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Home My WebLink About0317 FALMOUTH ROAD/RTE 28 - Health 317 Falmouth Road/Rte. 28 4 r , 1 - 242/005' Hyannis z ,.' T am Spw WL r 6 t o t t m. L� r COMMONWEALTH OF MASSACHUSETTS EXECUTIVE OFFICE OF ENERGY & ENVIRONMENTAL AFFAIRS DEPARTMENT OF ENVIRONMENTAL PROTECTION SOUTHEAST REGIONAL OFFICE 20 RIVERSIDE DRIVE, LAKEVILLE, MA 02347 508-946-2700 DEVAL L.PATRICK IAN A.BOWLES Governor Secretary TIMOTHY P.MURRAY LAURIE BURT Lieutenant Governor Commissioner URGENT LEGAL MATTER: PROMPT ACTION NECESSARY April 23,2009 Mr.Michael Matri, Spill Response Coordinator RE: HYANNIS (BARNSTABLE)-BWSC Hess Corporation Hess Station#21245 1 Hess Plaza 317 Falmouth Road. Woodbridge,New Jersey 07095 RTN#4-21891 NOTICE OF RESPONSIBILITY M.G.L. c. 21E,310 CMR 40.0000 ATTENTION: Mr.Michael Matri On April 21, 2009 at 1:30 pm the Department of Environmental Protection ("MassDEP ") 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. During a test of an Underground Storage Tank(UST), five (5) gallons of gasoline was observed.in the interstitial space between then inner and outer walls of the double-wall UST. It was observed that a release of greater than 0.05 gallons per hour from the inner wall of the double-wall UST was likely which constitutes a 72-hour reporting condition in accordance with 310 CMR 40.0314. 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. MassDEP 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. MassDEP also has reason to believe that you(as used in this letter, "you" refers to Hess 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. This information is available in alternate format.Call Donald M.Gomes,ADA Coordinator at 617-556-1057.TDD#866-539-7622 or 617-574-6868. DEP on the World Wide Web: http://www.mass.gov/dep Zia Printed on Recycled Paper - 2 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. MassDEP 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 MassDEP in taking such actions. You may also avoid the imposition of, the amount of or reduce certain pen-nit 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. MassDEP encourages you to take any action necessary to protect any such claims you may have against third parties. At the time of oral notification to MassDEP, the following response actions were approved as an Immediate Response Action(IRA): • Continued assessment. • All Remediation Waste must be properly stored/handled and disposed of within 120 days from the date of generation per 310 CMR 40.0030., ACTIONS REQUIRED 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 a Response Action Outcome (RAO) statement. The MCP requires that a fee of$1,200 be submitted to MassDEP when an RAO statement is filed greater than 120 days from the date of initial notification. Specific approval is required from MassDEP for the implementation of all Immediate Response Actions (IRAs)pursuant to 310 CMR 40.0420. Release Abatement Measures may not be conducted until a RAM Plan is submitted pursuant to 310 CMR 40.0443. Assessment activities, the construction of a fence and/or the posting of signs are actions that are exempt from this approval requirement. In addition to oral notification, 310 CMR 40.0333 requires that a completed Release Notification Form(BWSC-103,attached)be submitted to MassDEP within sixty(60)calendar days of April 21,2009. 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 by calling'(617) 556-1091 or visiting hgp://www.state.ma.us/lsp. MassDEP has Bryan Snow with Envirotech listed as the LSP of record for this release. Unless otherwise provided by MassDEP,potentially responsible parties("PRP's")have one year from the initial date of notification to MassDEP of a release or threat of a release,pursuant to 310 CMR 40.0300,or from the date MassDEP issues a Notice of Responsibility;whichever occurs earlier,to file with MassDEP one of the following submittals: (1) a completed Tier Classification Submittal; (2) an RAO Statement or, if applicable, (3) a Downgradient Property Status. The deadline for either of the first two submittals for this 3 disposal site is April 21, 2010. 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 Jaime Goncalves at the letterhead address or at(508) 946-2773. All future communications regarding this release must reference the following Release Tracking Number: 4-21891. Very truly yours, This final document copy is being provided to you electronically by the Department of Environmental Protection.A signed ropy of this document is on file at the DEP office listed on the letterhead. Daniel Crafton,Acting Chief Emergency Response/Release Notification Section C/JG/run \\dep-fp-lak-00 Bigoncalves$\SERO ER\4-21891-Hyannis-Hess Station-72hr UST TOR\NOR.doc Attachments: Release Notification Form;BWSC-103 and Instructions Summary of Liability under M.G.L.c.21E ec: Board of Health h_ealth(aMown.barnstable.ma.us Board of Selectmen John.klimmtccDtown.barnstable.ma.us Fire Dept wa'ones .barnstablefire.org C f Environmental Services May 14, 2009 Wayne Miller, M.D., Chairman Town of Barnstable Board of Health 200 Main Street Hyannis, Massachusetts 02601-4002 Re: Class A-1 Response Action Outcome Statement [Hess Gasoline Station#21245) L�317 Falmouth Road ., C Hyannis, Massachusetts 02601-2756 MassDEP RTN 4-21891 Dear Dr. Miller: In accordance with the Massachusetts Contingency Plan(MCP) as set forth at 310 CMR 40.1403(3)(f) and 1406(3),.notification is hereby made that a Class A-1 Response Action Outcome Statement has .been submitted to the Massachusetts Department of. Environmental.Protection (MassDEP)for'the above-referenced location. The RAO Statement concluded a Threat of,Release was identified on April 20, 2009 as a result of failure of an underground storage tank(UST) line leak detector. The UST was taken out of service and the line leak detector was repaired.; A release of gasoline } to the environment did not occur from the U0 Copies of the site locus map and site plan is attached: A copy,of the report can be obtained from EnviroTrac, by calling (781) 793-0074 or by sending a request .in writing to 2 Merchant Street, Suite 2, Sharon, -Massachusetts 02067-1630. If.you have any questions please call the undersigned at (781) 793-0074. Sincerely, EnviroTrac Ltd., o Patrick D. Corcoran, LSP Senior Project Manager J, N-1rn cc: ' MassDEP SERO Michael Matri, Hess Corporation 2 Merchant Street,Suite.2, MA 02067(781)793-0074 Fax: (781)793-7877 . www.envirotrac.com f t Y , MUM SITE f + ` A.� � _ ';'" y!'� ri Y � / iyv�`� � �••� Fes, r _ i -�' err � � � �, � .� �� •��r-'`'� y ` 3� 3� p �. �— w � e``�'t � � �' ti � .�*-�.+, yy jg' � "°v �$ �Y ` "'�S� "•af��r' . - � . �� C,fr'. � R.S- -iS1B �i 9"Y� .'�' .T*-.n8.,„;tp'i�'�.y �- ..�• W `S« 1,000' 0' 1,000' 2,000' 3,000' 4,000' SCALE: 1:12,000(1"=1,000) Hess Station#21245 FIGURE.1, UTM Coordinates: 317 Falmouth Road 4,613,170 m North Hyannis,MA 02601-2756 SITE LOCUS MAP 391,870 m East UNITED STATES GEOLOGICAL SURVEY HYANNIS,MA QUADRANGLE Contour Interval: 10$. w Ernfronmentel Sonless ❑ Delete NFIRS - 1 0§22 u I 1/31/2008 l 001 I A280066 I l ❑ Change o State LS�JL� Incident Date rll.., itation - Incident Number ill., Exposure J ❑ NO Activity o1SIC Location ❑ Check this box to indicate that the address for this incident is provided on the Wldland Fire Module in Section B"Alternative Location Specification".Use only for wildland fires. Census Tract 20 ® Street Address " ❑ Intersection (31-7,'1___=_JFAL;MOUTHJRD/RT 28, (AIRPORT ROTORY TO L RDD u ❑ In front of Number/Milepost -Prefix Street or Highway /� Street Type Suffix ❑ Rear of �� I 02601 ❑ Adjacent to Apt./Suite/Room 'City Slate Zip Code ❑ Directions JGUlf Station Cross street or directions,as applicable t I Incident Type E1Dates&Times �"Midnight is0000 E2 Shifts&Alarms 411 Gasoline or other Local Option IncidentType Iflammable liquid spill check boxeslf Month Day Year Hour Min dates are the ALARM always required L B J Still LL Aid Given_Received same as Alarm v q Date. Alarm Shift or No Of AlarmDistrid O1 31 2008 07:54 platoon 9 ❑'Mutual aid received I ARRIVAL required,.unless canceled ordid not arrive 2 ❑ Automatic aid recv. �I ® Arrival �J, O1 31 2008 07:57 Special Studies- 3 Their FDID Their j(f u L� � L_71 ❑ Mutual aid given state E3 Local Option 4 ❑ Automatic aid given CONTROLLED optional,except for wildland fires 5 ❑ )ther alcl given ❑ Controlled u U J L J I I I I -..,NZ-:None LAST UNIT:CLEARED,required except wildend fire Special J LSpecial Their Incident umber ® Last Unit � � � � Study ID# Study Value Cleared O1 31 2008 08:38 Actions Taken G1 Resources C72 Estimated Dollar Losses&Values Check this box and skip this section if an LOSSES: Required for all fires if known. Optional for non fires. 43 Hazardous materials spill control and I Apparatus or Personnel form is used. None Primary Action Taken(1) - Apparatus Personnel Property I. - 48 Remove hazardous materials I Suppression 1 u Contents I I ❑ Additional Action Taken(2) EMS 1 J PRE-INCIDENT VALUE: optional 82 Notify other agencies. Other-I 2 I L_27 property Additional Action Taken(3) Check box if resource counts include aid I ❑ received resources. Contents I ❑ Casualties ®None Hazardous Materials Release • t Mix`d Use Property Completed Modules H1 H3 Deaths Injuries N❑'None ®Fire 2 Fire NN❑I��1 t mixed: . se Q,Stru,&P -3 Service o l •u 1 .❑ Natural gas slow look,no evacuation or HazMat actions .10 ❑ Rembl""O ❑C 2 Propane gas:<2,lb.tank(as in home BBO grill) 20 ❑ E&ucatlori—se fvitfai�.Fire Cas.-4 ❑ Ftre; Serv. Casualty 3 Gasoline:vehicle fuel tank or portable container 33 ❑ Medical use Civilian 0� L 0 u.. 40 ❑ Residential fuse- EM 6 4 ❑ Kerosene:fuel burning equipment or portable storage a 5 Diesel fuel/fuel Oil: vehicle fuel tank or portable stora r, 51 ❑ f�Of stores . ❑,HazM'at-7 Detector ❑ '° � ❑ Enclosed mall ❑,VJ zMdtd Fire-8 H2 6 ❑ Household solvents: Home/office spill,cleanup only 58 ❑ BU�s(]iless 06sidential Required for confirmed fires 7 Motor oil:from engine or portable container 59 ❑ Offre a use ❑'Apparatus-9 ❑ 1 ❑"Detector alerted occupants 8 Paint from'paint cans totaling<55 gallons ❑ Industrial u�ej , ❑ Personnel-10 p ❑ p g g 2❑;Detector did not alert them 0 ❑ Other:Special HazMat actions required or spill>55 gal., ❑ Farm use U❑I Unknown ❑ Mil�ry use Please complete the HazMat form ® Other mixed use Property Use Structures 341 0 Clinic,Clinic T ' e infirma 539 ❑ Household goods,sales,repairs Yp infirmary 9 P 131 ❑ Church,place of worship 334 ❑ Doctor/dentist.office 579 ❑ Motor vehicle/boat sales/repairs 161 Restaurant or cafeteria ❑ Prison or jail,not juvenile 571 ❑ Gas or service station 161 ❑ RestBarltaurant n or nightclub 419 ❑ 1-or 2-family dwelling 699 ❑ Business office 21.3 _❑ Elementary school l kindergart. 429 ❑ Multi-family dwelling 615 ❑ Electric generating plant 2-15 u❑❑ High school or junior high 439 ❑ Rooming/boarding house 629 ❑ Laboratory/science lab 449 College, .facility for the aged [1 Commercial hotel or motel 241 Coll adult ed. 700 ❑ Manufacturing plant 311 Care ❑ 459 ❑ Residential,board and care 819 ❑ Livestock/poultry storage(barn) 331 ❑ Hospital 464 ❑ Dormitory/barracks 882 ❑ Non-residential parking garage 519 ❑ Food and beverage sales 891 ❑ Warehouse utside 124 .Playground or park 99' ❑ Vacant lot 981 [1 Construction site 38 655 _ Crops or orchard ❑ Graded/cared for plot of land 984 ❑ Industrial plant yard 6F9 ''❑ Forest(timberland) 946 ❑ Lake,river,stream ❑ 951 ❑ Railroad right of way 807; Outdoor storage area ❑ 960' Other street Look u and enter a 919 Dump or sanitary landfill ❑ Property Use code only if Property Use 571. 931 [3Open land or field 961 ❑ Highway/divided highway you ha NOT checked a 1 ❑ 962 ❑ Residential street/driveway, Property Use box: - Service station,gas NFIRSI ReWsm 3n1r99 A286066 - EXP 0, 113112008 PAGE 1 OF 2 HYANNIS FIRE DEPARTMENT - MFIRS REPORT rA • � Person/Entity Involved Local Option ess name(if applicable) Phone Number ;s III Check this box if same address as �J incident location. Mr.,Ms.,Mrs. First Name MI Last Name Suffix Then skip the three I I I duplicate address I I I I I 4 I I I lines: �•::. �_J LJ LJ LJ Number/Milepost Prefix Street or Highway Street Type Suffix Post Office Box Apt./Suite/Room City UI i Slate Zip Code 0 Mo. re'people Involved? Check this box and attach Supplemental Forms(NFIRS-IS)as necessary. OWner Same as person involved? Then check this box and skip Local Option the rest of this section. I Business name(if applicable) '" Phone Number " Check this box if I I 11 I I u same address as IIll incident location. Mr.,Ms., Mrs. First Name MI "Last Name Suffix Then skip the three u I Pr I •U duplicate address ' lines. Number/Milepost Prefix Street or Highway Street Type Suffix a Post Office Box Apt./Suite/Room city, State Zip Code . -`'Remarks: ::Local option A .. ITEMS WITH A MUST ALWAYS BE COMPLETED! ® More remarks?Check this box and attach Supplemental Forms (NFIRS-IS)as necessary. Authorization 199002 I (Thomas H Lanman, III I I Lieutenant/EMI I Suppression ' 0 11 31 2008 Officer in charge ID. Signature: Position or rank Assignment Month Day Year , Check box if same a5 -Officer in charge. 0 0. 199002. IThorrias H Lanman, III I LLieutenant/EM I'l Suppression O1 L1JI 2008. Member making report ID Signature Position or rank Assignment Month Day Year a28.0066 - ,Exp 0, 1/31/2008. 317, Falmouth rd/Rt 28.(Airport Rotory to Bearses Way) page 2 of 2 HYANNIS FIRE DEPARTMENT - MFIRS REPORT O1922 1 �'AI 1/31/2008 �001 � A280066 � �0 Delete, NFIRS - 1S r �,. State •Incident Date nation Incident Number r/1� Exposure Change Supplemental — r`2`Remarks .- _ 317 Falmouth rd/Rt 28 (Airport Rotory to Bearses Way) Received a call from Barnstable Police reporting a motor vehicle crash, unknown injuries, with a car leaking gas. A-828 and E-823 responded. E-823 crew consisted of Lt. Lanman, FF's.: Shopshire, Simkins, and Ddlinau. Upon our arrival the scene consisted of a Scion coupe MA reg. 13 WL64 in the entrance area of the Christy's gas station and convenience store. While entering the property the car had crossed the median divider at the Falmouth Road entrance. The keep right sign was snapped off and the remainder of the sign post had punctured the oil pan as well as the gas tank of the car. The car was leaking gas from it's tank A-828 arrived on scene prior to E-823, immediately following their initial assessment of the driver, they used speedi-dry to dike around the storm drain that the gas was flowing towards. Paramedic Talin estimates that a small amount ( < 1 gallon ) went into the drain. The car's driver, Jose Luis Huete-Rojas, stated that the gas tank was about 2/3 full, approximately 879 gallons. Mr. Huete-Rojas was not injured. E`823.was positioned to block the Falmouth Road entrance and crew was put to work putting down additional speedi-dry on the spill and diking around the car to stop the flow of gas toward the storm drain, alongwith covering 3-4 quarts of motor oil from the engine..Dispatch was given a report of the situation and'additional speedi-dry was requested along with notification to the Board of Health. C-803 with Capt. -C Farrenkopf.arr ved with the requested absorbent and. C-802 with Deputy Melanson also arrived to assess the situation. Mrt Donald Desmarais, Barnstable Public Health 'Division; arrived on scene and was informed of the srtuation;,He stated that he would notify MA. DEP to inquire if further action was needed. The battery of the car was disconnected and once the flow of gas subsided the car was loaded on to a Davis Towing ramp truck and removed from the scene. The speedi-dry was cleaned up and removed from the scene wttl the car. As a. further measure, some Jan-Sole was poured into the storm drain. E-823 returned to quarters at 0840. While returning to quarters we came upon a woman who had slipped and fallen on the ice at the intersection of Winter and Charles Streets. A=828 was called to scene Weather conditions: S Lclear, wind north 12-15, temp. 28 degrees. Lt ;Thomas H. Lanman, III ti t'..: rx< :`. F y A2'0.066 --EXP 0. 113112008 HYANNIS FIRE DEPARTMENT MFIRS REPORT. PAGE 1 * r Health Complaints 05-Nov-04 Time: 8:00:00 PM Date: 11/1/2004 Complaint Number: 17804 Referred To: DAVID STANTON Taken By: DAVID STANTON Complaint Type: ARTICLE XXXIX HAZARDOUS WASTE Article X Detail: ILLEGAL OPERATIONS Business Name: Christys Number: 317 Street: Route 28 Village: HYANNIS Assessors Map_Parcel: 292-005 Complaint Description: Request BOH rep, gasoline/diesel dumped down a drain at Christys on the corner of 28 and Bearses Way. Actions Taken/Results: DS WENT TO SAID LOCATION AND MET WITH CAPTAIN ERIC FARRENKOPF AND DEPUTY DEAN MELANSON. A BRAZILLIAN PUT APPROXIMATELY 9 GALLONS OF GASOLINE INTO HIS DIESEL VAN. WHEN HE REALIZED THIS, HE DROVE OVER TO THE DRAIN, WHICH APPEARS TO BE TIGHT (THE OWNER CALLED LATER TO SAY THAT IT IS AND OIL WATER SEPARATOR DRAIN) AND DUMPED SOME OF THE GASOLINE\DIESEL MIXTURE INTO THE DRAIN. IT IS UNKNOWN HOW MUCH WAS REMOVED FROM THE VAN. THE VAN WAS TOWED AWAY TO PREVENT ANY FURTHER PROBLEMS. THERE WERE A COUPLE OF SMALL SPILLS ON THE GROUND IN THE WOOD CHIPS. THE WOOD CHIPS AND SOIL TO BE REMOVED AND DISPOSED OF PROPERLY. CYN ENVIRONMENTAL (800- 242-5818) IS THE CONTACT FOR CHRISTYS. CYN WAS CONTACTED BY THE 1 Health Complaints 05-Nov-04 CHRISTYS MANAGER ONSITE (KEN CAMILLE-CELL (508) 317-7140) CYN ENVIRONMENTAL IS PUMPING OUT THE GASOLINE\DIESEL MIXTURE. DS TOLD KEN THAT THEY SHOULD REALLY HAVE A CONTINGENCY PLAN ONSITE FOR ANY SITUATIONS THAT MAY ARRISE. KEN SAID HE IS FAIRLY NEW TO THE JOB. THEY DIDN'T HAVE ANYTHING ONSITE ABOUT DRAINAGE AT THIS LOCATION. OWNER CALLED AND SAID IT WAS AN OIL WATER SEPARATOR THERE. CHRISTYS IS CONNECTED TO TOWN SEWER ACCOUNT#4242. PHOTOS ATTACHED. ON 11/2/04, DS CONDUCTED A FOLLOW UP INVESTIGATION IN THE MORNING, THEY WERE STILL AWAITING FOR CYN ENVIRONMENTAL TO PUMP OUT THE OIL WATER SEPARATOR. DS CONDUCTED ' ANOTHER FOLLOW UP INVESTIGATION IN THE AFTERNOON, CYN ENVIRONMENTAL HAD PUMPED OUT THE OIL WATER SEPARATOR, AND HAD LEFT TWO 55 GALLON DRUMS ON SITE WITH WASTE TO BE REMOVED. Investigation Date: 11/1/2004 Investigation Time: 8:25:00 PM 2 t � �- ' LL ti Road Names Parcels c' Raster a ,dry ,r s Y - _ iw ^ a s r n ?��' +tr ♦ y 2 1 � ` s Y i Y'E 100 ft Scale is approbmate. This map is for planning purposes only. Produced by Town of Barnstable Parcel lines shown on this map are for assessing purposes only.They do at 14:45 on 11/2/2004 NOT represent true property boundaries. 3 Fz:� 141�� C1`�11 1 C, P LL �p t ri s r," .. • ' " n }- Road Names 4� l Raster � a a•�... ,-,y �, a,S� ' #<at4 r""'y, 'a•"'PF"+ems A .k � ,y,�'p- 'i �•� � �yyh; � 'a � #". � '� fir. _ �,��... '��°_.w � r: uPICf, M. y y ior Re .Y 100 ft Scale is approbmate. This map is for planning purposes only. Produced by Town of Barnstable Parcel lines shown on this map are for assessing purposes only.They do at 14:43 on 11/2/2004 NOT represent true property boundaries. 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S '1R•§yp a+r M.'a ➢ t � �f t «'d'y' t-. •ro 2""' ,..i. ♦ '`rt�� k�� a � :sr YiT ,'9+;#,,,. k:^`{'. Y� . �t* �,��r+��'t+f 't r �i � ��ap.+er. * 7 �T „+.. !`,,-., # +µ d t r .{a?�.;r' r rs�: �* a rx_, �• ill A: etl" �" x�x x ♦ w•. _; ♦ e a1 �F c 4 F r r 4 Town of Barnstable Health Department mom367 Main Street, Hyannis,MA 02601 163¢ Office 508-790-6265 Thomas A. McKean FAX 508-775-3344 Director of Public Health April 29, 1996 Mr. Gregory Wirsen Fugro East, Inc. 90 Route 6A ` Sandwich, MA 02563 Dear Mr. Wirsen, This letter is to state that Citgo Quick Mart Store# 30213 located at 311 Falmouth Road, Hyannis is granted an extension for the removal of two single-walled steel UST's. Both tanks are 12,000 gallon capacity and have tag numbers# 928 and 929. It is understood that these tanks will be removed in early October 1996 instead of the scheduled June 1996 date. Si erely, Q o i d Donna Z. Miorandi Health Inspector i �QaR® FUGRO EAST, INC. ^ April 18, 1996 Sextant Hill•90 Route 6A Sandwich, MA 02563 Tel: (508)888-3905 Fax: (508)888-6689 Ms. Donna Miorandi File: 16-70-1016 Barnstable Board of Health 367 Main Street Hyannis, Massachusetts 02601 RE: Request for Extension-Underground Storage Tank Replacement CITGO Quik Mart Store#30213 317 Falmouth Road Hyannis,Massachusetts Dear Ms. Miorandi: This letter is in reference to our telephone conversation on April 18, 1996 regarding an extension for the removal of two underground storage tanks (USTs)at the above-referenced site. Previously, it was stated that in order to receive an extension for the removal of the USTs, the most recent tank tightness testing information would required. Enclosed, please find a copy of the most recent tank tightness test which was performed on September 6, 1995 by Tanknology Corporation International. According to the report, the tanks,associated lines and leak detectors were tested, all of which passed. On behalf of The Southland Corporation, Fugro East, Inc. is requesting an extension for the removal of the two single-walled steel USTs(tag numbers 928, and 929) both of 12,000-gallon capacity, installed in 1976. The reason for the extension is to avoid construction activities during the peak seasonal business period. If the extension is granted, the construction operation to replace these two USTs, which would have occurred in June 1996 (per town bylaw), will be rescheduled for early-October 1996. A brief acknowledgment of acceptance sent to this office on behalf of The Southland Corporation will be very much appreciated. Thankyou in advance for your cooperation. Please do not hesitate to call me at the number listed on this letterhead or Steve Lombardi at(508)393- 6779 if you have any question or comments. Sincerely, Fugro East,Inc. Grego C. Wirsen Stephen D. Lombardi Environmental Scientist Senior Geologist/Project Manager GCW:SDL/jtc Attachment cc: The Southland Corporation: Garry Blair-Environmental Manager Scott Johnson-Territory Gasoline Manager A member of the Fugro-McClelland group of companies with offices throughout the world. An Equal Opportunity Employer � 010L.00 VacuTect"'TEST REPORT S.O.J 1 s ry 12 trp•�0100rIDI1Rw m (, xeMtt�rArgruMr Date 09/06/95 _ D_ Owner S41ILAND CORP. Site 30213 Phone • 000 826-8200 Q lrnaoeName�Addtess •SOUTHLAND CORP. 1618 HARDY CASH DR. HAMPTON, GA 23666 i ..GARR'Y' BLAIR a Memalmi dress CITGO 317 FALMOUTH RU HYANNIS, MA 02601 Attn: U o :TANKS ONES. Leek pet m { uwev. ktt end tR s Tefee io CFA^ro p" �. Tuir Dipped DiOPW Probe M* Bubble Air ilne Fnel Eaiet t 2*281 i NFPlA.329SOec't•'�'• ^;'.' Di i YAW Product Witter Wm m NVrm kv— TANK Line De"y tuff UNE Leak LINE LAO NEW , ao� Lent L" L&M DeteW 09*W Detected it aMrledrf SystTy4e TFSr TEST Rw ■- Peal VD($3 STl t t ■ s ■ Tip1E ■ ■ ■ • ■ fqM fr,! Toded . Tint Trek TA PRP/ START START $4 OF fill sm ew or or a t PMAO CAPB* Urod END END END Y"ft Yntb Ynft Fdl Lane• FRP PSIS M TW T1btE opN fell PASS O 1 RW I a J 4tl.uu -uu.jvq N I, Itt • . EarrtDti,HD1M►a !0111:114 JJiV Abb UNL 9 5 v I G a.v U,Im N 4w.r,+e�o»aMoanr►e: tM Thr UNEtftr rer � L t r A otowtrarrwh. y I a •tiler • J . • ,t i e . d d L q UI4l. 9 J JC. 1T.dtr w.lb�wutwtwa pWq Sunrinr :DJ J� t ► , trEnnro aU.U0 jST — :VIA thrrr•.rU.rrw•r �. a a kv 1 S. l n : i E.irtet WD11M . l l a y .) FLU A LEAD Be, l.2 J 0111731 J «Mrr a aruprDt,aro: QPLUS annT.0 ame ar.'a 4t►,l uMEtetrrat i►0.0U O ) M.wA•o lD WMDUrrr6: NdTrm �c te['Errrsi o ' E•wtown+Dtrura DwmW LL W M a to Sun Tom; T. trrertnvb• wr•A..u».w•. M ., Derew E.1ntDSNwOlAtAre t0 . .. x«.rtm torNArrou>Are: alkirn 1 d eel M :� UrErPSsra l - 1 OeoawrBwrNt,r. rD a Tanknology Corporation International fANKNOLOGYRegion: t`(►ttr'H CAS7 kL�la?� Unit Uat� Statet.ic.# State: "t' 5225Hoilister8t HOustm,TX71040 VOTE:Original µacuTed NO reootdbp are reviewed by T"nologY'b Audit Control Depadment and maintained on No. (800)888.8563 a FAX(713)690.2255 APR-16-1996 13:57 FROM SOUTHLAND - VA.BEACH. VA TO BOB CATALDO P.04 so_U /5 -7 O d owtaer. Site* MONITOR WELLS Well Number 1 - 1 2 3 4 1 S 8 T 8 1 9 10 11 12 Well Depth 3 De th to Water Product Detected Q ANoUNT in inch** Standard Symbols for diagram below: F !i Vapor Recovery V.R. w/ Ball Float OM Monitor Well observation Welt (Outside TW*S*d Ana) 'Inside 7f+k S+d Aro+) MB Bail Float a Tank Gauge Vent M Manway L iron Cross T Turbine LLOCc'ttlon Diagram-Include the Vapor Re 9r�� to . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 3 .Q . . . . . . . . . . . . . . . � � . . . . . . . . . . . . . . . . k mot:= . . . . . . . . . . . . . . � . .� . . . . . . `A' . . . . . . . . .1 . . Vapor Recovery ystem&Vents were tasted with which tank? Parts and Labor used General Comments When OWNER or local regulations require Immedlate reports of system failure-Complete the following: REPORTED NAME , DATE TIME TO: Phones* OWNER or Regulatory F1t..E NUMBER ,,�ww7_ w,4 Print Cerblied Toaters ame ac um ez? 7 7 Certified Tesbers Signature Date Tostf ted APR716-1996 13:58 FROM SOUTHLAND - VA.BEACH, VA TO BOB CATALDO P.95 """W4 LOGV CORP INTL PAGE 04 TANKNOLOOY CORPORATION INTERNATIONAL - 5223 PIRI$W-W"t'X%TOxga TT040-629e PS0M f8=8eG-6561 FAX(T IM 090.22SS Certificate of Tightness Service Order : Test Date: Underground storage tank system(sYtested and found tight for: Tank Owner: SOUTHL.1ND CORP. Test Site No.: 30213 Test Site Address: C t TGO 317 FALMOUTH RD Tank(s)only, HYANN I S, MA 0 2 g 01 3 Lines) only, 3 Leak Detector(s) only. Tank sizes & products tested: 1 12000 REG UNL 2 12000 SUPR UVL 3 12000 NO LEAD PLUS Lines Tested: 1A REG, ZA SUP, 3A NO Leak Detectors Tested. 10194 3970 XLD 10194 3968 XLD 1.0194 3975 XLD Valid only with Unit Mgr.Certiftate Number&t4ame Corporate seal 377 TIMOTHY F. HOEY 05/97 U.S.Pstertt saae22a9,CanaGian Patent•��fiSe93,teuopaan Pute,rt Apy.��89283 TANKNOLOGY a vea:Tect M�aad"- is of TANKNOI,OGY CORPORATION WMF(NAnON& PWO:gee V 1"'nOct Report(or tank MgntwWatbn a It* ��tlrs.Ir,Q. • Y TOTAL P.0 y�PyOVINE Tpk�oe TOWN OF BARNSTABLE s OFFICE OF BAflH9TeBLS, : BOARD OF HEALTH y pp 1639 s6;q. \ OIgpY p. 367 MAIN STREET HYANNIS, MASS. 02601 April 7, 1989 The Southland Corporation 131 Middlesex Turnpike Burlington, MA 01803 Re: CITGO Petroleum Corporation Lot 5, Bearse's Way and Falmouth Road, Hyannis - Proposed onsite sewage disposal system for 7-11 Food Store You are granted a variance to install an onsite sewage disposal system in lieu of connecting to Town sewer, at Citgo Petroleum Corporation, Lot 5, Bearse's Way and Falmouth Road, Hyannis, listed as parcel 15 on Assessor's Map 292, with the following conditions: (1) The onsite sewage system must be installed in strict accordance with the requirements of Title 5, of the State Environmental Code, and the Town of Barnstable Health Regulations. (2) The designing engineer must be present on site and supervise the construction of the septic system and must certify in writing to the Board that the system was constructed in strict accordance with his design. (3) The following activities are not authorized at the property: A) Airplane, boat, and vehicle service and repair. B) Chemical and bacteriological laboratory operation. C) Dry cleaning. D) Electronic circuit assembly.. E) Metal plating, finishing, and polishing. F) Motor and machinery service and assembly. G) Painting, wood preserving, and furniture stripping. H) Pesticide and herbicide application and storage. I) Photographic processing. J) Printing. K) Jewelry cleaning. L) Automobile, boat, and motor vehicle washing. M) Automobile, boat, and motor vehicle rustproof ing. N) Any activity involving the use of radioactive materials. (4) No high volume water users will be allowed. This includes doctors and dentist offices, beauty parlors, fitness centers, gymnasiums, restaurants and any other such usages as determined by the Board. (5) The onsite system must be inspected and a Certificate of Compliance issued prior to any occupancy. ,I `• The Southland Corporation Re: CITGO Petroleum Corporation April 7, 1989 (6) Floor plans must be approved by the Board of Health prior to the issuance of any building permits in accordance with 105 CMR 590.000 Retail Food Establishments. This variance is granted because the Department of Public Works has denied your request to tie into the existing sewer force main in Bearse's Way and you have stated the proposed alteration consists of only approximately 130 gallons per day being added into a reconstructed system on site. This variance expires May 1, 1990. Very truly yours, Grover C. M. Farrish, M.D., Chairman Okk, JLAAe- Jane shbaugh W C- ames H. Crojc e , Sr. BOARD OF—HEALTH TOWN OF BARNSTABLE TM/bs copy: Attorney Cynthia Lax Ardell Robert Burgmann �P�oF.THe toy gewf/2 ell,eJ�JG�/��'✓� S B►HBSTABLS, i y MAGIL 39• oO�FG MAY A'* � .?9 rir��a� �8ii6dacjzctd6 02601 COMMISGIONERSt (508) 775-1120 Fit. 123 KEVIN O'NEIL, CHAIRMAN THOMAS J. MULLEN JOHN J. ROSARIO, VIC 'CNMA SUPERINTENDENT PHILIP C. MCCARTIN - ROBERT L. O'BRIEN FLOYD SILVIA ASSISTANT SUPERINTENDENT GEORGE F. WETMORE 2EM ' 1cpq "I��11 March 20, 1989 HOLMES 9nd MCMTH, INC. Mr Robert A Burgmann Holmes and McGrath, Inc 200 Main Street, Room 201 Falmouth, MA 02540 Dear Mr Burgmann: As regards the possible sewer connection for a proposed building to be located at the southeast corner of Bearses Way and Route 28, owned by Southland Corporation, the following comments are made. There are no gravity flow collection mains in the area of the proposed project. There are buildings in the area that are connected to the sewer system through the use of sewage pumping stations feeding into force mains. This practice is no longer permitted and is not an option for this project. It is unlikely that gravity flow sewer collection mains will be available to the immediate area of the proposed project within the next five-year period. Should you have further questions, please contact me at 775-1120. Sincerely, THOMAS MULLEN Superint,�ndent TJM/bw SOUTHLAND APPLICATION FOR VARIANCE FROM GROUND WATER PROTECTION REGULATION ATTACHEMENT A In 1984, applicant originally requested and was granted a variance from the above-named regulation.g n. The variance was requested because the Barnstable DPW had denied Southland's request to tie into the existing sewer force main in Bearse's Way. No gravity sewer existed within 3000 feet of the site, and the proposed alteration consisted of only approximately 130 gallons per day being added into a reconstructed system on the site. (Please see copies of original Application for Variance letter to and from the DPW, November 6, 1984 Board of Health Meeting Minutes and November 7, 1984 letter from Board of Health attached) . Before Southland was able to obtain approvals from other Town Boards the variance expired on� p December 1, 1985. Since that time, Southland has obtained a judgment in favor of the granting of Special Permit from the Superior Court (see judgment dated July, 1987) and approvals from the Conservation Commission contingent upon Board of Health approval of subsurface drainage disposal systems. Where the physical site conditions and DPW position have not changed since 1984, and for the same reasons stated in its 1984 request for variance, Southland Corporation respectfully requests again a grant of variance from the above-named regulation. 1 _ . . 130ARD OF* HEALTH sal r,smty 51 cr `~ I-IYANNIS, is A/ ;Sl. o2do1 VARIANCI� Rr lJLST FOR,., Y2_. : All variniice: re>-(IueUtti nluejt be aubmiicted fifteen (15) dayv prior to the iich5_ciuled !` board of Ret4101 MeetIng. Law Office of .Peter L. Eleey g Attn Attor.n.ey Cynthia Lax Ardell NAME U1'.,A1'1'LICAYJ'1_ The Southland orn 1'I:L: YJ(.E�17)-770-1000 Au1)111 :,;; OF APPLICANT 131 Middlesex Turnpike, Bur.-li�ng_ton• 01 � �or � .. r Y 1JAhU3 U1' 01E1Jt:Et OF 1'ltt)1'!iR'1"Y CITGO Petroleum Corte ""DIVISION NP.M., Not Applicable 1.)A7'1 AP1'R0V1!E) Not Appl_ 'cable `' A:i' ES-';0AS HAP AND PARC1.L NUM11LI L011' SIZ1: � ��2.92-5 1.78t acres K LUi?t'!'1Otd OF It1 e1UL:S'1' Lot 5 Bearge's Wav and almouth ? V.>RI:.IdCI FRUPI RECULA`ION (Lint Regulation) Board of Health Regulation Ground Water Protection (no ident f if ying number tilize an on) Permission to u site subsurface sewage disposal system rather than connect to 'town sewer (within 3000 feet) ` VJ1ItWJi'CE (l'Lly attach letter if wore, t;pttcc it, ttei sic 51) ': Bar_nstabl_e_ -PIT-h_ denied a request to tie into the existin sewer force main in Bearse's Way, NoY y N k gravity sewer exists within 3000 feet of the site. The proposed alteration consists of .only abproximately 13 a consists —��Q 1 On G per rirS�°b e i n g a rl`l.,o ,Please see 'attachment A. ;:rectinG r„r tp5}�S1reBI pn site i., I.'LAU 1'1JU CO1'7Cl S OF 1'Lr11J PEUST liE,>Sl1D11J 7'1L1) CLEARLY UU'1'L3.YJ[fJv VARIANCE r. - E• .. VARIA►iCE' APPROVED, y NOT Al'E'E(0VL:E) ; i Ug: 1:LS:-PR0VAL cv .�,. 1',+rr.1.t31►, M—D. Ch,'I.Liuiuu F, ,. Atle�a J+�«u 1?e�htuieigic _ 1'. HEAL Jttuie=ir 11. C:r'or..lccr O O IW LD 11EA1.'111 4 TOWNOFlW1N IWA ,STABLE 0 t TOWN OF BAIMSIABLE '.~ i,ty'Y S ��"�x" atl''.'y s ii`f,Nrf'54 R.sA, .A„$ °r� i; '` •df x by t r{ T-'a t ;.. S 7 �✓ f *4a wC_, t �.pp+' Qt:L'" n 'E S. r r�. �y. } �.dfx�� _ 5y,� c A{•f Er =rg t t 4, ; � .i N f#a �"�w'""y. '��.'��#A�5ti• 'f3jk' � zS # �,t i r{ n f4y,s "�„ :'r h p tk+ Y.+'Yt a 1f a #zi L "l ,. x --k ✓i � fi t# ^' �,y E l a p3 [ 1r E'1 y.:P <,r i F5�� r�► 0� /qV TI►e Southland Corporation 131 Middlesex Turnpike Eurlingtor►, 1-In. 01803 Attention► of Susar► Digiovanni) l:e► CI•TGO PetroleULl Corporation Lot 5, bearse's Way and Falmouth Road, Hyannis - Proposed onsite sewage disl:osal system for 7-11 Food Store � � -C.� © , Dcar iIs. Digiovar,ni t � ,pis P. I yuu are granted a vzriancc to install nn ons tc r-eroi;e eispe„al Fyatem in + lieu of connecting to Town sewer, at the Ci go Petroleum Corporation, Lot 5, Bearse 's Way and Falmouth Goad, 11yannis with th,! follol:ing condi►_ionn► a onsite sewage syEte;, eiuSt be installed in ritrict accordance- %:ith the requiremeuts of 1'it1E 5 , of the Strate £nvironnentnl Cole, and the Town of Parnstable 1iealth 1:..Fulations. (2) The designing engineer must be present on cite and supervine the con- structior, Of tl,e septic stis::r:,; ar.d must ir, writiiip to the Hoard that t.i-c: "stca u:s conStru,'ted in utr:cL uccur:Innce With his design. (3) The onsite syste,,j mu:;t 1,,e inspected an(' a Certiiic ,te of Compliance issued prior to any occuE:arney. (4) 1iclor plans L7us% be approved by the Hor.r,I of 1:enith prior to th,• is- suance of any building pur,nirn in accordance with 105 Cl•Ir. 590.000, icetall Food Fsrnhll.qhTcnL :. This variance is granted because the Department of Public Works has denied your request to tie into ttiA exi►:tint; sewer force main i►► Hearse 's (env a,rcl you have stated tl,e proposed alteration consists of only approximately 13(, gallons per day being adde< into a reconstructed sysLev. on site. dVery truly yours, obert L. Childs, Chairman Ann Jane Eshba0gh 4 V_'.) .J . BOARD OF HEALTH TOWN OF BARNSTABLE JMK/mm THE COMMONWEALTH OF MASSACHUSETTS BOARD OF HEALTH ........................................OF...................----•----.......... Aliptiraiion for Disvnstt1 Vorko Tonstrurtion "unfit Application is hereby made for a Permit to Construct ( ) or Repair ( ) an Individual Sewage Disposal System at: ...............- -- ..........................................I....... -•••-.......--------•---•----•....---- ... ....... Location-Address or Lot No. v vfi� yJ �vQ�o, .r�/cvr/ dl za,�.-Tb .e�f ••-•-.........-- ......-_.. .-•---------••-•••---.---- ---••-•--••---••--......--•-••.....-..... Owner Address W "installer Address Type of Building Size Lot.., ._�l` ...Sq. feet ` Dwelling—No. of Bedrooms.......... ...............................Expansion Attic (—) Garbage Grinder ( ) aOther—Type of Buildingsle—'VA_ `�Ie......_..... No. of persons...........3............... Showers (— ) — Cafeteria Other fixtures ---------------------------------------•--------........ W Design Flow............................................gallons per person per day. Total daily flow............................................gallons. WSeptic Tank—Liquid capacity............gallons Length................ Width................ Diameter................ Depth................ x Disposal Trench—No..................... Width.................... Total Length.................... Total leaching area....................sq. ft. Seepage Pit No..................... Diameter.................... Depth below inlet.................... Total leaching area..................sq. ft. Z Other Distribution box ( ) Dosing tank ( ) aPercolation Test Results Performed by.......................................................................... Date........................................ Test Pit No. I................minutes per inch Depth of Test Pit.................... Depth to ground water........................ w Test Pit No. 2................minutes per inch Depth of Test Pit.................... Depth to ground water........................ a ••-•--•-•-----------•• . - ------------e-----.--•----------- ----•----•--------•----------•-••-----•-------------•---- D Description of Soil................................. . ��/3�/.� x 1 , -/ �c o� �� — wiz �lh� 'l W --•---------•-- •--•-•------•••---------•-•--•••------•--------------•-----•.. ------------...-- . �.� /aa..4�- --------------- ----=-------------------------------------------------=----- V Nature of Repairs or Alterations—Answer when applicable---------.................................................................................. --------------------------------------••-----------------------------. Agreement: The undersigned agrees to install the aforedescribed Individual wage Disposal System in accordance with the provisions of TI 11 j of the State Sanitary Code— Tne_u rs n d further agrees not to place the system in operation until a Certificate of Compliance has been iss e 'by e bo of health. Signed-----.....-•---•------- ------ -•-- .......... �/ Date Application Approved By........C ._ .. _....�/,f -l---�--r ........ ...... •..... Date Application Disapproved for the following reasons-------------•---- .-------------_----- ------•-----------------------------.---------------.--------- ...-•-•-----•------•-•...-•-••----•-••--•••------•----•.............•----------•-•...__....-•-•-------•---------•---------------------•-----•-------••---•---•------•-----------•.._........----------- Date PermitNo........ ..�Y .................... Issued_....................................................... Date THE COMMONWEALTH OF MASSACHUSETTS BOARD OF H ' MG ENGINEER MUST SUPERVISE TI10N AND CERTIFY IN WRITING ...............o F......... FEM•WAGANSTALLED IN STRICT %Cpdif iratr of (f TO PLAN. THIS IS TO CERTIFY, That the Individual Sewage Disposal System constructed >_� or Repaired ( ) b �,, Installer has been instaileain accordance with ------W �w................................................. i the provisions of i� '1 j of The tare Sanitary Code as described in the application for Disposal Works Construction Permit No.....a.-91�:...%-�...... dated_....................... ..................... THE ISSUANCE OF THIS CERTIFICATE SHALL NOT BE CONSTRUED AS A GUARANTEE THAT YHE SYSTEM WILL FUNCTION SATISFACTORY. DATE................................................................................ Inspector.................................................................................... THE COMMONWEALTH OF MASSACHUSETTS. BOARD OF HOSMIdNG ENGINEER MUST SUPERVISE .......... ..tea n............OF..... - �,TION AND CERTIFY IN WR TEKWAS'MS"TALLED ACCORQANC O PLA Disposal 10orkg Cunstr %firrutt�'� Permissionis hereby granted.............................................................................................................................................. to Construct X or Repair ( ) an Individual Sewage Disposal System ! 6 J ..- ' ....... t et as shown on the application for Disposal `'Yorks Construction Perrrut No._p.�n..7. Dated.......................................... --------------------•---..•...-•---------------•-•-•-----------•----•--------------------•------•-••---- Board of Health .i . FORM 1255 HOBBS & .WARREN, INC.. PUBLISHERS ,t ALI- � THE COMMONWEALTH OF MASSACHUSETTS BOARD OF HEALTH ---•................... ..................OF...........-.........-....._........... Appliratinn for Disposal Works Toustrnrtion ami# Application is hereby made for a Permit to Construct ( ) or. Repair ( ) an Individual Sewage Disposal System at: - .......__.- .........-•- --------• --------•-----••-•-•....... •----•------•..._....---•••-•................••......-•-•-•..... ...... --....._......... Location-Address or Lot No. - ....................................... W Owner Address ................................................. --------•--•------------------------•----- ------------ ... ^-----•------ Installer Address Type of Building Size Lot..., ..�.......`�._Sq. feet .-� Dwelling—No. of Bedrooms........... ...................Expansion Attic ( —) Garbage Grinder ( ) a Other—Type of Building/e.E 2��4....__..... No. of persons...........3.............. Showers (— ) — Cafeteria ( —j Other fixtures W Design Flow............................................gallons per person per day. Total daily flow............................................gallons. WSeptic Tank—Liquid capacity............gallons Length................ Width................ Diameter................ Depth................ x Disposal Trench—No..................... Width.................... Total Length.................... Total leaching area....................sq. ft. Seepage Pit No--------------------- Diameter.................... Depth below inlet.................... Total leaching area..................sq. ft. Z Other Distribution box ( ) Dosing tank ( ) Percolation Test Results Performed by.......................................................................... Date........................................ Test Pit No. I................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........................ W ....................... �J'/ E? �.L/-..i✓.( -•--------.------••------------------•---•--•--------------- Dc� Description of Soil........................•--•......//V.......... ......................................................................./_ /T v �Z4J 0hV r • .--- -•---- U Nature of Repairs or Alterations—Answer when applicable...___...."'................................................................................ --------------------------------•---------...--------------•---•--•--------....-----....------•-••------•----••----------------------....-----••-------•------------•--•-------------•••----...-••-••--• Agreement: The undersigned agrees to install the aforedescribed Individual S wage Disposal System in accordance with the provisions of TITLL 5 of the State Sanitary Code—The un si further agrees not to place the system in operation until a Certificate of Compliance has been issue by t bo d f health. Signed............. ... •..--•- .......... �'`'' Date / Application Approved B PP PP Y Date Application Disapproved for th ollowing reasons------------------- ............................................ ........................................... ..-•---........•••••.....-•----••------•--.....••----•--••••.......-•-•--....•••--•.............•---...••••.....•-------._.......•---••---...--•---•--••-•-----•--••-•••--••-••-••--••••••--•-•-----•-•- Date Permit No........ -rP-------F'7-6------------------- Issued....................... ................................ Date THE COMMONWEALTH OF DESIGNING ENGINEER MUST SUPERVISE BOARD OF HEIFt,ATION AND CERTIFY IN WRITING THE S TEM WAS INSTALLED IN STRICT ........... . 1�✓i2...............OF............ .� .. E-E-TO-PLAN:.... igrrtifirtttr of Toutplionre THIS IS TO CERTIFY, That the Individual Sewage Disposal System constructed ( or Repaired---------------------------------------- ( ) bY-------•---------------------------------------------------------------------------------------- ------------------•----------------------------------- Installer at.............. q'��a +• e - il� has been i sta led in accordance with the provisions of TI 5 of The to Sanitary Code as described in the application for Disposal Works Construction Permit No-------F5 9-p---.}'-0---• 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 HEI NING ENGINEER MUST SUPERVISE LLATION AND CERTIFY IN WRITING OF........ : SXSTF�� Uo�":: 1►�! �+9_l r-n IN! �TR!C;T NO..... � ..-....... r� . . 1� �j I1'!."....--- �� A(,�3"�'�+��tii�.,, - �. 1- FEE..-��. ......... Disposal Works Tonstrnr#ion rrntit Permissionis hereby granted............................................................................................................................................ to Construct ( or Repair ( ) an Individual Sewage Disposal System at No................e......... as shown on the application for Disposal Works Construction Permi No._._g7_, _75ated.......................................... _•••---•---••--•--........•--•-•-•-...--••-•--••-----•-•••--••••--•--•-••-•••----•-•--......-•----------- Board of Health DATE_ ....................................•----.................................... FORM 1255 HOBBS & WARREN. INC.. PUBLISHERS holmes and mcgrath, inc. civil engineers and land surveyors 200 main street, room 201 falmouth, ma. 02540 548-3564 March 15 , 1989 Mr. Thomas Mullen, Superintendent Department of Public Works Town of Barnstable Hyannis , MA 02601 Dear Mr. Mullen: Re Our Job No. 88218 Southland Corporation Route 28 and Bearses Way, Hyannis On behalf of the Southland Corporation, we hereby request permission to connect a proposed Seven-Eleven Store to be built on Lot 5 on Bearses Way at the intersection of Route 28 to the existing force main that passes by the front of the lot in Bearses Way . The force main in question runs from the South Street pump station to the wastewater treatment plant . This request is being made so that we might comply with the Board of Health' s regulations regarding the connection to public sewer. If D you have any questions in this matter, please do not hesitate to contact this office . Very truly yours , HOLMES AND McGRATH, INC . k J F Robert A. Burgmann Vice' President RAB/lh cc : Barnstable Board of Health Cynthia Lax, Esquire a 11ovember 7, 1984 The Southland Corporation 131 Hiddlesex Turnpike Eurlingturl, 1-In. 01803 L!ttentiot► of SIM-111 Digiovanni) L%eI CITGU PetroleULI Corporation Lot 5, Bearse's Wety and Falmouth Road, tlyannin - Proposed onsite sewage dioposal 3yatem for 7-11 Food Store ?car Hs. Digiuvauni I You are granted a variance to install nn onsitc• •oewnt;e eiepclial System in lieu of connecting to Townsewer, at the Citgo Petroleum Corporation, Lot 5, Bearse'a Way aild Falmauth Goad, 11yanniu, with tiv! following conditionne (1) lire Ull:iite sewage systc:l Crust be installed in strict ':)ccordattc with the requirec►euts of Title; 5, of the Stete Environmental Code, and the Tuwn of Parnstable licaltlq I:_Fulations. (2) The designing engineer must be present on circa and supervine the con- structiet!. of the septic s}• ' and must certify in o. writitlr- t the Hoard that ti;c: cyutc:a was Cuila u tr ',;ted in atricl. arcurdalicc! t::tlr Ili,-- uecign. (3) Tile onsite system mu::t be ielopected and a Cel•tilicate of Compliance issued prior to any occuFalnt•.y. (4) Floor plans must be approved by the Bucrd of I:es11th prior tip thy is- suance of any building, per►nirn in eeeordnnce with 105 CI.1F. 590.000. ketall Food Fatnhlisha:enL':. This variance is c•ranted because the Department of Public Works has denied your request to tie into tho exioting sewer force main ill Ilearoe'n Wav ntl<I you have stated the proposed alteration cotinistu of only approximatell, 130 t.!alions per day being adder: into a reconstructed sysLeLz on site. This variance expires December 1, 1SS5. . Ver truly yours:,, gobt L. Childs, Chairman �r- Ann Jane Eshbaogh 4 1• , 5 BOARD OF HEALTH .. TOWN OF BARNSTABLE JMK/mm �J yi1Al Tile Southland Corporation i3;-1'liddinsex-Turnpike' Surlingtun, 1-In. 011103 Corporation - Lot 58 Aearee's Wdy and Falmouth Road, llytinrrta - Proposed onsite sewage t dioposal syutem for 7-11 Food Store / 04 92-) TM Fuu are granted a vzriancc to install an onsi • net��r;;e� diepcnal MY11tenl in 11PU of connecting to 1-own newer„. at the Cit u Petroleum Corporation, I.ot 5, Bearse's Way and l�alrmouth ttoad, Hyannis with thc! following condir:ionu, (1) lire ollulte sec,•;[ ;e s etcsl tnr3r be s 1 Y i:r,,.al led in strict I'rrccord,1r It. -•.,' t.itlr the requirements of Titlr 5, of the Stcte Environc,ent:[1 Code, and the Town of rurnstable !lcalth Rz?ulatLons. r (2) The designing engineer must ',e present on Dire, and supervise the con- elructierl of the septic aVEC _ra and must ccr•t i.l.v iti. writirrt; to the board that ti;cr cyate:a wza cunutru,;:Led in utricl, arcurdntrcc: t:itlr Ili_, uec ign. C �') The onelte system mrrc:t be irrupected and a (:er•tilicatc of Compliance issued prior to any occu�+nnl:y. �� Yloor plans dust be approved by the llur:'s-d of Ne'llth prior to the ir- suance of any buildinP pc•rinits in accordance wit), 105 CI.II; 590,(rOO� .'seta!l Food Fsrnhl i 6h:ccnt This variant: is c,ranred because the Department of Public Uvrlca has denied your request to le into 010 exirrl:in); sewer force main irr Dearue'n Wnv nrld you have stated th proposed alteration consist,# of only approxtr•iatcly 130 E;[rllonc per^day being ddec; into a reconstructed system on site. This variance expires _l Very truly yourb 199f74 L(ow��G�v�11C'S 2 M> 2d •G•t V .1010 s, Chairman • -��, _ 4 p�.`r)e�J � BJARG OF HEALTH 1aQM:r sxr r `rf,c err TOWN OF BARNSTABLE JMK/mm 04, lO= �z 0 5 � ---_ a _ ` /i C&TIOKl SEWD;C;E :,PERM1 k10. VILLAGE _ A IWS711,I.LER5 W&ME h.:.` BU-ILDER S t�1l�A/lE ADDRESS _ - -DI TE PERNAIT 155UED i O ATE COMPLI &Kic'E IssuED : _ Z-o?,S-- w r - THE COMMONWEALTH OF MASSACHUSETTS BOARD OF HEALTH .. _OF........ ...-.........-...... --- I—,......................... - Appliratinu -for 'Uhiposal Morkii Touti#rurtion Prrmit Application is hereby made for a Permit to Construct ( ) or Repair ( ) an Individual Sewage Disposal — ? System at: Location- dres n .pr Lot I. W Owner Address 'Installer Address Type of Building Size Lot_-_ OQ d. -Sq. feet Dwelling—No. of Bedrooms............................................Expansion Attic ( ) Garbage G nder ( ) aOther—Type of Building�r_"_R_g-..S,_T!q....•._ No. of persons____________________________ Showers ( ) — Cafeteria ( ) 0.4 Other fixtures W Design Flow..................................•.........gallons per person per day. Total daily flow......................................__....gallons. 9 Septic Tank—Liquid capacity_ —gallons Length_______________ Width_....----.__-- Diameter................ Depth-.._______...... xDisposal Trench—No. .___._._ _._ VVidtli ..__..___- o, 1 Length____________________ Total leaching area-____-_-____-..-----sq. ft.p i Seepage Pit ime°tr..G� eph elow inlet.................... Total leaching area------------------sq. ft. z; Other Distribution box ( ) Dosing tank ( ) Z/ Percolation Test Results Performed bY----_----- -----------•----------------------------•-•'--'----•-'-••--- Date------------------------------•--_----- ,� Test Pit No. 1----------------minutes per inch Depth of Test Pit.................... Depth to ground water-----------.___-__-__... r-14 Test Pit No. 2................minutes per inch Depth of Test Pit.................... Depth to ground water.....------------____-_- P; ----------------------------------------�----�------_-___-_---•--•-• -----____._______-__-----•--•------------ O Description of Soil.......- -- -- -- ----�1�.__ `i _�✓�� `-___�-..d_____ ___________________ -. t G/f i7 a9 l - -- -K U 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 boarA, eatl . 6 i ne /0''4 g = - a. Date Application A A .R PProved BY --------- ace 1 Application Disapproved for the following reasons------- ----------•------------••-----•------------•••-----•------------•------•••-•-_-----_D -------------- ................•-•'--------•----•-•'----•••---•-•-----------•_._._---•---'--•--••"-•--•----_.__.-_•_•_•._----------- •--•-•--------•--•-----------------•------•-----------------••----•••------------- Date PermitNo......................................................... Issued.._. , ----•-'-- -••--•---•--- Date o� THE COMMONWEALTH OF MASSACHUSETTS BOARD OR HEALTH ----------OF........ . � !!Jt it App iratiun -fur Biipuuttl Works TottMrurtiun Vrrmit Application is hereby made for a Permit to Construct ( ) or Repair ( ) an Individual Sewage Disposal System at: et5. 7Y. # t:Wit_ -•-•-•---•• -••-----•--• ...••-••--•-•-•-----••--•---- Location Address or Lot No Address + ,W1 ...........V ....... - •------ :.. + ........................................................................... 'Installer Address U Type of Buildingrq. feet Size Lot..__f.0_��.�� -, Dwelling—No. of Bedrooms--------------------------------------------Expansion Attic ( ) Garbage Grinder ( ) aOther—Type of Building ...... No. of persons____________________________ Showers ( ) — Cafeteria ( ) dOther fixtures ------------------------------------------------------ ....................................................... W Design Flow--------------------------------------------gallons per person per day. Total daily flow------------------------------------------..gallons. WSeptic Tank—Liquid capacity-IP99gallons Lengt _______ _______ Width___............ Diameter---------------- Depth.-.._______.--- Disposal Trench—No. _________ ___ Width ___ ____.._ of ' Length---____-_-_-..--__.. Total leaching area....................sq. ft. x ,� Seepage Pit No.___ ______ t e r.._ pt elow inlet-................... Total leaching area------------------sq. it. Z Other Distribution box ( ) Dosing tank ( ) G' Percolation Test Results Performed bY-----------•------------------------------------ ------------------------- Date--------------------_-•• ------------- ,a Test Pit No. 1................minutes per inch Depth of- Test Pit._......--___--_-__ Depth to ground water.__-.-_...._.-.._..._._. (14 Test Pit No. 2................minutes per inch Depth of Test Pit-------------------- Depth to ground water------------------------ ----------------------------------------------------- -------- = ' -r.'�11 `ODescrition of Soil_ � ldV . n � J.------- -- ------------------------------------------------------------------------------------- .................. ------------------------------------------------------------------- U 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 health:!" f :/' ,r Date Application Approved BY----_--- :' `� 1�-- Lam:�J� �"� ��. - �� --- ---- Date Date Disapproved for the following reasons: /------------ Application .......... ................•--•-------------•--•-----._...---------------•...-------••••-........_..._.....-•-••--•-•----------•---•-------•-••-------•---•--------------...----------------..........-----------•. Date PermitNo......................................................... Issued........................................................ Date THE COMMONWEALTH OF MASSACHUSETTS BOARD OF HEALTH ..... .........O F...........' �L� ..... Grrtifiratr of filompliaurr --- T S IS r O C .TI Y, That the Individual Sewage Disposal System constructed ( or Repaired ( ) by ..J ''. a''�""� --•- = ` v Installer at...- •• .. b�{---•------------•- has been installed in accordanc with the provisions of Ar 'c e XI of The State Sanitarode as describe in the application for Disposal Works Construction Permit No.S----/L--y� E.� _ / -------------•--. dated----- - --�`--�.©...---7�i-....-----.. THE ISSUANCE OF THIS CERTIFICATE SHALE. NOT BE CONSTRUED AS A GUARANTEE THAT THE SYSTEM WlkL FUNCTION SATISFACTORY. DATE---- ----4-------------•---------------?L-----------------•---•-•-• Inspector----- -------------------------------------------------- THE COMMONWEALTH OF MASSACHUSETTS BOARD 917 HEALT�GL'�/`-'�- t ......OF........ .. ... !� ....._.... .--�- No....... FEE. r ,� n nnrtiutt rrmit Permission i$ l�reby granted---- ---- -- -- --. --------- - • ---------------- --------------•-----------•-------•-------- to Con r ct ) or Re a,r ( ) an?Works ual Se i�osal System.-, at No..... � F `. ---- Street C � as shown on the application for Dis osa Construction Permit T__. ated___._C�^.._^_� _.-7� /�li fit ! _' / --- . -- . --- --------------------- DATE 710 Board of Health 7(:� FORM 1255 HOSES & WARREN. INC.. PUBLISHERS r 1G ' 00 � SnnoC-1A1— EACWlDy �, O PITA,) 'REV- LoGAL �ccD t� (a' 1PJA0KFILV. Et3T1Rt pep i 1•t 41 'o $ ?tlRImt-� i;rj& r-NA tIIA .tET �E-A TF-Q aty�a ell \ 9nsCl:4 ASP• tJ m T!> (� CnVF-T Ai EA � t� C,.t2Ao� j 7 t6O'� E 1;.A1 T 1 tiZ 'e 5 T E "( d �i E G� M n V iz PJ P tJ M°'p 1'L, A C Y- 1 L.L E 0 GA.1 C LEEi-J o V� Go, w 'an e) N w S2 c s i 9Z n e.i �— vc1 R E m S�t.o`r ti; ' � ' 4UVAP l. 342, 03' 15LA 0Z>') , 1 1%WE2- t.Io T ES (, g`��T�>..a :jb1c>W ►J 1 � TO 'QE. (.S AC. E X i S i 1 N c4 J`,5 T E M A T T"E. 3► r t° . 2, P t T A w ® TA►.►14 Q©T B. D To St P t2 v.- G t "T'I C-A t T G®u G'V-' 1—M I►d , WALL T'" t c Y- - W E 3 3 c. L. M C) 1.1 tr{ $7: S . /0 \+j A., V 1;V; D A s �E �-`°'/�1.1�1 1 5 PA'Q Q S T A Pj L.E - M A S 0 . 4. &L WO iZ K To B L I W Q�t c T c.o aA p L i- __-�C /�!�,� ; ! 1 N.:_�J o f T. �-�G? 7 r, A'14CE. W171,4 LOCAL FSCaAt" � ®F 1-iEAt..i >°i 4- - {,�nLL( Q /�5SOG1A� �.J 11►.14�e KIEW'TcW WJ, ►.i1ASZ. . No.— Y � P�OFT"FTO`a OFFICE OF THE BOARD OF HEALTH OF THE i sAaasTesz>a, S Maee. TOWN OF BARNSTABLE, MASS. y � V pp t6;q. `�Qr D MAX -. - --- 19 ,7d SEWAGE DISPOSAL PE MIT _ Permission s granted to _ 1 �--"----- - to construct -�t�-- - ---- ----- -�- T- ------------ Upon the Premises of ` Sketch _ ---- -'"� ---- ---------- ------------- Ik In the illage of core100 orl re feet from any source of water supply 20 fee from building 10 feet from property line Health Officer: -_ AUTOMOBILE DEALERSHIP I S Ro AD — — WOODED j REAL ESTATE AGENCY MW-103 + 1 MW-102UST \ LANDSCAPED PAD +\ + 11 1 \ j 1 (RTN +\ i s 4-21891) ; CANOPY + 1 C BASED ON TOWN OF BARNSTABLE 1 GEOGRAPHIC INFORMATION SYSTEM. MW-104 1 ALL LOCATIONS APPROXIMATE. j NOT FOR CONSTRUCTION PUR POSES. 1 j LEGEND: O MW-101 HESS / 1 = MONITORING WELL '` STATION x x — FENCE #21245 + �� •----- —•— PROPERTY LINE (APPROX.) CHRISTY'S SHOPPING CENTER �� X + 0 20 Fr 40 WOODED !1 APPROX. SCALE j WOODS AND POND �� •� ': 1 p DRAWN BY: PDC FIGURE: I ' DRAWING DATE: 05/07/2009 2 DRAWING TITLE SITE PLAN WOODED — — " " RESIDENCE PROJECT NAME HESS STATION 021245 317 FALMOUTH ROAD HYANNIS, MASSACHUSE17S _ FRAME CENTER RESIDENCE O V _ HIMP� MC ENVIRONMENTAL SERVICES 2 MERCHANT STREET, STE. 2, SHARON, MA 02067-1630 PHONE: (781) 793-0074 FAX: (781) 793-7877 r ,�, _. __ _ r --- _.-'�T - - __ _ __r „-;,�._ _,.... --- --- -- ---- -- /\ - .. , 11 . i :I:!i I IiI;;�I!�I I.i�::�I!I:iI I Ii!i::i i:�i!:;I II iI;��I�!I;�::!i II�I II I:i I;Ii:Ii!I!:I.I i!I I i;1!I .. - I1LLI.t.IL-,,�L II�,,r L.I,I..,L-.I��.'.I,..-,L',-�.�:',,I.L'',:-,, : :Ya 1< I L,I. .1. . I I-1. . .. I-.�I I.I I LL�I I I L..IILL.I�.�II I � I I I I�r.:I I.,I L II L IL..LI.LI.II.I..L I.�.I III LLII I 1 II I.I LI I III.I..I..I.1 Ii..I.II.i..L..I...LI:....I;..II.I..LI I..I.L.I.I.I I.I.I I IL LI I.;.I L.,-..I.,LLL..LII I.-I II..-.... . 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CADD GROUP DAIS. /1 , ID.: C.18 ,584 , , , . - ,:, ,, . . , . . . , • r . 1 : , . . , I, . , . . . i ! . , . ,., - , __. xa I • . : . _ - .. _ _ -_.-- __ , I ,. . I a . . . . . , . , . . ,. , . 1 . . . . . . . ' I I 1. , I I � L I. 1 . I L 1: I , L . :L ,� . . . I t 1. I L . L � I I I �. I I . I I - .1 I . . 11 . :, � L . I I , , , I . '', .. I I I � 11 I I I ; I I .r . . I I. . L I 1. :, - I I I I . I . � ' ' . I I i I . . . ,I It, L. 11 I . .1 I .� I ; I � . � I I I I I . I I I . . . I I I . I I L .. I . 1. . I . . . : . I . I , L 'L I . I 1, I I,, . r I L L I I. . � '''. ,i . I I I I I I . "I I L I..� I 'L�: �, I ; . :::, I , 11 I I I . ., I ,.. . . I I . . I I I I . . . ,�, .. I I - I I . ! I L 1 , - - -- ---..--------- , -� --.------,---.- - -----L'--------_,_,_, _ . 1�� __- --'--L�L---"",--".__________�______-'LL'--'L-___,_-_ __- -- --- _�--------'--L-,_-_,_�,,,._______�_�'L-------'---L'"�---------------'-��L-- .-_ -L-,-.--- -L -----------L- L ---------'L----L-L- I �i - L---------------- '----L---______. .....----------'-L ---- - \N; n \ R\M Ova 37 N v �R0 M.H. UTILITY POLE RIM= 43.31ul r un 42.68 / 2 D r a5. P G"� 44. 2 AREA LIGHT- _� \M=44 27 \ ' �� LOT 8 27 ell\NG/ ^RK M GSN 44 6 5EE �A�G S 00� �OMa6 4 `� ,E- a4y� o � NOTES 49 RvM" a6. / ' o - �C, a s-1 g0 g 2 ! 9.8 9 °°� 4 I SHELL 1 . ZONING DISTRICT URBAN BUSINESS a3��P� REP \GN as j/ 5 �` Existing Le chfng Tren h 2 . % LOT COVERAGE BY BUILDING = 3. 3% TRAFFIC To be Expanded. See Deta1l LIGHT 5\- \ �, ARC \O ( I This heft AND 3 . ASSESSORS NUMBER 292-5 P\- c, � \ f a5 PoMPo G0N oo G \ON �\�'� 3��L 4 . FLOOD HAZARD ZONE C N 0�E ,v2 0 5G \ q� RG\'P STONE 5 . CONTRACTOR SHALL UNCOVER EXISTING SEPTIC 3912 �2 TANK AND A REGISTERED ENGINEER SHALL a,) o Q 4\ 5 PARKING INSPECT TO INSURE THAT THE SEPTIC TANK 4 a0 a56 s G '� 1 '° 339 4 RE�� IS SUITABLE TO SUPPORT VEHICLE LOADS . � I AREA 6 . ALL PROPOSED SEWAGE DISPOSAL SYSTEM c9 O as 92 5�P8 ��P �'� EXIS�NG ! EA \ ��J - z aa9� �` LEACHING- 3 \ 0 COMPONENTS SHALL HAVE H 20 LOADING N 5a F\N D� �Q 433 TRENCH 33.9 CAPABILITIES \C,\- 4558 2.5''- DEEP �j� O N\ LOT 5 �� 7 BENCHMARK - HYDRANT 20 TOP OF BONNET NUT AREP _\G 1.781 ACRES s j �? ro 6 \ 3�7 a/ - ELEV = 46.65 LL 3�7.8 _ _ _ _ _ _ _ /E �' 8. CONTRACTOR SHALL FILL AND ABANDON EXISTING j J - DISTRIBUTION BOX AND LEACHING PIT. 37\8 9 - / S�PNPRO GY\\NG P E P s LEGEND P\- -�- PRE Q-/ p o ' 38.0 1 . 00 . 00 - EXISTING SPOT ELEVATION HYD. 20 . /S�� J%/ 50 / a53a -o o \ l �i 36.5 \ 2 . �00 00 - PROPOSED SPOT ELEVATION [✓ l 3 �� - PROPOSED PAVEMENT N S� \ ��j a5a o \�P� \PR°P e°X � �S i \ \�� - AG \PN� N P D\S� q�6 Q \ CON R-�E S' B AN �Z 36. frame and rate 2 \ / w \s t /� 4 oR` To 5 9 90 EX Z\G _ �- 4?.\ R O R A G E SH E aP OSEO SEP � �g MP� T 0VED R00 GPL RP /0 \\ -- ---- eye bolt ��A ARE �/ \ \0 GRE P 6 Z 8 \� -a`\�,N/ 6 0��\'�� eAL see detail A �, ARP WG PyG� � EXISTING BERM w6 -Concrere Du t r Pad 1 0 / 5 to be fenced in. 46 - y 6 4 ! 45 �' l � �, .8_� 36/3 \ L 0 T 137 / 33 45.g 6 a 0 5 6.6 1' Go 453 i - - 4645 $ ROPCJ� /r� v ° - _ SpC 011 E� STAKED r j - / �A�G °'o H A Y B _L E S 3,3.7 V A or-enf plhloW '� P �� j 469 a\ / 60 - 5.8 \ 10 outlet pipe (J�- ARE � �� / / / - 'C 5.B5 \_\G ,\� �p - \0 I \ 7.2 SE , A7 0 (\ y - - L cS` 4 4 ah 8 ��'�-_ �� d' j ROP� F.F ' � / o• � _- C 0 all joints 1� 'PvN� 46 / 0 \ be watertight �� S1� ND MOVED �' 469 45 �' f J \0 E D P\NE LANDSCAPE / \� Q\G Shed ++k�ith 3 \ \ 33 5 \ GRV 0E / ,TEST HOLE !pip' Concrel� Slab \ 46.5 /X 4 4 - ( 47 4 �.1 38 0ELEVATION ��o��L �o / �io�\X / 45.1 _ Proposed 4 Di a. x 4 Dee - 4 EXISTING CATCH BASIN `KITH Q�o��`��F,P °� �� Leaching Pit with 2= 4420 of 42° \ 0 PROPOSED ABSORBENT PILLOW ��'� 46. 10' STRIP 0 BEwall around Inv O -ANDSCAPEC ° � \ N.T S. , �\ LOAM Y°O�t• 47 4 I i �9 j 8t SEED ,Zg 2 --- 46. 2 s`r\ \`� 47 8 9 �C3 A6 REVISE DRAINAGE, ADD LEACHING Pr DETAIL drill and top �F. �_ 4Z. -�- 1 - 31 -85 RELOCATE PROPOSED BUILDING M J B JTILITY POLE F` PROPOSED SHRUBS Fq vVITH TRANSFORMER 0 1- 22-85 MOVE SHED and ADD DRAINAGE DETAIL. J.L-C ^ O 9 c '' Removable ADD OFFSET TO RT 28 ADD SIGN - OQ \Q,� 'Lo 9, a"f o �, cover Cleanbackf, I ' H D 6ALV. - _- rP C. MORTAR 4p' - - G z 10-26-84 ADD LIMIT OF WORK AND HAYBALES MJB Grp _ P Q� \ .P / - �\ ` , ."layer of I/8"to I/2 -- - - - ----- ------ - o°c.•• washed stone. DATE DESCRIPTION Drown By Checked 3/8 3 4 ( 0 EYEBOLTS ° ' ° ° ° ° • ° I q0 \ ag. A/C UNIT �� ' ,a v ... - -- -- - - ---- - - - - l --- ag3 41 .1 47.1 \ r. �ON CONC. SLAB Q�NG v ° ° ° ° ° ° °1,ou 0"cod, REVISIONS `s0 UN ERGROUND TEL. �J49D"b0 1 f w� 4 ' Effective i N ',Q SITE PLAN OF LAND & INEMARKER Ey Depth ;� � 'd` o o N.T_ S. �p 48 3 \\ 2 as ° Prevost conc rete ;�; a a PREPARED FOR 9 LEACHING T ,-2 ft.° 4ftdiameter � 2fa THE SOUTHLAND CORP . r� - --� .� DETAIL- I 3 cSIGNAL •p3 2 ft.of3/4'to I/2"washed stone - N T S. VARIES SIGN all around precast pit prov d ng I N EXISTING effective diameter of 8 tt. 4 HYANNIS BARNSTABLE , MASS . 10' DIA. GRAVEL LOT CORRUGATED METAL PIPE 47.57 ROOF DRAT NAGE LEACHING PIT SCALE: 1 " = 20 ' DATE: OCT . 15 , 1984 � o TO BE PERFORATE DEDp oG NOT TO SCALE holmes and mcgrath, inc . STONE-f g 25 civil engineers and land surveyors elo� 200 main street falmouth, ma . 02540 LEACING TRENCH EXPANSION CROSS - SECTION DRAWN: MJB CHECKED: STORE NO . 30213 , NOT TO SCALE JOB NO: 84413 DWG NO: 29-4-2 SHEET I OF 2 „r ------------------- SOIL TEST CONCRETE BLOCK BASIS OF DESIGN -�--Finish grade above and ajacent to system shall slope a min, of 2°10 away from system . DATE OF SOIL TEST84 �-- SEPTAPT. _— NAL_L 4diam. cast iron or Schedule 40 PVC pipe (install with tight joints.) ----- TEST TAKEN BY_ROBERT BURGMANN RESULTS WITNESSED BY J. JACOBI I. F'_0N FROM EX'STING SE'�V'''E STAT'ON -3 `MP'_C'r'EES A' 15GPD = 45 GPD �- - ”— 20 minimum distance (building to edge of leaching system ? ------ ----- - PERCOLATION RATE 2 MIN.lINCH. kETE 2. FLOOR AREA OF PROPOSED 7 - ELEVEN = 2560 S.F AT 5GAL ./IOOSE= 128G.PD. IO�min. dist. -------{ GROUNDWATER NOT ENCOUNTERED SiS F •a�.LK TOP OF _ ` - 3. LEACHING CAPACITY REQUIRED 173 -G. P D. °< <",° `''�c" I FOUNDATION PITCH — - 1- -- 4. SIDE AREA 188 SQ. FT, BOTTOM AREA 78 SQ. FT I E min. -- - _-- --- �' CONCRETE FLOOR - 266 7 -;-- i 6 m n... __—. 5. TOTAL AREA Lx1ST NC _.__SQUARE FEET SOIL LOG 6. EX!ST:NG LEACHING CAPACITY-__-548.__G. PD. EXISTING CITGO _ N° I N° 2 - CONCRETE 7. GASOL,NE STA SON 1 WATER SUPPLY: TOWN MANHOLE COVER SET TO FINISH GRADE F O U N D A T I O N ,— ---- Depth Soils Elev. Depth Soils Elev. 8. PRECAST, REINFORCED CONCRETE UNITS - 0 47.6 FOR H -2 0 LOADING a� -- - LOAM, ; .--- Remo—vab l •. SUBSOIL 2TYPICAL SECTION cover Cleanbackfill I 46. MEDIUMJ level 'NOTES' 2"lae of E('08" EXISTING SAND d — — DI S T ° ° ° ° °' ,o° washed ston e. I. NO CHANGE TO THIS SYSTEM SHALL BE MADE UNLESS o _SEPTIC TANK _ BOX jo '"' SOME 1000 GAL . GRAVEL , N O O `O uY APPROVED IN WRITING BY HOLMES AND MCGRATH, INC. 6 Effo;'4. 6 41.6 „',�b: .. ,<,. •.:.•.:.. . > r,a DeMEDIUM 2. A COPY OF THESE PLANS SHALL BE KEPT ON SITE w w w `.�,� ° I H NSAND > > 3 w" Precasv °°DURING CONSTRUUCTION. c c ' mom r` LEACH ;;ee 13 34. 3 . A COPY OF THESE PLANS SHALL BE FURNISHED TO CONTRACTOR INSTALLING THE SEWAGE DISPOSAL SYSTEM. �2ft.2ft.�.--6ft.diam.--42ft.� 4, HEAVY CONSTRUCTION EQUIPMENT SHALL NOT TRAVEL PROFILE llaoundp precast stone all around precast pi t providing an OVER DISPOSAL SYSTEM DURING OR AFTER CONSTRUCTION. Not to scare. effective diameter of IOft. 5. SEWAGE DISPOSAL SYSTEM SHALL BE CONSTRUCTED IN PROPOSED 7- ELEVEN FIRST FLOOR ELEV.- 46.88 MANHOLECOVERS SET TO FINISH GRADE ACCORDANCE WITH TITLE 5 OF THE STATE NVIRO - MENTAL CODE ---- - -- -- —�- __�-- 6. BEFORE BACKFILLING THE SYSTEM, THE CONTRACTORt. s- .02 - SHALL NOTIFY HOLMES AND MCGRATH , INC. OR THE BOARD OF _ S= .02 NOTE � INVERTS OF THE NEW COMPONENTS OF THE HEALTH AGENT TO INSPECT THE SYSTEM AS CONSTRUCTED. 'a::' _ —_ __ ---.L_ -__- SYSTEM WILL BE ESTABLISHED AT THE TIME __ OF CONSTRUCTION WHEN THE EXISTING SEPTIC PROPOSED — EXISTING TANK IS UNCOVERED SO THAT ITS INVERTS GREASE TRAP+ CAN BE DETERMINED.a„ 2 I, I II — SEPTIC TANK .p^o _ 1000 GAL_ 1000 GAL. ', > d• -T wl w Foundation Designed > C. -- -�- By Others +I PROFILE Not to scale All outlet pipes from the distribution box shall Outlet beset level for at least 2ft.from the box. 9� _ O�� Knockouts I c\j OUTLET71 -► , _ All access Manhole covers for Septic Tank, ``�-IC7N - - �J�r ��\ �� • Distribution Box and/or Leaching Pits set p a, INLET `" �.. n. fib- OUTLET more than 12"below finished grade shall be -- ' raised towithin 12"of finished grade. Outlet \ f Knockouts II Metal frame & cover or concrete cover REVISE PROFILE TO SHOW MANHOLE --+- over "T's" where required. �_ ,� I-31-85 COVERS TO GRADE WHERE NEEDED M J B TYPICAL DETAIL �- -� - - - - � 2 -o — 12 --� (NOT TO SCALE ) Concrete block masonry = DATE — DESCRIPTION Drawnby Checkedby � STEEL REINFORCED PRECAST CONCRETE ; — or • : rate°.covey v . 2 ..Conc`:'cover*is" R E V I S I 0 N S Removable covers — 3"-j �� O Brick masonry ;, oo ;o INLET A:_ _ ►/2 -#- INLET ,-� Qutlet :;j. Outlet PLOT PLAN DETAIL SHEET q Z 1 OUTLET. Knockouts ., ; Knockouts�_ ��,-2"min. min.clearance re aired--' � o� -INLET'�r': e - -, , ,_ °' OF PROPOSED SEWAGE DISPmin.INLET - inle t to outet f'mm. 13 �; 1 �, UTLET - ` -.In� - - p q PREPARED FOR 10"min. Liquid level 14' ,� m :� 6min.— THE SOUTHLAND CORP min. _ — — :; C o` , : pia: a A,:c '•:P' d -p:. pp,... :._Q;, D' IN E � - -- �� -' 0 "0 - - TYPICAL DISTRIBUTION BOX HYANNIS, BARNSTABLE , MASS �rCr - -- -- --. SCALE: 1 = 1'_0" , OCT.I _ ..sale . As shown Date. 0 .. 151 i 984 i I �4 hotmes and mcgrath , inc. -'. /2" •.� _.. a ��. .� •' , . . tom=r:..�,� . iG-..�--.-i=.,�_�,_•. .--.�-�„+4-'_-r_ civil engineers and land surveyors g -� ---- �-•I -- 5' - 3 —I 200 mai n street . . falmo_uth , ma.02540 1 TYPICAL 1000 GALLON SEPTIC TANK Drawn By Checked By , SCALE: 3is" = I'-0" JOB N° 34412 DWG.N°29-4-2 SHEET 2 OF 2 .�c vE' 4 ' i4.. \Ns c� o G B 65 8 R\M Ova=37 9 N 0 ORES\G TT �RO O M.H. UTILITY POLE r RIM= 43.31 ti n o w . \QE \ � D �0 r 42.68 z N\ � 4 AID01 \ N 4 2 4427 \ M AREA LIGHT LOT 287 B GN $• O�1 35 20 \NG pR� MN S q 44 q6 5�` GAS NS p46 I rcX\5 e \ _ 6 c� g A� � O 44 49 R\M= p 46 NOTES 4 S9 44 c 452 � g.� 1 . ZONING DISTRICT URBAN BUSINESS � 4 \o,Q 43 vgP� �A \GNP / / SHELL q 5g �f %�q � � \ 2 . X LOT COVERAGE BY BUILDING = 3.3% TRAFFIC pR\J�PNG� AR 44$ S\-Ae �� p,REA \o I AND 3 . ASSESSORS NUMBER 292-5 LIG Q ENS 4q.62 4533 4 . FLOOD HAZARD ZONE C Q SOA GOvER\2�00\�ASS W T\ - I STONE 5 . EXISTING SEPTIC TANK, DIST BOX & LEACHING PIT TO BE REMOVED z 44 4� 'CO \� \OERG c�� C \A� I v-39.90 3912 2 AND MAY BE USED IN THE NEW LOC AT ION PROV I DE D THEY o �' 0 \, s ASO\-\NE 4�''g 4\ `o PARKING ARE CONSTRUCTED FOR H-20 LOADING. 44.SO 4 $ NGRE�E • . q56 /� G �ANC 44 85 � StonelR'ipr p I t�� 3 9 O ; 4492 M 6 minst e I F� AREA 6 . ALL PROPOSED SEWAGE DISPOSAL SYSTEM z �O POP pS \ �r \ I Gra 0 COMPONENTS SHALL HAVE H-20, LOADING P \SN \ 0 4q 9 _ s S N \� 4454 FG A°E N° ��Q q33 �� w 33.9 CAPABILITIES w 2 _ � i LOT 5 � ,\S�-A / �55a \ \ DETENTION` S 7. BENCHMARK - HYDRANT 202 TOP OF BONNET NUT EA \,\GN 1.78 1 ACRES s\ / ��0 63 BAS I N t a - ELEV = 46.65 456\ _3r1.6 Q -1 rb N `f� 45 ;RESERVEI e 3I SCAN° �� Proposed , EA \� - LEGEND q6g \G 458\ �� 6'diam.x 6 deep /'� \ �`t PRG\A \ Riser 8, N 4 N & L6 LEACHINGPIT \ `� i \,\ Outlet Pipe \ With 2ft.ham. f'stone �� / 4Z\3 46.2� �\ Inv =37. 3fJ STING SPOT ELEVATION all around. Pro osed / c��/ \-o. DIs Box 4 1 . 00 . 00 - EMI +,s J `''/ 45?�4 \� Proposed 1000 Gal. tc�, Pro as ' ` 2 . 00 . 0 - PROPOSED SPOT ELEVATION HYD 20 �,2 SCR/ g550 V� S SEPTIC TANK % too Gal. / i 36 5 - �, c / AQl 45g \ GT�APE L .Inu-37.00 3 . �] PROPOSED PAVEMENT A R o � AA \�/ SIPHsed �P 2 i CON RETE SL B AN sG' 36.5 . frame and grate s 2c 5� �/ gp 24__- R��Q S ORAGE SHE TO o s W _ �s / \GNP 45. o f 45 ` - MP ; E o pE REMOVED ARE P/ \ 3 AL eye bolt F,Q s see detail A �i �,y ,46 �` �a WG � tz, EXISTING BERM 2 E��PN ° ,� t \ oncrete Du t r Pqd P S�P�\G E �g\eon 6 �' to be fenced in. 38 OR, ��P� _ q6 80 P�-K o 6 4 45•V ! / 37 8 3 3 - LOT 137 l /45.9 6 Q S � 6 E*�5�\H\NG 45.3 / / 33•15 I/8 n v t o n line 46.4 8 FZOP 45� - `I P�c �o o 1 Spc oil STAKE \ Sorbent pillow �.oG 46gg\�\\�Q\NG j` / HAY B 60} 69 ARE P \ 0 outlet pipe � / O o '• � C'. 45.83 \' Z L\ 30 \ \NEs a ' o- \ \ all joints Shall �G/ P 46• / 6 O \ p �l ND Mph Ep p/46.9 q5 be watertight� F S� RE � p E P\NE LANDSCAPE \� Q��' Shed ith 3 \ 3 .5 GRUB 'Be HOLE E ConcreN Slab \ � " �/� O \ \ \ \3 46.5 \ �\ 1" . 5 e.•,_ v 4 O 38 . C ELEVATION 5 o �-J / Jlo _ _ _ FO �G F\ I ' 45.E i O 4 G O Proposed 4' Di( x 4' pee -� CFO EXISTING CATCH BASIN WITH Q�O��C`'�F,PO o� �� `� Leaching Pit dthn2 f 220 e Lill g 42o g Q� ? 10 STRIP TO BE I 41all a = PROPOSED ABSORBENT PILLOW O� 46 ' LANDSCAPED DO \ � ADDED SURFACEDRAINAGE DETENTION BASIN. N.TS. LOAM �Fo 47.4 �� 4g 3-23- 89 REVISED SEWAGE DISPOSAL SYSTEM . R.S.J. / 2 'Qyss / 8 & SEED \ \� 9529 462 � REVISE DRAINAGE, ADD LEACHING P(T DETAIL � drill and tap k.� 46 47. 9 41' --� I 1 -31 -85 RELOCATE PROPOSED BUILDING M J B UTILITY POLE ltl f sz O �Fq 47 PROPOSED SHRUBS Fq WITH TRANSFORMER $20 I 1- 22-85 MOVE SHED and ADD DRAINAGE DETAIL. J.L-C Removable ADD OFFSET TO RT 28, ADD SIGN, a, ov ,r Cleonbockfill H D GALV. P.C. MORTAR Q�O�,\ ,A \ f AS -�\NG 2"Ipyerof/a'rol/2" 10-26-84 ADD LIMIT OF WORK AND HAYBALES MJB - 5� o �_ / 06 I \5 err• e O • O • ,o;o� washed stone. DATE DESCRIPTION Drawn By Checked 3/8 x 3/4 I D EYEBOLTS 90 3 4g. A/C UNIT �� G • ' 3 d 4 •1 47.E 4g. 8g ON CONC. SLAB O\� o �� ' _o.. REVISIONS • 0 00 O O O •0NO sy UN RGROUND TEL. 44gp6 I I I gv\\' tN 4' Effective 0,1 ;. SITE PLAN OF LAND \ Depth ar a, d O IN MARKER � � I y• L, DETA i L- A \� G�°F� \ �o •' o a PREPARED FOR �\ 48.3 ' \ 2 . : Precast concrete �; •, N.T.S. � LEACHING PIT THE SOUTHLAND CORP . \ 2 �2ft.�+-•4ft.dicmeter -+ -2ft,l DETAIL- I �- 3 ''Z .03 2 ft.of3Kto I V2"washed stone I N SIGNAL oil around precast pit providing an N• T S. n. SIGN � . EXISTING VARIES effective diameter of 8 ft. �' 4 HYANNIS BARNSTABLE MASS 10" DI A. `.�: ��:. GRAVEL LOT 6 - � CORRUGATED METAL r..'.'=�� :: 47.57 ROOF DRAINAGE LEACHING PIT SCALE: 1 " - 20 DATE: OCT . 15 , 1984 . PI PE Kk O NOT TO SCALEinc . TO BE PERFORATED 8 h0 m@S an mcgra h, WASHED 2.5 civil engineers and land surveyors STONE 200 main street ,�c [ 60RGMP.W4 u; �, iJ, 3U2`_�5 � �• falmouth, ma . 02540ST DRAWN: MJB CHECKED: �<:' �, �.rs�Ot4AL STORE N O . 30213 LEACI NG TR NOT HTOESCPALE SION C R 0 SS - SE CTIU'� JOB N0: 84413 DWG N0: 29-4-2 1- SHEET I OF 2 Y I 1� i I ( SOIL TEST — CONCRETE BLOCK BASIS OF DESIGN - < Finish grade above and ajacent to system shall slope amin.of 2% away from system . DATE OF SOIL TEST SEPT 20, 1984 WALL 4 Duch le Iron, Class 52 Pipe ( Tight joints ) TEST TAKEN BY ROBERT BURGMANN RESULTS WITNESSED BY J. JACOBI I. F'_OJV FROM EX:STiNcS SERVI''E STATION 3 EMPLOYEES AT 15GPD = 45 GPD 10�min dirt. �- 20'minimum distance (building to edgeof leaching system '�ON�Fi E T E ) PERCOLATION RATE 2 MINJINCIW. . SiDE �h MAWTER NOT ENCOUNTERED I °, PITCH - _ -UNDAT---"-- 3. LEACHING CAPACITY REQUIRED 173 G.P D. . FO FID ION PITCH 4. SIDE AREA I88 SQ. FT., BOTTOM AREA 78 SQ. FT. v 6.. Min. -- - -- �-CONCRETE FLOOR 5. TOTAL AREA tXIS ;-ING 266 SQUARE FEET SOIL LOG - CONCRETE 6. EXISTING LEACHING CAPACITY___548 -G. PD. EXISTING CITGO - -� 7. WATER SUPPLY:— TOWN GAsoLNF srA- oN N° I N° 2 FOUNDATION MANHOLE COVER SET TO FINISH GRAD Depth Soils Elev. Depth Soils Elev. 8. PRECAST, REINFORCED CONCRETE UNITS 0 47.6 FOR H -20 LOADING ao _..... ..,..... .. . .. ... ... . ... ... LOAM, ae _ - TYPICAL SECTION �`� Removable suasolL 2 s= 2 ( NGT tO SCALE ), NOTES' a° s= .0 covert-2 0 o P I Clean backf i II I 46. .., MEDIUM ;f _ 2��layerof��'to�'8*' SAND _ h 20 - DIST 0. o o °° ° ° ° e• wasW stone. , I. NO CHANGE TO THIS SYSTEM SHALL BE MADE UNLESS a:tr SEPTIC TANK _ BOX e o° ° ° ° ° SOME r 'o 1000 GAL. �; o , o a o o ° o ��". GRAVEL APPROVED IN WRITING BY HOLMES AND MCGRATH INC. - rr — u �' „ 6 Effective �:;y: 6 41.6 \i�b'. L/Y.••. .. •1. r•.:.•.:.. . �C o• Depth a�C7•�1 R 2. A COPY OF THESE PLANS SHALL BE KEPT ON SITE r w w w ° I H -20 ° ° o t. MEDIUM �. DURING CONSTRUCTION. ls>i �' > 3w Precast concrete v _glc ; LEACHING PIT 13 34. 3 . A COPY OF THESE PLANS SHALL BE FURNISHED TO We CONTRACTOR INSTALLING THE SEWAGE DISPOSAL SYSTEM. �►2ft.�--6ft.diam. 2fc..l 4. HEAVY CONSTRUCTION EQUIPMENT SHALL NOT TRAVEL 2aoundpre as washed stone PROFILE aft around precast pi t providing an OVER DISPOSAL SYSTEM DURING OR AFTER CONSTRUCTION. effective diameter of 10ft. Not to scale. 5. SEWAGE DISPOSAL SYSTEM SHALL BE CONSTRUCTED IN PROPOSED 7- ELEVEN FIRST FLOOR ELEV.= 46.88 MANHOLE COVERS SET TO FINISH GRADE ACCORDANCE WITH TITLE 5 OF THE STATE ENVIRON- MENTAL CODE. 6. BEFORE BACKFILLING THE SYSTEM, THE CONTRACTOR a° SHALL NOTIFY HOLMES AND MCGRATH , INC. OR THE BOARD OF _.02 S= .02 NOTE . INVERTS OF THE NEW COMPONENTS OF THE +d• HEALTH AGENT TO INSPECT THE SYSTEM AS CONSTRUCTED. ra:: SYSTEM WILL BE ESTABLISHED AT THE TIME - - OF CONSTRUCTION WHEN THE EXISTING SEWAGE eo H-20 - H- 20 SYSTEM IS UNCOVERED SO THAT ITS INVERTS a :2` GREASE TRAP - SEPTIC TANK CAN BE DETERMINED. :, ..... :.•o 1000 GAL. 1 It = 1000 GAL. UjI Foundation Designed C > ,w _tire__1i- • By Others c PROFILE I Not to scale Z' All outlet pipes from the distribution box shall z� Outlet Knockouts beset level for at least 2ft.from the box. 9� _ Orr — --_ --��___ _. _ - - —....• - —�-to I � — ?' 0 OI -`z INLET OUTLET -�► N All access Manhole covers for Septic Tank, 1 Distribution Box ond/or Leaching Pits set • '.- --_ -_.--- '` / i'• �) � INLET ; 1 —�"w`�t . OUTLET more than 12 "below finished grade shall be _ raised towithin 12 of finished grade. Outlet Knockouts 3-23-89 !SHEET I REVISED. R.S.J. 'AA&I Metal frame & cover or concrete cover .- over "T's" where required. REVISE PROFILE TO SHOW MANHOLE ; TYPICAL DETAIL �— —• — -- - 1 2'_0" I'-2r� I-31-85 COVERS TO GRADE WHERE NEEDED MJB / az (NOT TO SCALE ) -_ - Concrete block masonry DATE DESCRIPTION Drown by Checked by STEEL REINFORCED PRECAST CONCRETE or n r t '.c••ver a °- o p " �I Brick masonry C c. cover`. R E V I S I 0 N S - I -3 covers Removable covers 3�� I` � INLET • INLET -+- i� , ° :; j PLOT PLAN — DETAIL SHEET 3 min.clearance required- - + , 1 UTLET-� Kno ko is Al. I,. Outlet INLET 8 2��min.inlet tooutet 6'mn. 13 INLET n. .r1 4• = K"OC*O1 OF PROPOSED SEWAGE DISPOSAL SYSTEM '� Liquid level UTLET - 'min -- 'k 1' PREPARED FOR IOmin. 14 _ r 6hn"�— THE SOUTHLAND CORP E CL O EOL --- — I N a� — -�; 0 -0 --- -- T'IICAL DISTRIBUTION BOX HYA NI R T MA SS il cr - SCALE. I - I -0 J Scale : As shown Date: 0CT. 15, 1984 _ ,2" - 4 hotmes and mcgrath , inc. g'-C" — — 200maiengineers n streetd land surveyors �` — I falmouth , ma. 02540 TYPICAL 1000 GALLON SEPTIC TANK ( H-20) SCALE: 3/8" = 1'-0" Drawn By Checked By �ATE' JOBN284412 DWG.N229-4-2SHEET2OF2 - ENGINI a4