO RIGHT DUKE DD38ASSEMBLY-1-211 249 18"Wx36"Dx34"H TABLE-PLACEHOLDER FOR FUTURE MENU METRO DBCT1836 249-1 18"WIDE EXPEDITER STATION DELFIELD DBES18 249-2 18"WIDE EXPEDITE TABLE DUKE DD18EXPEDITE 250 251 280-1 UPRIGHT FREEZER-(1)SECTION CAKE&QUART DISPLAY GLOBAL ULG30BSP 1115 1 14.6 20 Y NEMA 5-20 1 SECTION CAKE&QUART DISPLAY *280* (1)GLASS DOOR MERCHANDISER-SHOWN IN SALES AREA-31"W x 280 2 36 3/4"D x 79"H MASTERBILT BLG-27HD 115 1 13.9 20 3 Y NEMA 5-20 1 SECTION CAKE&QUART DISPLAY 281-1 UPRIGHT FREEZER-(2)SECTION CAKE&QUART DISPLAY GLOBAL ULG50BCP 115 1 13 20 Y NEMA L14-20 2 SECTION CAKE&QUART DISPLAY *281* (2)GLASS DOOR MERCHANDISER-SHOWN IN SALES AREA-56"W x 281 2 36 3/4"D x 79"H MASTERBILT BLG-52HD 208-230 1 10.6 20 4 Y NEMA L14-20 2 SECTION CAKE&QUART DISPLAY 282-1 UPRIGHT FREEZER-(3)SECTION CAKE&QUART DISPLAY GLOBAL ULG80BCP 115 1 16 20 Y NEMA L14-20 3 SECTION CAKE&QUART DISPLAY *282* (3)GLASS DOOR MERCHANDISER-SHOWN IN SALES AREA-84"W x 282 2 36 3/4"D x 79"H MASTERBILT BLG 80HD 208-230 1 11.1 20 4 Y NEMA L14-20 3 SECTION CAKE&QUART DISPLAY n o C_ JOB LOCATION: REVISIONS D O O ms H I A I �l I �l 19 M A N0. DESCRIPTION BY DATE cal o - 156 IYANNOUGH ROAD INITIAL ISSUE JS 11/05/15 - 1 A M E f3o' D M I T H n- e: nk_l C H I T FIG:(/) cc EQUIPMENT SCHEDULE A :. O \ P = rw- 51-IL A.z O J _ rn R 9 .77"1 :77;"J r \ -I (1 T D 'q I- Way:: 3r� L HROP S LN. �F Y BARNS I z W. I SABLE, MA 02668 s PHONE: 508-367-8920 EMAIL: JAMES IMAGE TYPE: OT,"";NAL BLEND I DSMITH i 1 CCOMCAST.NET 395 ROOM UNIVERSAL EHS-IRL-WH 1/2" 1/2" 11/2" 11/2"-2"PER LOCALCODE 402 EMPLOYEE LOCKER WIN-HOLT WL-66(156195) 414 1000 LB CUBE ICE MACHINE SCOTSMAN C1030 419 STORE ROOM WIRE SHELVING METRO VARIES 420A SHELF-24"W x 60"D-ORDER(5)SHELVES PER UNIT METRO 2460BR 420B SHELF-24"W x 48"D-ORDER(5)SHELVES PER UNIT METRO 2448BR 420C SHELF-24"W x 36"D-ORDER(5)SHELVES PER UNIT METRO 2436BR 420D SHELF-24"W x 24"D-ORDER(5)SHELVES PER UNIT METRO 2424BR 421A SHELF-18"W x 60"D-ORDER(5)SHELVES PER UNIT METRO 1860BR 421E SHELF-18"W x 48"D-ORDER(5)SHELVES PER UNIT METRO 1848BR 421C SHELF-18"W x 36"D-ORDER(5)SHELVES PER UNIT METRO 1836BR STAINLESS STEEL WIRE DRYING CART 18"x 36",TO BE USED IN 421H LOCATIONS THAT DO NOT HAVE(2)DRAIN BOARDS ON THE THREE METRO 2SPN33AS COMPARTMENT SINK S.S.TOP,SPLASHES ON(3)SIDES. T&S PRE-RINSE 424 90"W X 23 3/4"D THREE COMPARTMENT SINK-12"W x 20"D BOWL UNIVERSAL DD-3N1818142D18S/TSB-13 -B/TSB-156 3/4" 3/4" 2" DIR/IND WASTE AS DETERMINED BY WALL UNIT(INCLUDES BRACKET)W/ W/(2)12"W DRAIN BOARD. (3)TWIST HANDLE LEVEL DRAINS LOCAL CODES ADD-A-FAUCET 12"SPOUTTO SHIP W/3 BAY SINK S.S.TOP,SPLASHES ON(3)SIDES. T&S PRE-RINSE 428A 64"W X 27"D THREE COMPARTMENT SINK-12"W x 20"D BOWL W/ UNIVERSAL BR-MS3N1220-2D12/TSB-13 -B/TSB-156 3/4" 3/4" 2" DIR/IND WASTE AS DETERMINED BY WALL UNIT(INCLUDES BRACKET)W/ (2)12"W DRAIN BOARD. (3)TWIST HANDLE LEVEL DRAINS LOCAL CODES ADD-A-FAUCET 12"SPOUT TO SHIP W/3 BAY SINK 430 SINGLE SECTION REACH-IN REFRIGERATOR,FULL HEIGHT-LEFT DELFIELD MRR1-S 115 1 8.5 15 Y NEMA 5-15 HINGE DOOR S.S.TOP,SPLASHES ON(3)SIDES. T&S PRE-RINSE 64"W X 27"D THREE COMPARTMENT SINK(FRONT SKIRT)-12"W x DIR/IND WASTE AS DETERMINED BY WALL UNIT(INCLUDES BRACKET)W/ 430A 20"D BOWL W/(2)12"W DRAIN BOARD. (3)TWIST HANDLE LEVEL UNIVERSAL BR-MS3N1220-2D12S/TSB-1 3-B/TSB-15 3/4" 3/4" 2" LOCAL CODES ADD-A-FAUCET 12"SPOUT TO SHIP W/3 BAY DRAINS SINK 431 TWO SECTION REACH-IN REFRIGERATOR/FREEZER,FULL HEIGHT- DELFIELD MD1R2-S 115 1 11.1 15 Y NEMA 5-15 LEFT DOOR REFRIGERATOR,RIGHT DOOR FREEZER 112"W X 34"D THREE COMPARTMENT SINK(JUST BAKED)-20"W x S.S.TOP,SPLASHES ON(3)SIDES. T&S PRE-RINSE 434A 28'D x 14"BOWL W/(2)24"W DRAIN BOARD. (3)TWIST HANDLE UNIVERSAL DD-31\1202814-21]I24/TSB-13 -B/TSB-158 3/4" 3/4" 2" DIR/IND WASTE AS DETERMINED BY WALL UNIT(INCLUDES BRACKET)W/ EVEL DRAINS LOCAL CODES ADD-A-FAUCET 12"SPOUT TO SHIP W/3 BAY SINK 435A 90"SINK TRAX SHELVING WORKSTATION-INCLUDES SHELVING& ISS WST1435E BRACKETS(USED FOR 64"&90"THREE COMPARTMENT SINK) 435E 108"SINK TRAX SHELVING WORKSTATION-INCLUDES SHELVING& BRACKETS(USED FOR 112"THREE COMPARTMENT SINK) STD.110 ISS WST1415E 450C BR CAKE PHOTO SCANNER/PRINTER BAKERY CRAFT BCC-1ABR E140 858 110 1 1 15 3 Y W/GROUNGROUND 450H TUB CUTTER BUILD-IT 20030 450M (5)QUART STAND MIXER FOR BR(COLOR-WHITE) KITCHENAID KV25GOXWW 115 1 451 60"W x 31"D D BR CAKE PREP TABLE WITH STAINLESS STEELTOP UNIVERSAL BR-60SLC-31 452 72"W x 31"D D BR CAKE PREP TABLE WITH STAINLESS STEELTOP UNIVERSAL BR-72SLC-31 455 24"Dx 36"LSTAINLESS STEELTABLE W/DOUBLE OVERSHELVES UNIVERSAL 3SLCB-24/COS-DBL-3608 *460* 460-1 HARDENING CABINET-SINGLE DOOR,HINGED LEFT MASTERBILT IHC-27 208-230 7.4 15 3 Y NEMA 6-15 460-2 HARDENING CABINET-(1)SECTION,(2.5)DOORS GLOBAL T30HSP 115 1 11.5 15 Y NEMA 5-15 461-1 HARDENING CABINET-(2)DOOR,(2)SECTION-LEFT DOOR HINGED MASTERBILT IHC-48 208-230 11.5 15 3 Y NEMA 6-15 *461* LEFT,RIGHT DOOR HINGED RIGHT 461-2 HARDENING CABINET-(2)SECTION,(2.5)DOORS GLOBAL T50HSP 115 1 11.5 15 Y NEMA 5-15 462 S.S WORKTABLE-36"x 30"W/BACKSPLASH.FIXED S.S. UNIVERSAL 3SLSB-30 UNDERSHELF(TABLE ONLY) 462A S.S WORKTABLE-36"x 30"W/BACKSPLASH.FIXED S.S. UNIVERSAL DD-3SLSB-30-OSC12 UNDERSHELF 463 S.S.WORKTABLE-48"X30"W/BACKSPLASH.FIXED S.S.UNDERSHELF UNIVERSAL 4SLSB-30 -- (TABLE ONLY) 463A S.S.WORKTABLE-48"X30"W/BACKSPLASH.FIXED S.S.UNDERSHELF UNIVERSAL DD-4SLSB-30-OSC12 464 S.S.WORKTABLE-60"X30"W/BACKSPLASH.FIXED S.S.UNDERSHELF UNIVERSAL SSLSB-30 (TABLE ONLY) 464A S.S.WORKTABLE-60"X30"W/BACKSPLASH.FIXED S.S.UNDERSHELF UNIVERSAL DD-SSLSB-30-OSC12 470 ICE MACHINE-PRODUCES UP TO 255 LBS OF ICE PER 24 HRS,AIR MANITOWAC IY 0324A YES YES 3/8" 3/4" DIR/IND WASTE PER LOCAL CODE 115 1 11.5 15 N *WATER COOLED 10.7A;208-230/60/1AND PRODUCES 255 LBS OF ICE IN 24 HOURS.THIS UNIT NEEDS COOLED-22"WIDE 230/50/1 ALSO AVAILABLE TO BE HARD WIRED BY AN ELECTRICIAN ICE MACHINE-PRODUCES UP TO 255 LBS OF ICE PER 24 FIRS,AIR *WATER COOLED 10.OA;208-230/60/1AND PRODUCES 255 LBS OF ICE IN 24 HOURS.THIS UNIT NEEDS 471 COOLED-30"WIDE MANITOWAC IY-0304A YES YES 3/8" 1/2" DIR/IND WASTE PER LOCAL CODE 115 1 10.8 15 N 230/50/1 ALSO AVAILABLE TO BE HARD WIRED BY AN ELECTRICIAN ICE MACHINE-PRODUCES UP TO 450 LBS OF ICE PER 24 FIRS,AIR *WATER COOLED 13.5A;208-230/60/1AND PRODUCES 450 LBS OF ICE IN 24 HOURS.THIS UNIT NEEDS 472 COOLED-22"WIDE MANITOWAC IY-0524A YES YES 3/8" 1/2" DIR/IND WASTE PER LOCAL CODE 115 1 20 20 N 230/50/1 ALSO AVAILABLE TO BE HARD WIRED BY AN ELECTRICIAN ICE MACHINE-PRODUCES UP TO 670 LBS OF ICE PER 24 FIRS,AIR *WATER COOLED 10.9A;208-230/60/lAND PRODUCES 670 LBS OF ICE IN 24 HOURS.THIS UNIT NEEDS 473 COOLED-30"WIDE MANITOWAC IY-0854A YES YES 3/8" 1/2" DIR/IND WASTE PER LOCAL CODE 208-230 1 11.9 20 N 230/50/1 ALSO AVAILABLE TO BE HARD WIRED BY AN ELECTRICIAN ICE MACHINE-PRODUCES UP TO 850 LBS OF ICE PER 24 FIRS,AIR *WATER COOLED 9.7A;208-230/60/lAND PRODUCES 850 LBS OF ICE IN 24 HOURS.THIS UNIT NEEDS 474 COOLED-30"WIDE MANITOWAC IY-1004A YES YES 3/8" 1/2" DIR/IND WASTE PER LOCAL CODE 208-230 1 13.5 20 N 230/50/1 ALSO AVAILABLE TO BE HARD WIRED BY AN ELECTRICIAN 475A ICE BIN-310 LB CAPACITY MANITOWAC B420 *475* 475E ICE BIN-150 LB CAPACITY MANITOWAC B170 475C ICE BIN-430 LB CAPACITY MANITOWAC B570 475D ICE BIN-710 LB CAPACITY MANITOWAC B970 INCANDESCENT DOOR LIGHT/HEATER-115V,5A, UTILITY INFO SHOWN IS FOR INDOOR UNIT-VERIFY ALL INFO FOR 480-1 WALK-IN COOLER/FREEZER PACKAGE NORLAKE PER WALK-IN ORDER FORM ** PROVIDE DRAIN FOR EVAPORATOR COIL ** ** ** ** ** N 1PH;FLLIGHTS(EACH)-115V,1PH;HTD/AIR OUTDOOR UNITS;IF CONTROLWIRES REQUIRE EXTENSION,IT ISTHE CONDENSATE(HEATED IF LOCATED OUTDOORS) VENT-115V,2A,1PH;FREEZER SYSTEM- RESPONSIBILITY OF THE GCTO RUN THE WIRING *480* 208-23OV,17A,3PH PROVIDE DRAIN FOR EVAPORATOR COIL UTILITY INFO SHOWN IS FOR INDOOR UNIT-VERIFY ALL INFO FOR 480-2 WALK-IN COOLER/FREEZER PACKAGE KOLPAK PER WALK-IN ORDER FORM ** ** ** ** ** ** N OUTDOOR UNITS;IF CONTROL WIRES REQUIRE EXTENSION,IT ISTHE CONDENSATE(HEATED IF LOCATED OUTDOORS) RESPONSIBILITY OF THE GC TO RUN THE WIRING 487 UNDERCOUNTER ICE MACHINE HOSHIZAKI AMERICA KNM-251BAH YES YES 1/2" 3/4" DIR/IND WASTE PER LOCAL CODE 115 1 9 15 NEMA 5-15 PROVIDES 251 LBS OF ICE PER 24 HOURS 489 ICE MACHINE-PRODUCES UP TO 155 LBS OF ICE PER 24 HOURS MANITOWAC SY-0214A YES YES 3/8" 3/4" DIR/IND WASTE PER LOCAL CODE 115 1 7.8 15 NEMA 5-15 POWER CORD ONLY,NO PLUG ALSO AVAILABLE IN 208-230/60/1 490F 500 MIXER-140 QT HOBART HL1400 200-240 3 14.8 NO NEMA 15-15 510 FLOOR SCALE DETECTO 4570 510C FRYER,WITH BUILT-IN FILTER AND FRY QUALITY MONITOR PITCO FRIALATOR DD-24RUFM 511 MANUAL DONUT DEPOSITOR W/ADJUSTABLE ARM BELSHAW TYPE'B' 512 GLAZER-SEMI-AUTOMATED BELSHAW HG 24-EZ/DD 513 GLAZER-MANUAL BELSHAW HG24-W/DD ** *' , A.F.F.; **HEATING CONDENSING CIRCUIT:208-240V 1/2"NPFT PIPE(MIN) 30-80 P51 @ 295" , 520 EQD PROOFER 208V BAXTER PC151DD-1 907 1J2" ** ** ** 40/15 3EA Y 31-35A,1PH,NEMA 14-SOR;CONTROL CIRCUIT: (2)ELECTRICAL CONNECTIONS REQUIRED;MIN.CEILING HEIGHT OF ( ) REAR DRAIN AT 5"A.F.F.,ROUTE TO AIR GAP DRAIN 12OV,5A,1 PH,NEMA 5-15R 102"A.F.F.IS REQUIRED. 520D EQD SINGLE HEAD WATER FILTER#QC71 HEAD ONLY EVERPURE 9272-41 3/8" FOR#520-WILL SERVICE UP TO 3 PROOFERS 523 EQD WATER CHILLER#SC340 MULTIPLEX SS901130 18 ** 1/2" 230 1 11.9 15 16/3 SO Y NEMA 6-15 **ETL REPORT#99004330.004 UNIVERSAL OVEN-NATURAL GAS.USED FOR BAKING ALL 1/2"REAR DRAIN TO AIR GAP DRAIN;3/4"NPT GAS 535-1 PRODUCTS.CAPACITY:5 SHEET PANS;18"X26"OR 6 MUFFIN PANS, BAXTER OV30OG-SEFDDE 1/2" 1/2" CONNECTION;G.C.TO FURNISH AND INSTALL 120 1 6.6 15 Y NEMA 5-15 20 CUP WATER FILTER UNIVERSAL OVEN-ELECTRIC 208V.USED FOR BAKING ALL 1/2"REAR DRAIN TOAIR GAP DRAIN;G.C.TO 1-120/60/1/15A DEDICATED CIRCUIT REQUIRED 535-2 PRODUCTS.CAPACITY:5 SHEET PANS;18"X26"OR 6 MUFFIN PANS, BAXTER OV300E-SEFDDE 1/2" 1/2" FURNISHAND INSTALL WATER FILTER 120 3 50 60 Y NEMA 15-50 FOR A NEMA 5-15 CORD. *535* 20 CUP.VOLTAGE SPECIFIED ON EQUIPMENT DATA FORM UNIVERSAL OVEN-ELECTRIC 240V.USED FOR BAKING ALL 535-3 PRODUCTS.CAPACITY:5 SHEET PANS;18"X26"OR 6 MUFFIN PANS, BAXTER OV300E-SEFDDF 1/2" 1/2" 1/2"REAR DRAIN TOAIR GAP DRAIN;G.C.TO 120 3 43 50 Y NEMA 15-50 1-120/60/1/15A DEDICATED CIRCUIT REQUIRED 20 CUP.VOLTAGE SPECIFIED ON EQUIPMENT DATA FORM FURNISH AND INSTALL WATER FILTER FOR A NEMA 5-15 CORD. UNIVERSAL OVEN-PROPANE.USED FOR BAKING ALL PRODUCTS. 1/2"REAR DRAIN TO AIR GAP DRAIN;3/4"NPT GAS 535-4 BAXTER OV30OG-SEFDDF 1/2" 1/2" CONNECTION;G-C.TO FURNISH AND INSTALL 120 1 6.6 15 Y NEMA5-15 - CAPACITY:5 SHEET PANS;18"X26"OR 6 MUFFIN PANS,20 CUP. WATER FILTER 538-1 MINI-ROTATING RACK BAKERY OVEN-ELECTRIC BLODGETT XR8-E 3/4" 3/4" 208-240 3 50/45 50 NEMA 15-50 1-120/60/1PH 15A CIRCUIT REQUIRED FOR *538* DEDICATED CONTROL CORD 538-2 MINI-ROTATING RACK BAKERY OVEN-GAS BLODGETT XR8-G 3/4" 3/4" 3/4"NPT GAS SUPPLY 120 1 15 15 NEMA 5-15 540 MAPLE CUTTING TOP JOHN BOOS 541-A DUNNAGE RACK-36"W x 20"D,SINGLE TIER,USED FOR JUST BAKED LOCKWOOD D2036-8 541-B DUNNAGE RACK-48"W x 20"D,SINGLE TIER,USED FOR JUST BAKED LOCKWOOD D2048-8 *541* 541-C DUNNAGE RACK-60"W x 20"D,SINGLE TIER,USED FOR JUST BAKED LOCKWOOD D2060-8 541-D DUNNAGE RACK-72"W x 20"D,SINGLE TIER,USED FOR JUST BAKED LOCKWOOD D2072-8 541-E DUNNAGE RACK-32"W x 20"D,SINGLE TIER,USED FOR JUST BAKED LOCKWOOD D2032-8 543 BAKERY PAN RACK KELMAX APRU1618-4-AT-BK-MOD PROVIDE PRESSURE REDUCINGVALVE,PRESSURE ALSO REQUIRES(1)120V/60H/lPH/15A NEMA 552-A FRESH BAKED SINGLE CONVECTION OVEN W/STAND ADAMATIC BELSHAW BX-DD-S 3/4" GAUGE&SHUT LVEATPLUMBING 208-220 3 20.8-22.3 30 4 Y L15-30 2 SEPARATE CIRCUITS REQUIRED CONNECTION TO OVEN 5-15 DEDICATED CIRCUIT 552 PROVIDE PRESSURE REDUCING VALVE,PRESSURE 552-B FRESH BAKED DOUBLE CONVECTION OVEN W/STAND ADAMATIC BELSHAW BX-DD-D 3/4" GAUGE&SHUT OFF VALVE AT PLUMBING 208-220 3 20.8-22.3 30 4 Y L15-30 2 SEPARATE CIRCUITS REQUIRED ALSO REQUIRES(1)120V/60H/1PH/15A NEMA CONNECTION TO OVEN PER OVEN 5-15 DEDICATED CIRCUIT PER OVEN 554 GLAZER WITH EZ ROLL APPLICATOR-USED FOR JBOD BELSHAW 22338HG-18EZDD-34 554A GLAZER WITH EZ ROLL APPLICATOR-USED FOR JBOD BELSHAW 22338HG-18EZDD-32 *554* 554B GLAZER WITH SCOOP HOLDER-USED FOR JBOD BELSHAW 22338HG-18DD34 554C GLAZER WITH SCOOP HOLDER-USED FOR JBOD BELSHAW 22338HG-18DD32 554E 18"x26"X3.5"DEEP TRANSLUCENT FOOD BOX.GLAZING CAMBRO 18263CW SMALLWARES 560 48"X36"STAINLESS STEEL FINISHING TABLE W/10"OVERSHELF UNIVERSAL DD-4SLCB36-OS2ES 560.1 FLAT 14"X60"SOLID SHELVING METRO 1460FG *560* 560.2 SINGLE DIRECT WALL MOUNT BRACKET METRO 1WD14C 560.3 DOUBLE DIRECT WALL MOUNT BRACKET METRO 2WD14C 560.4 FLAT 14"X48"SOLID SHELVING METRO 1448FG 560A 96"X36"STAINLESS STEEL FINISHING TABLE W/10"DEEP UNIVERSAL DD-8SLCB36-OS2ES OVERSHELF *560* 560B 72"X36"STAINLESS STEEL FINISHING TABLE W/10"DEEP UNIVERSAL DD-6SLCB36-OS2ES OVERSHELF 560C 36"X60"STAINLESS STEEL FINISHING TABLE W/10"DEEP UNIVERSAL DD-5SLCB36-OS2ES OVERSHELF n o � JOB LOCATION: REVISIONS D 4 .-, NO. DESCRIPTION BY DATE HYA �I � IQ MA rl-� rrt INITIAL ISSUE JS 11/05/15 � AM � S Do ""' MITH, PRE 156 IYANNOUGH ROAD �'��. z � r ZO U� 0 41 FTI EQU PMENT SCHEDU E FTI u RCH " A" 'A y r -'3 1� I '� .'. �°`. J "- 35 LOTHROP S LN. " W. BARNSTABLE, MA 02668 q. c� €- -- PHONE. 508 367 8920 R /I EMAIL Jf IMAGE TYP OGIwAL BLEND �SMITH11©COMCAST �� � p 561 FINISHED PRODUCT RACK(IN SHOP USE ONLY-NOT ENCLOSED) KELMAX APRUE1326-5/AT/TG/BK 562 TOPPINGS TRAY UNIT SUPPLIER N/A 563 POWER BASE EDHARD P-4010 29051 SA 4027 120 1 15 NEMA 5-15 564 CONTAINER BIN RUBBERMAID 2620 565 SPICE CART-5 TIER NEW AGE 96072 566 INGREDIENT BIN WITH SLIDING LID CAMBRO IB27 567 MOBILE SUGARING CART BIN CHANNEL MANUFACTURING 600 568 REFRIGERATOR-REACH-IN,ONE SECTION HINGED FULL DOOR NORLAKE NR241SSS/0 115 1 10 15 NEMA 5-15 569 REFRIGERATOR-REACH-IN,ONE SECTION HINGED HALF DOORS NORLAKE NR242SSS/0 115 1 10 15 NEMA 5-15 571 REFRIGERATOR-REACH-IN,TWO SECTION HINGED FULL DOOR NORLAKE NR522SSS/0 115 1 12 15 NEMA 5-15 572 REFRIGERATOR-REACH-IN,TWO SECTION HINGED HALF DOORS NORLAKE NR524SSS/0 115 1 12 15 NEMA 5-15 - 573 FREEZER-REACH-IN,ONE SECTION HINGED FULL DOOR NORLAKE NF241SSS/0-025 115 1 12 15 NEMA 5-15 574 FREEZER-REACH-IN,ONE SECTION HINGED HALF DOORS NORLAKE NF242SSS/0-025 115 1 12 15 NEMA 5-15 575 FREEZER-REACH-IN,TWO SECTION HINGED FULL DOORS NORLAKE NF522SSS/0-025 115 1 14 20 NEMA 5-20 576 FREEZER-REACH-IN,TWO SECTION HINGED HALF DOORS NORLAKE NF524SSS/0-025 115 1 14 20 NEMA 5-20 577 FREEZER-REACH-IN,THREE SECTION HINGED FULL DOORS NORLAKE NF803SSS/8-025 115 1 11 15 NEMA 5-15 578 REFRIGERATOR-REACH-IN,THREE SECTION HINGED FULL DOORS NORLAKE NR763SMS/8-025 115 1 12 15 NEMA 5-15 583 DUAL REFRIGERATOR/FREEZER REACH-IN,FREEZER ON TOP DELFIELD SMDBRI-SH 115 1 14 20, NEMA 5-20 584 DUAL REFRIGERATOR/FREEZER REACH-IN,REFRIGERATOR ON TOP DELFIELD SMDTRI-SH 115 1 14 20 NEMA 5-20 624 640 SOFT SEATING-CLUB CHAIRS BEAUFURN SEE NATIONAL ACCOUNTS 641 24"ROUND COFFEE TABLE CUSTOM TBD 645 24"ROUNDTABLE TOP PLYMOLD TBD 662 30",48",60"AND 72"WIDE DARK ROAST BOOTHS NEW ENGLAND SEATING 663 667 WASTE RECEPTACLE FOR SALES AREA(INCLUDES LINER) RUBBERMAID 221044 680 FREESTANDING QUEUEING SYSTEM LAVI INDUSTRIES IB3000 691C RETAIL MERCHANDISER SUPPLIER 700 24"AND 30"DIAMETER SOFT SEATING TABLES 712 24"X24"RECTANGULAR TABLETOP PLYMOLD TBD 773 DD RIALTO EXTERIOR SIDE CHAIRS IN BRONZE AMERICAN CHAIR&SEATING 52-1800 775 CAPRI DINING HEIGHT TABLE,36"D x 29.5"OH W/UMBRELLA HOLE AMERICAN CHAIR&SEATING 52-8036 776 CAPRI BAR HEIGHT DININD TABLE-32"X42"OH W/UMBRELLA AMERICAN CHAIR&SEATING 52-8032 HOLE 780 EXTERIOR POLISHED TABLE WITH STEEL FRAME 71"X71"X29" AMERICAN CHAIR&SEATING TF3138 781 EXTERIOR POLISHED ACCESSIBLE TABLE 59"X69"X32" WASAU TF3139 790 EXTERIOR TRASH RECEPTACLE WASAU TF1015 795 EXTERIOR ASH URN W/O SAND WASAU TF2040B 814 BR MENUBOARD SYSTEM POSTERLOID TBD 826J BR LOGO LETTER FOR DIPPING CABINET DGS BR-068 851 28"DD MENU SYSTEEM,6 PANEL POSTERLOID DD-NGN-28-6-5/09 851A 28"DD MENU SYSTEEM,8 PANEL POSTERLOID DD-NGN-28-8-5/09 852 18"DD MENU SYSTEM,8 PANEL POSTERLOID DD-NGN-18-8-5/09 852A 18"DD MENU SYSTEM,4 PANEL POSTERLOID DD-NGN-18-4-5/09 854 28"DD MENU SYSTEM,4 PANEL POSTERLOID DD-NGN-28-4-5/09 856 DD FRESH BREW PICK-UP STATION SIGN DGS TBD 861 SINGLE PANEL WALL ART-30"x 60" DGS 863 DOUBLE PANEL WALL ART(2)30"WIDE x 60"HIGH DGS 882 28 1/4"DD MENU SYSTEM 8 PANEL(AM ONLY)200"Lx 38"H POSTERLOID DD-NG-28--8-AMO-5/09 883 28 1/4"DD MENU SYSTEM 6 PANEL(AM ONLY)165"Lx 38"H POSTERLOID DD-NG-28--6-AMO-5/09 887 28 1/4"DD MENU SYSTEM 4 PANEL(AM ONLY)110"Lx 38"H POSTERLOID DD-NG-28--4-AMO-5/09 888 18"DD MENU SYSTEM 8 PANEL(AM ONLY)245"Lx 18"H POSTERLOID DD-NG-18--8-AMO-5/09 889 18"DD MENU SYSTEM 4 PANEL(AM ONLY)135"Lx 18"H POSTERLOID DD-NG-18--4-AMO-5/09 890 28 1/4"DD MENU SYSTEM 6 PANEL(LIMITED BAKERY)165"Lx 38"H POSTERLOID DD-NG-28-6-LB-5/09 891 28 1/4"DD MENU SYSTEM 4 PANEL(LIMITED BAKERY)110"Lx 38"H POSTERLOID DD-NG-28-4-LB-5/09 892 18"DD MENU SYSTEM 6 PANEL(LIMITED BAKERY)190 1/4"x 18"H POSTERLOID DD-NG-18-6-LB-5/09 893 18"DD MENU SYSTEM 4 PANEL(LIMITED BAKERY)135 1/4"x 18"H POSTERLOID DD-NG-18-4-LB-5/09 894 28 1/4"DD MENU SYSTEM 4 PANEL(BEV ONLY)110"Lx 38"H POSTERLOID DD-NG-28-4-BEV-5/09 895 18"DD MENU SYSTEM 4 PANEL(BEV ONLY)1351/4"x 18"H POSTERLOID DD-NG-18-4-BEV-5/09 896 28 1/4"DD MENU SYSTEM 4 PANEL(APOD KIT) POSTERLOID DD-APODK-28-5T/AMO-5/09 897 28 1/4"DD MENU SYSTEM 2 PANEL(APOD KIT) POSTERLOID DD-AP0DK-28-8K/BV0-5/09 899 18"DD MENU SYSTEM 2 PANEL(APOD KIT) POSTERLOID DD-APODK-18-ST/AMO-5/09 900 18"DD MENU SYSTEM 2 PANEL(APOD KIT-LIMITED BEV) POSTERLOID DD-APODK-18-BK/BVO-5/09 927 DD FRESH BREW CHAIR /STOOL ALLEMUIR TBD 928 DD FRESH BREW CHAIR ALLEMUIR TBD 929 DD FRESH BREW BAR STOOL ALLEMUIR TBD 1202 WAFFLE CONE BAKER COBATCO MD-10 120 1 10 1203 DIPPING CHOCOLATE WARMER,DRY HEAT,TO HEAT#10 CAN OF SERVER PRODUCTS 9200 DIPPING CHOCOLATE. 120 1 1 15 NEMA 5-15 826K BASKIN ROBBINS"B"&"R"LOGO ELEMENTS FOR DIPPING CABINET DGS RETAIL BR-068 FACES n o c- JOB LOCATION: (- REVISIONS D C7 O -( � D RR TH" m Q Y Q (�I I I Q Q NO. DESCRIPTION BY DATE I o JA 156 IYANNOUGH' ROAD INITIAL ISSUE JS 11/05/15 R 9 Z 05 CnAmil 't�' s a I A a- A R m EQUIPMENT SCHEDULE C5 _A ' j � ».. .. 35 LOTHROP S LN. D \ '. W. ARNSTABL E, MA 0261-8 a a PHONE: 508--367-892 EMAIL: JA)v..__SDSM(TH11@COM( -"S_ .Nv T r �1 1;,,W'L TYPE: ORGINAL BLEND O tl 0C=:3 HVAC SYSTEM z N B C Cno A v CONSULTANTS/GROUP NATI❑NAL CORPORATE ACCOUNT SERVICES, INC. Z DRAIMNGS SHOW ARE FOR PROTOTYPIC& CONSDERAIMS %LY. SITE-SPEOFIC DESIGN IS O REQUIRED BY DUN IW BRANDS. AS A COURTESY, NCA CONSULTANTS PROVIDES SITE SPECwTC U DESIGN 11NTH SITE-SPECM PROFESSIONAL DEER SEAT. UNDER AN AGREEMENT BETWEEN t NCA CONSULTANTS AND DUNION' BRANDS. � £ o o FOR SITE-SPEW C DESIGN. ARCHITECTS EMAIL FARECTED CEILKI PLAN. ELEVATIONS. Id PLANS. FLOOR PLAN. AND ROOF STRUCTURAL PLAN TO DESIGNONNCACONSULTANT&COM Z 1811 10 CONTACT THE DESIGN DEPARTMENT BY PHONE CALL TOLL-FREE (SM 530-007L 36" 10 F ® Ld W � Z HOOD #2 00 o o (0 0 Zo0): COF W op O < , � 36.5" 36.5" ■ a w PLAN VIEW 6'-1"* LONG 3624VHB =Q o NOT TO SCALE TOASTER/TURBOS p (n L o y Cn Lo ry Lil W Mm O< °- Q 12"0*SHEETMETAL DUCT.OFFSET AND TRANSITION AS NEEDED--REFER TO SHEET M-1.INSTALL WITH W CRIMPS"AGAINST AIR FLOW"TO PREVENT POOLING OF CONDENSATE IN DUCT. r *-SEE HOOD-2 SCHEDULE,THIS SHEET ROOF JL STANDARD EXF kUST UNISTRUT OR ANGLE IRON GRILLE APPLICATION ATTACHED TO TRUSS OR JOIST (WHE D jERMI ABLE may.gg BY —3/8"ALL THREAD AND HARDWARE W.WPjWTN0jP DF EXISTING CEILING 4" IF TOP OF HOOD ^ IS BELOW THE O FINISHED `(O CEILING,HVAC LO CONTRACTOR IS c TO FURNISH A LO STAINLESS Q p f ev N STEEL SHROUD. %% cn Z r cn O m 3/8"-1/2"DIA.ALL THREAD ROD 6'-1" 3/8%1/2"DIA.HEAVY DUTY NUT (SEE HOOD SCHEDULE,THIS SHEET) W Z W CONNECTED TO ROOF JOIST ONE ABOVE AND ONE BELOW THROUGH ANOTHER HANGING HANGING ANGLE W d N ANGLE J W — p Z 78"A.F.F.ITURBOCHEF OVENS ■-a�-�oir:_ Z f BAGEL TOASTER SANDWICH PREP STATION v , STEEL HANGING ANGLE 5" Q F— LIJ * ROD AND NUTS TO BE SUPPLIED BY INSTALLING CONTRACTOR p p HANGING ANGLE IS PRE-PUNCHED AT FACTORY ® W -J HANGING ANGLE DETAIL o ® °° Z � o J O .. Q F � = 0 z _ o o = FRONT SECTION VIEW MODEL 3624VHB J Z o Z W NOT TO SCALE TOASTER/TURBOS m0 7 CL z J a HOOD INFORMATION 0 L - Q MAX, EXHAUST PLENUM FILTER(S) Q W HOOD MODEL LENGTH CORKING TOTAL RISERS HOOD HOOD to `✓ p NO. TEMP. EXH.CFM DIAMETER 0 CFM S.P. CONSTRUCTION TYPE QTY HEIG LENGTHWEIGHT < y 3624 700 -0.069 430 SS NONE 0 258 VHB 7 4.00" DEG. 740 12" 740 100% LBS. 611.0011 610 10" 615 0 232 LBS. U 5'4.00" 540 10" 540 0 202 w LBS. SHEET s C O py r I g h t 2.0 0 9— The NCA Group. Drawings, specifications, notes, database, computer files, field data, and reports as instruments of service prepared by the Design of Record. As instruments of services, these items remain the property of the Design of Record, who shall retain all statutory and 3 other reserved rights, including the copyright thereto. Any use, reproduction or JOB : D14135 changes to these documents without written consent of The NCA Group is a violation of the Federal Copyright Laws. PC : 341791 DATE: 11 05 15 C.M.:VERNON LANGLEY { 4 r 1" " 3/4' 3/4' 3/4' "+ � 3/4 s, ;;.f �--- I O BV 1_1 PIN �� FW � v. BV BV BV SERVICE ENTRANCE NOTE: VALV STRAINER E " CW FROM INC❑MING WATER OPTIONAL ��y cw BOOSTER PUMP MCANN'S: 16-2173-DD WATER BOOSTER 3/4' W/ INTEGRAL PRESSURE GAUGE & BYPASS. TWIN FILTRATION SYSTEM VERIFY PUMP SPEC WITH NATI❑NAL ACCOUNTS 3M: DP ICE-260-S � VERIFY WATER FILTER SYSTEM SPEC 3/4' WITH NATI❑NAL ACCOUNTS BV MAW ® z UTILITY WATER CONNECTIONS < 00 - RESTR❑❑MS - SILL COCKS �f - 3-COMP SINK - IRRIGATI❑N - DIPPER WELLS - HAND SINKS F= J Q - HOSE BIBB - COFFEE SPRAYERS CARB❑NAT❑R (❑PTI❑NAL) ' L r l'I ICE MAKER - DD ITEM #495 u J� m DO — < 0 BACK OF HOUSE o o � z v� � rf- ww m O Q 3 N❑TEi PR❑VIDE A PRESSURE REDUCING VALVE, PRESSURE GAUGE & SHUT-OFF VALVE AT PLUMBING C❑NNECTI❑N TO ADAMATIC OVEN (TYP,) Li 011=1 I 3/4) DUNKIN' DONUTS WATER SPECIFICATION & TREATMENT REQUIREMENTS � c "�5. DUNKIN DONUTS SPECIFICATION WATER TREATMENT SOLUTIONS CHARACTERISTIC UNITS IDEAL RANGE LIMIT A) WATER FILTER B) REVERSE OSMOSIS �>�. , tcs L HARDNESS PPM 80-120 < 200 > 200 NA ALKALINITY PPM 70-110 0-150 > 150 NA 3/4' 3/4" TOTAL DISSOLVED SOLIDS (TDS) PPM 100-175 < 250 NA > 250 pH pH 6.7-7,4 6,7-7,4 < 6.7 OR >7.4 NA I WATER QUALITY SODIUM PPM 0-20 < 40 > 40 NA INSTALLATION CHECKLIST: CHLORIDE PPM 0 < 40 > 40 NA CHLORAMINES PPM 0 0 ) 0 NA 3/8' 3/8' 3/8"� 3/8'� 3/8) 3/8'� 3/8'� FRONT OF HOUSE (FOH) CHLORINE PPM o o > o NA Lo cl ❑ COFFEE EQUIPMENT (FRONT LINE) TURBIDITY NTU 0 1 < 1 > 1 NA ❑ COFFEE EQUIPMENT (DRIVE THRU) Z ElWATER SPRAYERS PRESSURE PSI > 65 PSI BOOSTER PUMP IS REQUIRED z >- co ❑ ESPRESSO w IN ADDITI❑N TO THE ABOVE SPECIFICATI❑NS, WATER MUST MEET NSF42 AND NSF53 STANDARDS — 0 � ❑ HOT CHOCOLATE PPM = PARTS PER MILLI❑N N❑TEi PR❑VIDE A BV BV BV BV BV BV BV (fj z w ❑ ICED COFFEE / TEA 100 PPM = 5,8 GRAINS PER GALLON PRESSURE REDUCING F_ � El ISLAND ❑ASIS VALVE AT ESPRESSO Lv C/) NOTES MACHINE J 1) PRI❑R TO C❑NSTRUCTI❑N, GC SHALL PR❑VIDE A WATER QUALITY TEST, PERFORMED IN THE CITY Q BACK OF HOUSE (BOH) IN WHICH THE STORE WILL BE RECEIVING WATER, TESTING WILL BE DONE ON A LIVE LINE CONNECTED I= TO THE SAME SUPPLY LINE FEEDING THE STORE, w _ p Z ❑ ICE MAKERS (N/A R❑ SYSTEMS) ❑ BAXTER 2) UPON RECEIPT OF THE WATER QUALITY TEST, THE GC SHALL PR❑VIDE A FILTRATI❑N SYSTEM OR R❑ SYSTEM THAT WILL TREAT THE INC❑MING WATER TO ALLOW IT TO MEET THE ❑ BL❑DGETT REQUIREMENTS IN THE TABLE ABOVE, BV BV �m �m �m ❑ ADAMATIC ❑ PR❑❑FER 3) UPON COMPLETE OF C❑NSTRUCTI❑N, GC SHALL SUBMIT A SECOND WATER QUALITY TEST TAKEN FROM A TREATED WATER OUTLET TO VERIFY THE PROPER WATER QUALITY IS BEING ACHIEVED. L-i Ll SOFTENING ESPRESSO TWIN COFFEE TWIN COFFEE TWIN COFFEE SINGLE COFFEE DUNKACCINO ICED COFFEE ISLAND OASIS CARTRIDGE MACHINE BREWER BREWER BREWER BREWER MACHINE BREWER MACHINE DD ITEM #96 DD ITEM #101P-3 DD ITEM #101P-3 DD ITEM #lO1P-3 DD ITEM #101PP-3 DD ITEM #107A DD ITEM #200A Q SYMBOL LEGEND Q Q ! �' ! w FRONT OF HOUSE (INCLUDING DRIVE THRU) z o0 DESCRIPTION SYMBOL o z F❑H EQUIPMENT LAYOUT TYPICAL FOR Q V l ALL COLD WATER PIPING (UNFILTERED) CW - o AND W/ DUNKIN DONUTS U PRESENT A AN AT ALL DUNKIN' D❑NUTS � INDIVIDUAL STORES, QUANTITY & TYPES m Q FILTERED WATER FW — OF EQUIPMENT MAY VARY BASED ON J DUNKIN' DONUTS FIXTURE LAY❑UT. � >— � SEPARATE PURCHASE OF A McCANNS BOOSTER PUMP IS Q o ~ RO WATER RO REQUIRED IN ALL STORES WITH TWO EXCEPTIONS: `� W LL, 1. STORES INSTALLING AN EVERPURE RO SYSTEM ARE NOT N BV REQUIRED TO PURCHASE THE PUMP, AS THERE IS A BALL VALVE BOOSTER PUMP INTEGRAL TO EVERPURE'S SYSTEM. I I 2. STORES WITH AN INCOMING WATER PRESSURE DOCUMENTED UNION TO BE GREATER THAN 65 P.S.I. ARE NOT REQUIRED TO i STRAINER p CHECK VALVE N CV SHEET r` tR: { QlYvnw JOB#: D14135 PC#: 341791 DATE: 11 /05/15 C.M.:VERNON LANGLEY�