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HomeMy WebLinkAbout4418 FALMOUTH ROAD/RTE 28 - Health (2) 4418 FALMOUTH RD. / RT. 28, Cotuit � A oa-CJ/Cg',j Santuit Oil I t. ti i� s rl _....1b2JS -- �(�►�s t s d,�c�,�� .�-a.+. � Hai� �1�. S l�a..►.�.-- �,d s 1�.� OAW err re 6 6P �, 1p Jd Cn�'"-EQrt`�S C�•M;c S � I I I - Al au.� Z� � ev,% w� � r� � p J�.c. lJi'� �i v► - `v 11 io � I M TOWN OF BARNSTABLE LOCATIOl�( y����� ��c,lywrtt� iti&- SEWAGE# VILLAGF'7L ASSESSOR'S MAP&PARCEL Day- b 2/ INSTALLER'S NAME&PHONE NO.� ?yG SEPTIC TANK CAPACITY G) 000 LEACHING FACILITY: (type) _P'ruJort di d �i eld (size) NO.OF BEDROOMS 1 N a11> OWNER CO-i,' C f,i r M PERMIT DATE: COMPLIANCE DATE: 19 3 Separation Distance Between the: 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 r - 1 �- I7f7 s: Pd. 4o 7((. �aC. 6 ` 13Tv � ,,• In Q� 2nOBARNSTABLE LOCATION' ,C SEWAGE # VILLAGE ��,� i ASSESSOR'S MAP & LOT INSTALLER'S NAME & PHONE NO.&ctl ®u Z1 ,91 y 'ng-ZO J'0 SEPTIC TANK CAPACITY r. LEACHING FACILITY:(type) �6ea - (size)'' lea- 9�4 NO. OF BEDROOMS PRIVATE WELL O PUBLIC WATE S BUILDER OR OWNER DATE PERMIT ISSUED: DATE COMPLIANCE ISSUED: i ..VARIANCE GRANTED: Yes No ,y �� :5 �� r ,�, _ � y �- ! ,. , , - O � �i ��� '. � ��� 2 .�JC� Gr �,.,, c� C�`" �, . �� �?"Y3 + a� �. .. �" '.— r Barnstable Town of Barnstable s639. ♦g ����. A Regulatory Services Department 2007 Public Health Division 200 Main Street,Hyannis MA 02601 Office: 508-862-4644 Thomas F.Geiler,Director FAX: 508-790-6304. Thomas A.McKean,CHO Date: April 1, 2009 TO: JASON C. &TASHA M. Regan Trust P O BOX 692 SAGAMORE,MA 02561 c� a U RE: Underground Storage Tank at: 4418 FALMOUTH ROAD/RTE 28 Cotuit Map Parcel: 024021 Tank NO: 4 Tag NO: 00873 Our records indicate that your underground fuel (or chemical) storage tank is over 20 years old, and has not been removed as required by section 326-3: subsection 2 of the Town of Barnstable Code regarding fuel and chemical storage systems. You are directed to remove this tank within sixty(60) days from the date of this notice. After your tank is removed, please furnish this office evidence in the form of a permit from your local Fire Department within ninety(90) days of the receipt of this notice. You may request a hearing provided 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 f ��'fME tgjJr s ♦ Barnstable RARNSMEILF, Town of Barnstable Regulatory Services Department 2007 Public Health Division 200 Main Street,Hyannis MA 02601 Office: 508-862-4644 Thomas F.Geiler,Director FAX: 508-790-6304 Thomas A.McKean,CHO Date: April 1,2009 TO: JASON,REGAN C &TASHA,M J TRS P O BOX 692 O n�] SAGAMORE,MA 02561 RE: Underground Storage Tank at: 4418 FALMOUTH ROAD/RTE 28 Cotuit Map Parcel: 024021 Tank NO: 1 Tag NO: 00870 Our records indicate that your underground fuel (or chemical) storage tank is over 20 years old, . and has not been removed as required by section 326-3: subsection 2 of the Town of Barnstable Code regarding fuel and chemical storage systems. You are directed to remove this tank within sixty(60)days from the date of this notice. After your tank is removed,please furnish this office evidence in the form of a permit from your local Fire Department within ninety(90)days of the receipt of this notice. You may request a hearing provided 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 �t►M _ Barnstable �$ Town of Barnstablei Regulatory Services Department 2007 Public Health Division 200 Main Street, Hyannis MA 02601 Office: 508-862-4644 Thomas F.Geiler,Director FAX: 508-790-6304 Thomas A.McKean,CHO Date: April 1, 2009 TO: JASON, REGAN C &TASHA,M J TRS P O BOX 692 017,30ply ORE, MA 02561 SAGAM RE: Underground Storage Tank at: 4418 FALMOUTH ROAD/RTE 28 Cotuit Map Parcel: 024021 Tank NO: 2 Tag NO: 00871 Our records indicate that your underground fuel (or chemical) storage tank is over 20 years old, and has not been removed as required by section 326-3: subsection 2 of the Town of Barnstable Code regarding fuel and chemical storage systems. You are directed to remove this tank within sixty(60) days from the date of this notice. After your tank is removed, please furnish this.office evidence in the form of a permit from your local Fire Department within ninety(90) days of the receipt of this notice. You may request a hearing provided 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 w *. Barnstable EARN3'CABLE, �p> 4 �,� Town of Barnstable 1 , Regulatory Services Department 2007 Public Health Division 200 Main Street, Hyannis MA 02601 Office: 508-862-4644 Thomas F.Geiler,Director FAX: 508-790-6304 Thomas A.McKean,CHO Date: April 1, 2009 TO: JASON, REGAN C & TASHA, M J TRS P O BOX 692 SAGAMORE, MA 02561 � 0 U RE: Underground Storage Tank at: 4418 FALMOUTH ROAD/RTE 28 Cotuit Map Parcel: 024021 Tank NO: 3 Tag NO: 00872 Our records indicate that your underground fuel (or chemical) storage tank is over 20 years old, and has not been removed as required by section 326-3: subsection 2 of the Town of Barnstable Code regarding fuel and chemical storage systems. You are directed to remove this tank within sixty(60) days from the date of this notice. After your tank is removed,please furnish this office evidence in the form of a permit from your local Fire Department within ninety(90) days of the receipt of this notice. You may request a hearing provided 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 Fee r`• THE COMMONWEALTH OF MASSACHUSETTS Entered in computer: Yes PUBLIC HEALTH DIVISION - TOWN OF BARNSTABLE, MASSACHUSETTS 9ppfitation for Misposal *pstem Construction Permit A Application for a Permit to Construct( ) Repair( ) Upgrade k6 Abandon( ) Complete System ❑Individual Component Location Address or Lot No. ��� j �' o Acif Owner's Name,Address,and Tel.No. 00 NZ e,0664 � ;,. arcel b 0 Z'7 . Let 07-f Cad t� t�' Cie,4� ICe,/T1,1 c , nq r_T11& d o .4 o nstaller's Name ddress ay Tel.No. / (��� nn.N,'�� Design 's Name,Address,and Te.No.Cj����71�-7j,0� �Q Y ev�o-7 3 v '� Ty uilding: Dwelling No.of Bedrooms Lot Size 3�, sq.ft. Garbage Grinder( ) II � Other Type of Building ��t t, � No.of Persons �� Showers( Cafeteria( ) Other Fixtures Design Flow(min.required) d gpd Design flow provided Z5U gpd Plan Date Zp(f Number of sheets Revision Date r Title C- i CGvt� 'ft �I fit.- 16- 6, 4`G Size of Septic Tank ��DO Type of S.A.S. "uI-C '-15'e,d Description of Soil Ct� Pl.- 5 /,, 01'(?l�"l Nature of Repairs or Alterations(Answer when applicable) ati. t? kl Axn 1 ulu ; 4- vdif1, yJtU It Z n't! e-r'Yl, . 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 f the Environmental Code and not to place the system in operation until a Certificate of Compliance has been issued by this Bo ��/'�fV�` lth / Si d `�_ Date gn Application Approved by Date d Application Disapproved by - Date for the following reasons Permit No. 90l 1. � Date Issued �©� � )t Y yd(➢' �+ - N 1 k ``,yak" r t� � rT �,. ����. . '^ • a ¢t �jt i,.4 �r•r Y •gam I f� e � SCx .. F• �• Fee 3.A. THE#tCOMMONWEAL' IH OF MASSACHUSETTS Entered;ncomputer: k t ..� �. yY•es �; PUBLfC"HEALTH DIVISIONTOWNOF BARNSTABL ,yMASACHUSETTS _ 01ppflcatlon for Misposal &pstem Construction 3permit Application for a Permit to Construct( ) Repair( ) Upgrade Abandons(,. ) ]Complete System ❑Individual Component t •1. Location Address or Lot No. y�J a( o A Owner''s Name,Address,and Tel.No.(sAO �jZ T 066y 1. Assessors Map7Parcel 0 Z y �Gf OZl0q �'x Im u a�. O�a 1� /rI,4 Ld Iinstaller's Name1,Q.ddress and Tel. �n ��-;�.�� M.r-;1 Deg '�N�ame,Address,and Te.No.C'j 0 �71 7507 F` t�c' V,G`7, K C,i I v I v �.._ 0 7X 3� T e o wilding V� Dwelling No.of Bedrooms Lot Size l�i Z Z3 sq.ft. Garbage Grinder Other Type of Building 7�7 64rt No.of Persons 2� Showers( ) Cafeteria( Other Fixtures J Design Flow(min.required) ZSd gpd Design flow provided Z 60 gpd Plan Date' ����1� 4, Z p/1 Number of sheets a' �-� Relvision Date �`'��v 2!U(`f ,mac �d Title C p� l"tj Cell f d_ r-r I h._ t4 r - �P d++�"G N4 d, Q C^ V �7// Size of Septic Tank 1�0 p a a j Type of S.A.S. P 0s u/ ''e -dve d- (2 ,X Z 9, e l d Description of Soil Sr P11 AN5 J�� Nature of Repairs or Alterations(Answer when applicable) t/�,j p ,t'i ffi4� S>G Q T . 4 4- .0 Vie'' 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 operation until a Certificate of Compliance-has been issued by this Boa d lth Sign d Date" Application Approved by 1- Date Application Disapproved by E Date for the following reasons Permit No. O i r — Date Issued --------------------------------------------------------------------------------------------------------------------------------------- THE COMMONWEALTH OF MASSACHUSETTS BARNSTABLE,MASSACHUSETTS (Eertificate of Comoliance THIS IS TO CERTIFY,that the On-site Sewage Disposal system Constructed( ) Repaired( ) Upgraded( ) Abandoned( )by n L " \ ) I2 x _0640 1 ! has been constructed in accordance. _With the provisions d-tlie for Disposal System Construction Permit No. Installs Designer #bedrooms N Approved design flow C L7 gpd The issuance of this p/e t shall not be construed as a guarantee that the system will functionydeigned. /� Date �/ Inspector (/�IV ------------------------------------------------------------------------------------------------------------------------------ No. �G ( 9 ( 3 Fee' THE COMMONWEALTH OF MASSACHUSETTS PUBLIC HEALTH DIVISION-BARNSTABLE,MASSACHUSETTS Misposal 9ppstem Construction Vermit ' Permission is hereby granted to Construct( ) nRepair( Upgrade( ) Abandon( )� System located at �.f, and as described in the aQ Application for Disposal Syste Construction Permit. The applicant recognized his/her duty to comply with Title 5 and the followirig�local provisions or special conditions. .,� �W, ,. Provided:Cons "cPiQri must be co leted withi ;tlir a years of the date of this permit.,--,-,,Date 3'w ,(ate A� ove'd b Pp, q by p o f �� —�•:;, ;� Js iE_i " i �� ,r. Town of Barnstable ..��'"E'Owti Regulatory Services Richard V.Scali, Interim Director + BARNSTABLE, 9 MASS. $ Public Health Division ArEp ,ta Thomas McKean, Director 200 Nlain Street,Hyannis,N1A 02601 Office: 508-862-4644 Fax: 508-.790-6304 Installer & Designer Certification Norm Date: 11/21/2019 Sewage Permit# 2019-213 Assessor's Map\Parcel 024/021 Designer: Baxter- Nye Engineering &Surveying Installer: Joyce Landscaping Address: 78 North Street Address: 68 Flint Street Hyannis, MA 02601 Marstons Mills, MA, 02645 On 06-10-2019 Joyce Landscaping was issued a permit to install_ a (date) (installer) septic system at 4404 Falmouth Road Cotuit MA based on a design drawn by (address) Baxter-Nye.Engineering & Surveying dated March 21,-2019 rev. September 17, 2019 (designer) X I certify that the septic system referenced above was installed substantially according to the design, which may include minor approved changes such as lateral relocation of the distribution box and/or septic tank. Strip out (if required) was inspected and the .soils were found satisfactory. I certify that the septic system referenced above was installed with major changes (i.e. greater than 10' lateral relocation of the SAS or any vertical relocation of any component of the septic system) but in accordance with State & Local Regulations. Plan revision or certified as-built by designer to follow. Strip out(if required) was inspected and the soils were found satisfactory. I certify that the system referenced above was constructe 1 liance with the terms of the 1\A pproval letters (if applicable) �10A 0 1Fa , tisss� r� STEPHEN �G,+ D o MATSON ., cn (Installers Signature) CIVIL -o No,46345 , /0 + esigner s Signature) (Affix De?iVWVfTfamp Here) PLEASE RETURN TO BARNSTABLE PUBLIC HEALTH DIVISION. CERTIFICATE OF COMPLIANCE WILL NOT BE ISSUED UNTIL BOTH THIS FORM AiND AS- ' BUILT CARD ARE RECEIVED BY THE BARNSTABLE PUBLIC HEALTH DIVISION. THANK YOU. Q:\Septic\Designer Certification Form Rev 8-14-13.doe ` l c-2-o � Mithew Eddy From: McKean,Thomas <Thomas.McKean@town.barnstable.m Sent: Friday,July 19, 2019 11:04 AM To: 'Dudley, Brian (DEP)' Cc: Matthew Eddy �� J Subject: RE: Cotuit Center for the Arts ✓�T / � -- _ __-._ Follow Up Flag: Follow up a � "t----- Flag Status: Flagged I have no objections either. Thank you. =_..u_._... .. From: Du , Brian (DEP) [mailto:bria ey@sta a.us] Sent: iday, July 19, 2019 10:55 AM To: cKean, Thomas n�'G C . Matthew Eddy bject: RE: Cotuit Center for the Arts Hi Tom, The information Matt presented is correct. Please let me know if you need anything else. (�2� Brian Brian Dudley,Section Chief Wastewater Management—Cape and Islands MassDEP 20 Riverside Dr. Lakeville, MA 02347 508)946-2814 ........................ ............ From: Matthew Eddy Sent: Monday, June 24, 2019 4:17 PM To: McKean, Thomas Subject: RE: Cotuit Center for the Arts Hi Tom, I spoke with Brian Dudley regarding the holding tank for the clay use at Cotuit Center for the Arts. I also told him the Center is installing an under-sink sediment separator for the clay wash down sinks(see the spec attached hereto). Brian said the holding tank wasn't required with the understanding the life of the SAS could be shorter. The center understands this and would prefer not to install the holding tank as they would have to be pumping it frequently with the flow from the sinks and anticipated sink usage. 1 ,4 1 Brian said he was happy to talk to you about it if you wanted to confirm this. Could you let me know how you'd like to address this? I could come in to meet with you if that would be easier. I could meet either tomorrow (6/25),or next Monday(7/1)or Tuesday(7/2). Thanks, Matt Matthew Eddy, P.E. Managing Partner BAXTER NYE ENGINEERING &. SURVEYING •78 North Street-3rd Floor •Hyannis:MA 02601 Ph:508-771-7502 x17 • Fax:508-771-7622 •email:meddy(o—)baxter-nye.com •www.baxter-nye.com Please consider the environment before printing this e-mail CAUTION:This email originated from outside of the Town of Barnstable! Do not click'links, open attachments or reply, unless you recognize the sender's emaR address and'know the content is safe!' CAUTION:This email originated from outside of the Town of Barnstable! Do not click links,open attachments or reply, unless you recognize the sender's email address and'knowthe content is safe!' 2 F-- Cr cker, Sharon t From: McKean, Thomas Sent: Tuesday, October 01, 2019 3:30 PM To: Crocker, Sharon Subject: FW: Cotuit Center for the Arts Sharon A permit has already been issued.This plan replaces the plan on file. 1 now have an extra copy fort the health inspector to review. From: Matthew Eddy [mailto:meddy@baxter-nye.com] Sent: Tuesday, October 01, 2019 2:50 PM r To: McKean, Thomas Subject: RE: Cotuit Center for the Arts i Hi Tom, We just dropped off one copy I'll have another brought over. yes,you issued a permit already. Thanks Matt From: McKean,Thomas<Thomas.McKean @town.barnstable.ma.us> Sent:Tuesday, October 1, 2019 2:49 PM To: Matthew Eddy<meddv@baxter-nve.com> Subject: Re: Cotuit Center for the Arts Hi Matthew, Can we have two hard copies? Has a permit been issued yet? From: Matthew Eddy Sent: Tuesday, October 1, 2019 1:38 PM To: McKean, Thomas Subject: RE: Cotuit Center for the Arts Hi Tom, For your files, attached is the revised plans showing the holding tank removed per our below dialogue. We'll drop off a hard copy for you too. Thanks Matt 1 I e From: McKean,Thomas<Thomas.McKean@town.barnstable.ma.us> Sent. Friday,July 19, 2019 11:04 AM To: 'Dudley, Brian (DEP)' <brian.dudlev@state.ma.us> Cc: Matthew Eddy<meddv@baxter-nve.com> Subject: RE: Cotuit Center for the Arts I have no objections either. Thank you. From: Dudley, Brian (DEP) [mailto:brian.dudley@state.ma.us] Sent: Friday, July 19, 2019 10:55 AM To: McKean, Thomas Cc: Matthew Eddy Subject: RE: Cotuit Center for the Arts Hi Tom, The information Matt presented is correct. Please let me know if you need anything else. Brian Brian Dudley, Section Chief Wastewater Management—Cape and Islands MassDEP 20 Riverside Dr. Lakeville, MA 02347 (508)946-2814 From: Matthew Eddy Sent: Monday, June 24, 2019 4:17 PM To: McKean, Thomas Subject: RE: Cotuit Center for the Arts Hi Tom, I spoke with Brian Dudley regarding the holding tank for the clay use at Cotuit,Center for the Arts. I also told him the Center is installing an under-sink sediment separator for the clay wash down sinks (see the spec attached hereto). Brian said the holding tank wasn't required with the understanding the life of the SAS could be shorter. The center understands this and would prefer not to install the holding tank as they would have to be pumping it frequently with the flow from the sinks and anticipated sink usage. Brian said he was happy to talk to you about it if you wanted to confirm this. Could you let me know how you'd like to address this? I could come in to meet with you if that would be easier. I could meet either tomorrow(6/25), or next Monday(7/1) or Tuesday(7/2). 2 Thinks, Matt M Matthew Eddy, P.E. Managing Partner BAXTER NYE ENGINEERING & SURVEYING •78 North Street-3rd Floor •Hyannis,MA 02601 Ph: 508-771-7502 x17 • Fax:508-771-7622 •email:meddvCcilbaxter-nve.com •www.baxter-nye.com Please consider the environment before printing this e-mail CAUTION:This email originated from outside of the YTown of Barnstable! Do not click links, open attachments or reply, unless you recognize the sender's email address and.know the content is safe! CAUTION:This email originated from;outside of the Town of Barnstable! Do not click links,open attachments or reply, unless you recognize the'sender's email address and know the content is safe! CAUTION:This email originated from outside of the Town of Barnstable! Do not click links, open attachments or reply, unless you recognize the sender's email address and know the content is safe! CAUTION:This email originated from outside of the Town of Barnstable! Do not click links, open attachments or reply, unless you recognize the sender's email address and know the content is safe! 3 TRANSMITTAL BAXTER NYE ENGINEERING & SURVEYING Registered Professional Engineers and Land.Surveyors ; 78 North Street,31d Floor,Hyannis,MA 02601 Tel:(508)771-7502 Fax:(508)771-7622 Date: Octobq, 2019 - To: Tom McKean .' Total No.Pages: Barnstable Board of Health Dept. BN Job No.: 2019-005 200 Main Street t� Subject: Cotuit Center for the Arts Barnstable,MA 02601 4418 Falmouth Road Cotuit,MA cc: File We are sending you ®Attached ❑Under Separate Cover ❑Via Fax(No. of pages including Transmittal Sheet) ❑First Class Mail/Registered#: ; ❑ Overnight ❑ Pick up ®Hand Delivery The following documents: ®Prints/Plans ❑ Specifications ❑Estimates/Proposal ❑ Change Order❑ Shop Drawings n ReP orts/Calculateo s R Other h r DATE COPIES NO. PAGES DESCRIPTION 9/17/19 1 3 BN Plan Sheets C4.0,C5.0,C5.2—24'x 36' stamped and signed by MEP 7/19/19 1 2 Confirmatory email with Tom McKean These items are transmitted as checked below: ® For Your Use ❑ As Requested ❑Returned For Corrections ❑ For Review And Comment ❑For Approval ❑For Distribution Remarks: Hi Tom, For your records attached is the update septic plan showing the holding tank removed as was agreed. I've included a copy for the records of th email chain between you, Brian Dudley (MDEP) and myself. Thanks Matt Matthew Ed P.E. Managing Member MEP/psc 0:\2019\2019-005\ADMIN\TRANSMITTALS\2019-005-TK-Plan Sheets C4.0,C5.0,C5.2-10-01-19.docx /File Note: 'This transmittal contains privileged information.Please contact the sender immediately if this transmittal is illegible, incomplete or not intended for your use. Thank you. -1 Town of Barnstable P# OFIME Department of Regulatory Services BARNSTABLE, : Public Health Division Date NIASR. i639. � 200 Main Street,Hyannis MA 02601 fD MA't s s Date Scheduled Time Fee Pd. ; Soil Surlaebal i Assessment for S e Disposal . Performed By: Witnessed By: LOCATION & GENERAL INFORMATION ' nil Location Address q q( 1rps(.W� Owner's Name �-TA TT-VV,4 Address Assessor's Map/Parcel: 02-Y( � Engineer's Name �l 1M NEW CONSTRUCTION REPAIR Telephone# VIA Ci 3 n►1 Land Use R�-s t o5_�rr 1 6A 1— Slopes(%) O Surface Stones Distances from: Open Water Body It Possible Wet Area ft Drinking Water Well It Drainage Way ft 'Property Line Other It SKETCH:(Street name,dimensions of lot;exact locations of test holes&perc tests,locate wetlands in proximity to holes) Parent material(geologic) ��-l�t� y Depth to Bedrock Depth to Groundwater: Standing Water in Hole: Weeping from Pit Face e Estimated Seasonal High Groundwater DETERMINATION FOR SEASONAL HIGH WATER`TABLE Method Used: Depth Observed standing in obs.hole: in. Depth to soil mottles. in. Depth to weeping from side of obs.hole: in. Groundwater Adjustment ft. Index Well# Reading Date: Index Well level Adj.factor Adj.Gr ndwater Level `. PERCOLATION:TEST Date me Observation Hole# Time at 9" Depth of Perc Time at 6" / V Start Pre-soak Time @ 13, Time(9"-6") End Pre-soak i k Rate Min./Inch IV, ` Site Suitability Assessment: Site Passed Site Failed: Additional Testing Needed(Y/N) e Original: Public Health Division Observation Hole Data To Be Completed on Back----------- ` ***If percolation test is to be conducted within 100' of wetland,you must first notify the Barnstable Conservation Division at least one(1)week prior to beginning. Q:\SEPTIC\PERCFORM.DOC i i i DEEP OBSERVATION HOLE LOG Hole# Depth from Soil Horizon Soil Texture Soil Color Soil Other Surface(in.) (USDA) (Munsell) Mottling (Structure,Stones,Boulders. Consistency.%Gravel) t( �2 r ILA- 2���i���'t tr-� i O t II►me �-)I'D Gr�vG �eN v"g�l . s�gS�n►� l�oy�sl� oI'l� DEEP OBSERVATION HOLE LOG Hole# Depth from Soil Horizon Soil Texture Soil Color Soil Other Surface(in.) (USDA) (Munsell) Mottling (Structure,Stones,Boulders. Consistency.%Gravel) 3(kt /4-Dii e. mqjio, DEEP OBSERVATION HOLE LOG Hole# , Depth from Soil Horizon Soil Texture Soil Color Soil Other Surface(in.) (USDA) (Munsell) Mottling (Structure,Stones,Boulders. Consistent %Gravel t21 rt�- ��L�F�►-L ��`�RZ1t n ant ��v� lo��v��. n e �i DEEP OBSERVATION,HOLE,LOG Hole# Depth from Soil Horizon Soil Texture Soil Color Soil Other Surface(in.) (USDA) (Munsell) Mottling (Structure,Stones,Boulders. Consistency.%Gravel) 25`' SPrr�11 LoAw► 10 �b f In �2�►` � Jti���'!� �R�fb ►�S/�J 1�(bhp r Flood Insurance Rate Map: Above 500 year flood boundary No— Yes Within 500 year boundary No Yes�,c s r I ` Within 100 year flood boundary No_ Yes �' c '7 It Depth of Naturally Occurring Pervious Material Does at least four feet of naturally occurring pervi a aterial exist in all areas observed throughout the area proposed for the soil absorption system? If not,what is the depth of naturally occurring pe vious material? Certification I certify that oAnviro 'Xy(date)I have passed the soil evaluator examination approved by the Department ofental Protection and that the above analysis was performed by me consistent with the required training, xpertise a d exp rience described in 310 CMR 15 .017. Signature �'�, �� Date `;M 1 Q:\SEPTIC\PERCFORM.DOC x. J ktti 1 ; 7 .5OD \ N1 • 1 ru ans --- ' 2.9All 72.1 \ o 1 1\ A 7\` � 74. TAENaas Ym1 ss a \ 121r-4• s sa u rlrs°aAT m PPE s' ` '* ` as-uas \ s / 1 4 VN• \ / 71 73.7 i 74. I.Sm TYO :::::::: COUP TAN( 00 -- i:71iSk::4{t1c7 ;�c;..- 73.7�c\ 73.5 X3.6 :_ :.......:: k. ........a.... \ yr 1.8 ° KRaW TOTAL AAY \ I t °M CA 3. \ v 2.2 73.2 • v.oa.m.sr 73. x .3 i •►. o/ } / 4 EN ���•�: , e 72.4 °/°/ • 4 a 73.2 _ 4-\ �' .1 '' 72.7/ TP' 4 < f,� 4' '. ,. .72 Z • �. A.'.'7. 0 2.'5\/ 4 / N P9 r•oAa rs ua1 woe.sr mmc � � �.. .a�a rt o tN[ATAT o�i�10ra.1°c�0 O 7 ° 4 W IY AT W—yIK ° / �iaT IOIR as m.. ,u or Ao.sounnol 0 73. w � 74.1 °/° /• 4 O U 4.2 00 4 :2 + amp a ° b 4 9- . o� X3.9 s/� �'+ 727 P 73. 73.3 r° ° 24if Xl- /7 ' / 73.2 /d na°c�.o o 9 0 9 Z. 0 W O J N O , O W O Q) O O : r a� SITE PLAN REVIEW STAFF MEETING Scheduled for 2:00—4:30 p.m. April 2,2019 Planning&Development Department 200 Main Street,Hyannis,MA NEW SITE PLAN REVIEW APPLICATIONS: SPR 024-19 Cotuit Center for the Arts 4418 Falmouth Road, Cotuit Map 024, Parcel 021 Zoning: RF,WP/Saltwater Estuary Protection OD Proposal: Redevelopment of an existing gas station/auto repair/retail by adding a 746 s.f. addition to the rear of the existing structure and providing a handicap ramp on the side. The project will include a new gravel parking lot with the stormwater system, new septic system, and lawn/landscape area. SPR 025-19 FOGO Restaurant& GOL Market Cafe Regulatory 25, 55, and 67 Iyannough Rd (Rte 28) and 80 Cedar Street,Hyannis Agreement Map 343, Parcels 002, 005,006 and 008 Zoning: Gateway Medical (GM)/MS (Medical Services); GIZ; WP Overlay Proposal: Interior renovation of existing restaurant building to include new seating in cafe and pizza restaurant. Site work to include relocation of existing business signs, restriping of existing parking areas, and installation of accessible parking spaces. Applicant is seeking a Regulatory Agreement for off-site parking. FORMAL SITE PLAN REVIEW APRIL 4,2019 SPR 026-19 The Dockside Restaurant 110 School Street& 53 South Street,Hyannis Map 326,Parcels 121 & 125 Zoning: HD, GIZ Proposal: The Dockside Restaurant does not have adequate parking onsite at 110 School Street and has applied to formalize the use of the existing adjacent 36-space parking lot at 53 South Street to meet parking requirements for the restaurant. SPR 017-19 Clough 627 South Main Street, Centerville Map 186,Parcel 062 Zoning: RD-1, Centerville River North Bay Neighborhood OD, prior ZBA relief Proposal: Applicant will be seeking a variance from the Zoning Board of Appeals to reconfigure two adjacent lots adding approx. 553 s.f. to the parcel with an existing 1,874 s.f. office use in order to create an adequate onsite parking area. FORMAL SITE PLAN REVIEW APRIL 4,2019 1 S� SPR 027-19 Welcome Appliance Informal 12 Enterprise Road, Hyannis Map 293,Parcel 045 Zoning: B Proposal: Specialty retail and internet sales of appliances. Most orders will be received via internet and delivered. Landlord also owns abutting property (Blanchard's—167 Corporation St.) and will provide a parking agreement for excess parking spaces at the rear of the lot to meet the number of spaces required. PRE-LICENSE REVIEW TOWN PROPERTY SPR 082-18 Pain D'Avignon Revised Plan 15 Hinckley Road,Hyannis Per Staff Comments Map 311,Parcel 020 Zoning: B,WP Overlay Proposal: The proposed project entails an addition to the building. Meeting to review and provide a recommendation regarding the applicant's Town Manager License Request for parking spaces encroaching into Town road layout. SPR 084-18 Carl F. Riedell& Son,Inc. Revised Plan 778 Main Street, Osterville Map 117,Parcel 084 Zoning: BA,AP/GP Overlay Proposal: Demolish existing building and reconstruct at the rear of the property. Meeting to review and provide a recommendation regarding the applicant's Town Manager License Request for parking spaces encroaching into Town road layout. 2 , R y .Town of Barnstable P# � F tME Tp� o Department of Regulatory Services aARNLE, Public Health Division Date G�5 � 1639. `0$ 200 Main Street,Hyannis MA 02601 plED MA't 0 Date Scheduled Time Fee'Pd. 717 Soil Surtabilzty Issessmentjor S76CIA e Disposal Performed By: Witnessed By LOCATION & GENERAL INFORM ��vl Location Address ���1'�j F�IFNI ' 0n4�k��D Owner's Name !A- 0`�L-r F�? � " 1 "TV Address 0 e 1 � ,",,,-!}21/�� t( Iti l�RLw.o_U-5�1`�� Assessor's Map/Parcel: Engineer's Name NEW CONSTRUCTION REPAIR Telephone# O J 5-2- /5 VIA C I S v Land Use _R�c `J t ari_d�JT!V,t Slopes(%) ;]4 U6 Surface Stones Distances from: Open Water Body ft Possible Wet Area ft Drinking Water Well ft Drainage Way ft Property Line +_ft Other ft SKETCH:(Street name,dimensions of lot,exact locations of test holes&perc tests,locate wetlands in proximity to holes) Parent material(geologic) ��(VAKL- (-0t w�5 Depth to Bedrock Depth to Groundwater: Standing Water in Hole: /� '_ Weeping from Pit Face_7D�4e_ Estimated Seasonal High Groundwater ( �W= "_5 DETERMINATION FOR SEASONAL HIGH WATER TABLE Method Used: Depth Observed standing in obs.hole: in. Depth to soil mottles: in. Depth to weeping from side of obs.hole: in. Groundwater Adjustment ft. Index Well# Reading Date: Index Well level Adj.factor Adj.Gr indwater Level PERCOLATION TEST Date Time,%)) l Observation Hole# 3 Time at 9" 1 �11 Depth of Pere � / Time at 6" Start Pre-soak Time @ ' Time(9"-6") ' End Pre-soak Rate Min./Inch Z ,V14A1l k Site Suitability Assessment: Site Passed— Site Failed: Additional Testing Needed(Y/N) Original: Public Health Division Observation Hole Data To Be Completed on Back----------- ***If percolation test is to be conducted within 100' of wetland,you must first notify the Barnstable Conservation Division at least one(1)week prior to beginning. Q:\SEPTIC\PERCFORM.DOC DEEP OBSERVATION HOLE LOG Hole# � Depth from Soil Horizon Soil Texture Soil Color Soil Other Surface(in.) (USDA) (Munsell) Mottling (Structure,Stones,Boulders. Consistency.%Gravel) a tt -).f-i 9a Gfolltt �Logkm 54- 0 11)JUl9 d av)-e r:- DEEP OBSERVATION HOLE LOG Hole# Z, Depth from Soil Horizon Soil Texture Soil Color Soil Other Surface(in.) (USDA) (Munsell) Mottling (Structure,Stones,Boulders. Consistency.%Gravel) 3Gkk Sly LuAw" 1ID jf, t� r4-mC. kw-5NHD ")I On n one DEEP OBSERVATION HOLE LOG Hole# 3 Depth from Soil Horizon Soil Texture Soil Color Soil Other Surface(in.) (USDA) (Munsell) Mottling (Structure,Stones,Boulders. Consistency_%Gravel) lok&JI Y01 �1 n1�ht SG� lnn����L 7 -56-jAN Lodi+ Nk d N dln e- 4%h e DEEP OBSERVATION HOLE LOG Hole# Depth from Soil Horizon Soil Texture Soil Color Soil Other Surface(in.) (USDA) (Munsell) Mottling (Structure,Stones,Boulders. Consistency.%Gravel) zs�l 5htw LON►M 1 a`i �b r��Vl e. " Flood Insurance Rate Map: Above 500 year flood boundary No_ Yes Within 500 year boundary No Yes Within 100 year flood boundary No_ Yes .Depth of Naturally Occurring Pervious Material Does at least four feet of naturally occurring pervi .us aterial exist in all areas observed throughout the area proposed for the soil absorption system? lL If not,what is the depth of naturally occurring pe vious material? Certification I certify that oAnviro (date)I have passed the soil evaluator examination approved by the Department ofental Protection and that the above analysis was performed by me consistent with the required training, xp,ertise a d exp 6nence described in 310 CMR 15.017. i Signature �'�, �, Date �� Q:\SEPTIC\PERCFORM.DOC \ I w \ 2. / \ � •8 \Y 1 1 �os°oa \ 1 \ 1 --- ' 2.9 1 7 n• 33-- q 1 ♦♦ D >o 2�•YIQ•a76•IFAtl6N0 1 ♦ \ i (''f• K 4• ;s IOFNOE4 YIM]G If OP P \ 12 IfN' \\ SOI 40 FGWM 7FD PPE B \ A 400s • ' ♦ 05�L \ b i 1 ♦V 0 ♦ 1 \ ♦♦ as 3M \ 173.7 ♦ � � :xx:s:;sa:: ' cow ::;ax: v";soi::}ui:::3c. 73.7�\ • O .. ir3ii:•. x 70.2 73.5 73.6 iaisiii:• ............ \ ............... .................. .................... ...................... ................. ........... 1\\� / • H OOM TOTAL YEA • n w mml 3• I t � \ Tn 2.2 173.2 • rs•`0M0aawmsr 73. 15 q �� ♦. io X2.4�J � vl / • o/o ♦4 4 / EL o i3.2 \ i+' .:' 72.7/ g 4 xmw" 73.7 o 2.5� / 4 / Qm Owl r-r wl meur m•.onc �: ��•.•' ; '/e /♦\ w m - w we ATc.raT'iim�e�l O 7 e ° 4 73. uj � a rcua r�s ro�af1°['m o ♦ 4 ir 74.1 0/° /♦ / cn 4.2 IY e/ ♦ 4 � � ♦ s�O�DaI•a s � ♦// �i'�� a. o� x3.9 - /o/ �5P - '� 72.73. N o� ' 73.3 /. / ✓ i �/ 24;'!�j / • e/0 4.CYv/ ♦ ;p D /� 712 0� PAw" m 0 ry o N W J U ' N O O T O ry m 0 O OF?FiE TQ� Town of Barnstable Barnstable ' Inspectional Services w BAIiNbTA814 9 ,� Public Health Division 200 Main Street, Hyannis MA 02601 2007 Office: 508-862-4644 Thomas A.McKean,CHO FAX: 508-790-6304 CERTIFIED MAIL#7015 1730 0001 4987 7701 March 22, 2019 COTUIT CENTER FOR THE ARTS INC 4404 ROUTE 28 COTUIT, MA 02635 ORDER TO COMPLY WITH STATE ENVIRONMENTAL CODE, TITLE 5 The septic system located at 4418 Falmouth Road, Cotuit was inspected on 03/11/2019 by Michael DiBuono, certified Title V Septic Inspector for the State of Massachusetts. The inspection of the septic system showed that the system "Fails" under the guidelines of 1995 TITLE V (310 CMR 15.00) due to the following: • Static liquid level in the distribution box above outlet invert due to an overloaded or clogged SAS or cesspool. You are ordered to repair or replace the septic system within one (1)year from the date you receive this notification. Failure to repair/replace the septic system within the deadline period will result in future enforcement action. PER ORDER OF THE BOARD OF HEALTH c e , R.S., CHO Agent of the Board of Health Q:\SEPTIC\Title V Inspection Report Letters Mail ng\Failed or Needs Further Evaluation Letters\4418 Falmouth Road Cotuit.doc s t Town of Barnstable lARNSfAB[E, � 19. Regulatory Services Department -- Public Health Division 200 Main Street,Hyannis MA 02601 Office: 508-862-4644 Richard Scali,Director FAX: 508-790-6304 Thomas A.McKean,CHO Feb 6, 2007 Rev. 5/11/16 DEADLINES TO REPAIR FAILED SYSTEMS (Town Code,§360-44 and Title V: 310 CMR 15.000) An"x"marked in the ❑ is the failure criteria and associated repair deadline 60 DAY DEADLINE CRITERIA ❑ Discharge or ponding of effluent to the surface of the ground ❑ Pumping more than 4 times during the last year not due to clogged or obstructed pipe. ❑ Backup of sewage into the house due to an overloaded or clogged SAS or cesspool y ONE 1 YEAR DEADLINE CRITERIA Static liquid level in the distribution box above outlet invert due to an overloaded or clogged SAS or cesspool ❑ Any portion of the SAS, cesspool, or privy below high groundwater elevation ❑Any portion of the cesspool within a Zone 1 to a public well ❑ Any portion of a cesspool within 50 feet of a private water supply well with no acceptable water quality analysis. (This system passes if the water analysis indicates the well is free from pollution). TWO (2) YEAR DEADLINE CRITERIA ❑ Single Cesspool - Any"conditionally passed systems" (broken cover.,relocation of a pipe,relocation of a driveway due to H-10 components, etc) ❑ Leaching facility with standing liquid level at or above the invert pipe(per Town Code §360-20 h) OTHER Repair deadline: Q:\SEPTIC\DEADLINES TO REPAIR FAILED SYSTEMS.doc IF Mar 12. 2019 22:59 HP Fax page 2 oa -b a-/ Commonwealth of Massachusetts Title 5 Official Inspection Form X' Subsurface Sewage Disposal System Form - Not for Voluntary Assessments 4418 Falmouth Road Property Address -� Cotuit Center For The Arts Inc Owner Owner's Names Information fn is every Cotuit ✓ . quiredioreve MA 02635 3-11-19 page. City/Town State Zip Code Date of Inspection Inspection results must be submitted on this form. Inspection forms may not be altered in any way. Please see completeness checklist at the end of the form. Important:When A. Inspector Information �j, (a�S� ,f filling out forms \._ .• '•• on onlythe the tab James D.Sears `��: JAM use or11 the tab key to move your Name of Inspector = SEARS —+ cursor-do not Capewide Enterprises * use the return key. Company Name �� �`RTI�O _Q y 153 Commercial StreetSpEG�10N Company Address Off "ko Mashpee MA 02649 City/Town State Zip Code 508-477-8877 S 1823 Telephone Number License Number B. Certification I certify that: I am a DEP approved system inspector In full compliance with Section 15.340 of Title 5 (310 CMR 15.000); 1 have personally inspected the sewage disposal system at the property address listed above;the information reported below is true, accurate and complete as of the time of my inspection;and the inspection was performed based on my training and experience in the proper function and maintenance of on-site sewage disposal systems. After conducting this inspection I have determined that the system: 1. ❑ Passes 2. ❑ Conditionally Passes 3. ❑ Needs Further Evaluation by the Local Approving Authority 4. ® Fails 3-12-19 pector s Signature Date The system inspector shall submit a copy of this inspection report to the Approving Authority(Board of Health or DEP)within 30 days of completing this inspection. If the system has a design flow of 10,000 gpd or greater,the inspector and the system owner shall submit the report to the appropriate regional office of the DEP. The original form should be sent to the system owner and copies sent to the buyer, if applicable, and the approving authority. Please note: This report only describes conditions at the time of inspection and under the conditions of use at that time, This Inspection does not address how the system will perform in the future under the same or different conditions of use. t5in5p4oc•rev.7f26Q018 Title 5 official Inspection Form:Subsurface Sewage Disposal System•Page 1 of 18 I Mar 12 2019 22:59 HP Fax page 3 Commonwealth of Massachusetts Title 5 Official Inspection Form Subsurface Sewage Disposal System Form -Not for Voluntary Assessments 4418 Falmouth Road Property Address Cotuit Center For The Arts Inc Owner Owner's Name information is required for every Cotuit MA 02635 3-11-19 page. City/Town State Zip Code Date of Inspection C. Inspection Summary Inspection Summary:Complete 1, 2, 3,or 5 and all of 4 and 6. 1) System Passes: ❑ I have not found any information which indicates that any of the failure criteria described in 310 CMR 15.303 or in 310 CMR 15.304 exist. Any failure criteria not evaluated are indicated below. Comments: Failed Pit-over loaded w/root Mat.The system is a 1000 Gal Tank 0 Box and Pit 2) System Conditionally Passes: ❑ One or more system components as described in the"Conditional Pass" section need to be replaced or repaired.The system, upon completion of the replacement or repair, as approved by the Board of Health,will pass. Check the box for"yes", "no"or"not determined"(Y, N, ND)for the following statements. If"not determined,"please explain. The septic tank is metal and over 20 years old"or the septic tank(whether metal or not) is structurally unsound, exhibits substantial infiltration or exfiltration or tank failure is imminent. System will pass inspection if the existing tank is replaced with a complying septic tank as approved by the Board of Health. A metal septic tank will pass inspection if it is structurally sound, not leaking and if a Certificate of Compliance indicating that the tank is less than 20 years old is available, ❑ Y ❑ N ❑ NO (Explain below): 15lnsp.doc•rev.725/2018 Title 5 Official Inspection Forth:Subsurface Sewage Disposal System Page 2 or 18 1 Mar 12 2019 22:59 HP Fax page 4 Commonwealth of Massachusetts Title 5 Official Inspection Form Subsurface Sewage Disposal System Form-Not for Voluntary Assessments r 4418 Falmouth Road Property Address Cotuit Center For The Arts Inc Owner Owners Name information is required for every Cotuit MA 02635 3-11-19 page. CitylTown State Zip Code Date of Inspection C. Inspection Summary (cont.) 2) System Conditionally Passes(cont.): ❑ Pump Chamber pumps/alarms not operational. System will pass with Board of Health approval if pumps/alarms are repaired. ❑ Observation of sewage backup or break out or high static water level in the distribution box due to broken or obstructed pipe(s)or due to a broken, settled or uneven distribution box. System will pass inspection If(with approval of Board of Health): ❑ broken pipe(s)are replaced ❑ Y ❑ N ❑ NO (Explain below): ❑ obstruction is removed ❑ Y ❑ N ❑ ND (Explain below): ❑ distribution box is leveled or replaced ❑ Y ❑ N ❑ ND (Explain below): ❑ The system required pumping more than 4 times a year due to broken or obstructed pipe(s).The system will pass inspection if(with approval of the Board of Health): ❑ broken pipe(s)are replaced ❑ Y ❑ N ❑ ND (Explain below): ❑ obstruction is removed ❑ Y ❑ N ❑ ND (Explain below): 3) Further Evaluation Is Required by the Board of Health: ❑ Conditlons exist which require further evaluation by the Board of Health in order to determine if the system is failing to protect public health, safety or the environment, a. System will pass unless Board of Health determines in accordance with 310 CMR 15.303(1)(b)that the system is not functioning in a manner which will protect public health, safety and the environment: Nnsp.doc-rev.7126/2018 Title 5 Met Inspection Form!Subsurface sewage oisposal System-Page 3 of 18 Mar 12 2019 22:59 HP Fax page 5 Commonwealth of Massachusetts Title 5 Official Inspection Form Subsurface Sewage Disposal System Form -Not for Voluntary Assessments 4418 Falmouth Road Property Address Cotuit Center For The Arts Inc Owner Owner's Name information is required for every Cotuit MA 02635 3-11-19 page. City/Town State Zip Code Date of Inspection C. Inspection Summary (cont.) ❑ Cesspool or privy is within 50 feet of a surface water ❑ Cesspool or privy is within 50 feet of a bordering vegetated wetland or a salt marsh b. System will fail unless the Board of Health (and Public Water Supplier, if any) determines that the system is functioning in a manner that protects the public health, safety and environment: ❑ The system has a septic tank and soil absorption system (SAS)and the SAS is within 100 feet of a surface water supply or tributary to a surface water supply, ❑ The system has a septic tank and SAS and the SAS is within a Zone 1 of a public water supply. ❑ The system has a septic tank and SAS and the SAS is within 50 feet of a private water supply well. ❑ The system has a septic tank and SAS and the SAS is less than 100 feet but 50 feet or more from a private water supply well**. Method used to determine distance: This system passes if the well water analysis, performed at a DEP certified laboratory, for fecal coliform bacteria indicates absent and the presence of ammonia nitrogen and nitrate nitrogen is equal to or less than 5 ppm, provided that no other failure criteria are triggered. A copy of the analysis must be attached to this form, c. Other: 4) System Failure Criteria Applicable to All Systems: You must indicate"Yes" or"No"to each of the following for all inspections: Yes No ® Backup of sewage into facility or system component due to overloaded or clogged SAS or cesspool ❑ ® Discharge or ponding of effluent to the surface of the ground or surface waters due to an overloaded or clogged SAS or cesspool tNnsp.doo-rev.7/2612018 Title 5 official Inspection Form;Subsurtace Sewage Disposal System•Page 4 or 18 Mar 12 2019 22:59 HP Fax page 6 Commonwealth of Massachusetts 9 Title 5 Official Inspection Form Subsurface Sewage Disposal System Form - Not for Voluntary Assessments 4418 Falmouth Road Property Address Cotuit Center For The Arts Inc Owner Owners Name required fo is every Cotuit required MA 02635 3.11-19 page. City(Town State Zip Code Date of Inspection C. Inspection Summary (cont.) 4) System Failure Criteria Applicable to All Systems: (cont.) Yes No ❑ ® Static liquid level in the distribution box above outlet invert due to an overloaded or clogged SAS or cesspool ❑ ® Liquid depth inaplssspI I is less than 6° below invert or available volume is less than V day flow oPir ❑ ® Required pumping more than 4 times in the last year NOT due to clogged or obstructed pipe(s). Number of times pumped: ❑ ® Any portion of the SAS, cesspool or privy is below high ground water elevation. ® Any portion of cesspool or privy is within 100 feet of a surface water supply or tributary to a surface water supply. ® Any portion of a cesspool or privy is within a Zone 1 of a public water supply wel I. ❑ ® Any portion of a cesspool or privy is within 50 feet of a private water supply well. ❑ ® Any portion of a cesspool or privy is less than 100 feet but greater than 50 feet from a private water supply well with no acceptable water quality analysis. [This system passes if the well water analysis, performed at a DEP certified laboratory,for fecal coliform bacteria indicates absent and the presence of ammonia nitrogen and nitrate nitrogen is equal to or less than 5 ppm, provided that no other failure criteria are triggered. A copy of the analysis and chain of custody must be attached to this form.] ® The system is a cesspool serving a facility with a design flow of 2000 gpd- 10,000 gpd. ® ❑ The system fails. I have determined that one or more of the above failure criteria exist as described in 310 CM 15.303,therefore the system fails. The system owner should contact the Board of Health to determine what will be necessary to correct the failure. 5) Large Systems: To be considered a large system the system must serve a facility with a design flow of 10,000 gpd to 15,000 gpd. For large systems, you must indicate either"yes"or"no"to each of the following, in addition to the questions in Section CA. Yes No ❑ ❑ the system is within 400 feet of a surface drinking water supply ❑ ❑ the system is within 200 feet of a tributary to a surface drinking water supply ❑ ❑ the system is located in a nitrogen sensitive area (Interim Wellhead Protection Area—IWPA)or a mapped Zone II of a public water supply well t6insp.doc•rev.712 612 0 16 Title 5 orWal Inspectian Form,Subsurtece Sewage Disposal System•Page 5 of 18 Mar 12 2019 22:59 HP Fax page 7 Commonwealth of Massachusetts Title 5 Official Inspection Form I�V�v Subsurface Sewage Disposal System Form -Not for Voluntary Assessments 4418 Falmouth Road Property Address Cotuit Center For The Arts Inc Owner Owner's Name information is required for every COtult MA 02635 3-11-19 page. City/Town State Zip Code Date of Inspection C. Inspection Summary (cons.) If you have answered "yes"to any question in Section C.5 the system is considered a significant threat, or answered "yes"to any question in Section CA above the large system has failed.The owner or operator of any large system considered a significant threat under Section C.5 or failed under Section CA shall upgrade the system in accordance with 310 CMR 15,304, The system owner should contact the appropriate regional office of the Department. 6. You must indicate"yes"or"no"for each of the following for all inspections: Yes No ❑ ® Pumping information was provided by the owner, occupant, or Board of Health ❑ ® Were any of the system components pumped out in the previous two weeks? ❑ ® Has the system received normal flows in the previous two week period? ❑ ® Have large volumes of water been introduced to the system recently or as part of this inspection? ® ❑ Were as built plans of the system obtained and examined?(If they were not available note as N/A) ® ❑ Was the facility or dwelling inspected for signs of sewage back up? ® ❑ Was the site inspected for signs of break out? ® ❑ Were all system components, excluding the SAS, located on site? ® ❑ Were the septic tank manholes uncovered, opened,and the interior of the tank inspected for the condition of the baffles or tees, material of construction, dimensions, depth of liquid, depth of sludge and depth of scum? ❑ ® Was the facility owner(and occupants if different fromrowner)provided with information on the proper maintenance of subsurface sewage disposal systems? The size and location of the Soil Absorption System(SAS) on the site has been determined based on: ® ❑ Existing information. For example, a plan at the Board of Health. ❑ ® Determined in the field (if any of the failure criteria related to Part C is at issue approximation of distance is unacceptable) [310 CMR 15.302(5)] a 15insp.doc-rev.71M2DI8 Title 5 Official Inspecdon Form:Subsurface sewage Disposal System-Pap 6 of 18 Mar 13 2019 15:37 HP Fax page 1 Commonwealth of Massachusetts Title 5 Official Inspection Form Subsurface Sewage Disposal System Form - Not for Voluntary Assessments 4418 Falmouth Road Property Address Cotuit Center For The Arts Inc Owner Owner's Name required information e Cotuit MA 02635 3-11-19 required for every page. City/Town State Zip Code Date of Inspection D. System Information 1. Residential Flow Conditions: Number of bedrooms (design): Number of bedrooms (actual): DESIGN flow based on 310 CMR 15.203 (for example: 110 gpd x#of bedrooms): Description: Number of current residents: Does residence have a garbage grinder? ❑ Yes ❑ No Does residence have a water treatment unit? ❑ Yes ❑ No If yes, discharges to: Is laundry on a separate sewage system? (Include laundry system inspection ❑ Yes ❑ No information in this report.) Laundry system inspected? ❑ Yes ❑ No Seasonaluse? ❑ Yes ❑ No Water meter readings, if available(last 2 years usage(gpd)): Detail: Sump pump? ❑ Yes ❑ No Last date of occupancy: Date t5insp.doc•rev.7126M18 Tick 5 OlScial Inspection Fonr:Subsurface Sewage Disposal System-Page 7 of 18 i Mar 13 2019 15:37 HP Fax page 2 Commonwealth of Massachusetts 21 Title 5 Official Inspection Form Subsurface Sewage Disposal System Form - Not for Voluntary Assessments 4� 4418 Falmouth Road Property Address Cotuit Center For The Arts Inc Owner Owner's Name Information is required for every COtult MA 02635 3-11-19 Page. City/Town State Zip Code Date of Inspectlon D. System Information (cont.) 2. CommerciaYindustrial Flow Conditions: Type of Establishment: Commercial BLDG Not In use Gas Station in Pass. Design flow(based on 310 CMR 15.203): na Gallons per day(gpd) Basis of design flow(seats/personslsq.ft., etc.): na Grease trap present? ❑ Yes ® No Water treatment unit present? ❑ Yes ® No If yes, discharges to:; Industrial waste holding tank present? ❑ Yes ❑ No Non-sanitary waste discharged to the Title 5 system? ❑ Yes ® No Water meter readings, if available: 2017-7'000 Gal's 2018-2,000 Gal's Last date of occupancy/use: NA Date Other(describe below): 3, Pumping Records: Source of information: NA Was system pumped as part of the inspection? ❑ Yes ® No If yes, volume pumped: gallons How was quantity pumped determined? Reason for pumping: t5insp.dac-rev.712612018 Title 5 Offfdel Inspection Form:Subsurface sewage olsposal System-Page 8 of 18 1 Mar 12 2019 23:00 HP Fax page 10 Commonwealth of Massachusetts Title 5 official Inspection Form Subsurface Sewage Disposal System Form -Not for Voluntary Assessments 4418 Falmouth Road Property Address Cotuit Center For The Arts Inc Owner Owner's Name information is requi red for every Cotuit MA 02635 3-11-19 page. City/Town State Zip Code Date of Inspection D. System Information (cont.) 4. Type of System: ® 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) ❑ InnovativelAltemative technology, Attach a copy of the current operation and maintenance contract(to be obtained from system owner)and a copy of latest inspection of the IlA system by system operator under contract ❑ Tight tank.Attach a copy of the DEP approval. ❑ Other(describe): Approximate age of all components, date installed (if known)and source of information: 1991 Permit #91 - 77. Were sewage odors detected when arriving at the site? ❑ Yes ® No 5. Building Sewer(locate on site plan): Depth below grade: 20 feet Material of construction: ❑ cast iron ®40 PVC ❑ other(explain): Distance from private water supply well or suction line: feet Comments(on condition of joints, venting, evidence of leakage, etc.): Pipeing is 4"PVC SCH - 40, t5insp.dw-rev.7/26/2016 Title 5 Offidat Inspection Form:Subawam Sewage Disposal System-Page 9 of 18 Mar 12 2019 23:01 HP Fax page 11 i Commonwealth of Massachusetts U Title 5 Official Inspection Form Subsurface Sewage Disposal System Form -Not for Voluntary Assessments 4418 Falmouth Road Property Address Cotuit Center For The Arts Inc Owner Owners Name information is COtUit required for eve MA 02635 3-11-19 page, City/Town State Zip Code Date of Inspection D. System Information (cont.) 6. Septic Tank(locate on site plan): Depth below grade: 10" feet Material of construction: ® concrete ❑ metal ❑fiberglass ❑ polyethylene ❑ other(explain) If tank is metal, list age: years Is age confirmed by a Certificate of Compliance? (attach a copy of certificate) ❑ Yes ❑ No Dimensions: 1000 Gal. Precast H-10 Sludge depth: 2" Distance from lop of sludge to bottom of outlet tee or baffle 28'r Scum thickness 011 Distance from top of scum to top of outlet tee or baffle 26 Distance from bottom of scum to bottom of outlet tee or baffle At Bottom How were dimensions determined? Asbuilt-Tape Sludge Judge Comments(on pumping recommendations, inlet and outlet tee or baffle condition, structural integrity, liquid levels as related to outlet invert, evidence of leakage,etc.): Tank level at seam-Tank Leaking. Tank and covers at 10"below grade in and outlet tee's. t5inap.doc•rev.MAIM Title 5 0%dal Inspeetlorl Form:Subsurface Sewage Disposal System-Page 10 of 18 Mar 12 2019 23:01 HP Fax page 12 Commonwealth of Massachusetts Title 5 Official Inspection Form Subsurface Sewage Disposal System Form -Not for Voluntary Assessments i 4418 Falmouth Road Property Address Cotuit Center For The Arts Inc Owner Owner's Name Information is required for every Cotuit MA 02635 3-11-19 page. Cityrrown State Zip Code Date of Inspection D. System Information (cont.) 7. Grease Trap(locate on site plan): Depth below grade: feet Material of construction: ❑ concrete Cl metal ❑fiberglass ❑ polyethylene ❑ other(explain): Dimensions: Scum thickness Distance from top of scum to top of outlet tee or baffle Distance from bottom of scum to bottom of outlet tee or baffle Date of last pumping: Date Comments (on pumping recommendations, inlet and outlet tee or baffle condition, structural integrity, liquid levels as related to outlet invert, evidence of leakage,etc.): B. Tight or Holding Tank(tank must be pumped 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 per day Anw.doc•rev.712&2018 Title 5 official inspection Form:Subsurface Sewage Disposal System•Page 11 of 18 Mar 12 2019 23:01 HP Fax page 13 Commonwealth of Massachusetts Title 5 Official Inspection Form Subsurface Sewage Disposal System Form -Not for Voluntary Assessments 4418 Falmouth Road Property Address Cotuit Center For The Arts Inc Owner Owner's Name information Is COtUIt required for every MA 02635 3-11-19 page. City/Town State Zip Code Date of Inspection D. System Information (cont.) 8. Tight or Holding Tank(cont.) Alarm present: ❑ Yes ❑ No Alarm level: Alarm in working order: ❑ Yes ❑ No Date of last pumping: Date Comments(condition of alarm and float switches, etc.): i Attach copy of current pumping contract(required). Is copy attached? ❑ Yes ❑ No 9. Distribution Box(if present must be opened) (locate on site plan): Depth of liquid level above outlet invert 0 Comments (note if box is level and distribution to outlets equal, any evidence of solids carryover, any evidence of leakage into or out of box, etc.): D Box is 16"x16"-23" Below Grade w/one line out. Wall's are Gone on Box. II . I t5insp.doc•rev.7/2612019 Tltle 5 OtAcial Inspection Form:Subsurface Sewage Disposal eg spore System•Page 12 of 18 Mar 12 2019 23:01 HP Fax page 14 Commonwealth of Massachusetts Title 5 Official Inspection Form Subsurface Sewage Disposal System Form -Not for Voluntary Assessments .� 4418 Falmouth Road Property Address Cotuit Center For The Arts Inc Owner Owners Name information is required for every Cotuit MA 02635 3-11-19 page. Cityrrown State Zip Code Date of Inspection D. System Information (cont.) 10. Pump Chamber(locate on site plan): Pumps in working order: ❑ Yes ❑ No* Alarms in working order: ❑ Yes ❑ No* Comments (note condition of pump chamber, condition of pumps and appurtenances, etc.): * If pumps or alarms are not in working order, system is a conditional pass. 11. Soil Absorption System (SAS)(locate on site plan, excavation not required): If SAS not located, explain why: Type: ® leaching pits number: 1 ❑ leaching chambers number: ❑ leaching galleries number: ❑ leaching trenches number, length: ❑ leaching fields number, dimensions: ❑ overflow cesspool number: ❑ Innovativeialternative system Type/name of technology: t5insp.doc•rev.712SJ2018 Title 5 official In spection Farm:Subsurface Sewage Disposal System•Page 13 of 18 ' Mar 13 2019 15:37 HP Fax page 3 Commonwealth of Massachusetts Title 5 Official Inspection Form Subsurface Sewage Disposal System Form-Not for Voluntary Assessments .V 4418 Falmouth Road Property Address Cotuit Center For The Arts Inc Owner Owner's Name Information is required for every Cotuit MA 02635 3-11-19 page, City/Town state Zip Code Date of Inspection D. System Information (cont.) 11. Soil Absorption System(SAS)(cunt.) Comments (note condition of soil', signs of hydraulic failure, level of ponding,damp soil, condition of vegetation, etc.): Leaching is a 1000 Gal. Precast Pit w/2'stone.Pit and cover at 20"Below Grade. Dry pit is loaded w/root mat.over half inside of pit is root mat Need to replace system. 12. Cesspools (cesspool must be pumped as part of inspection)(locate on site plan): Number and configuration Depth—top of liquid to inlet invert Depth of solids layer Depth of scum layer Dimensions of cesspool Materials of construction Indication of groundwater inflow ❑ Yes ❑ No Comments (note condition of soil., signs of hydraulic failure, level of ponding, condition of vegetation, etc.): I5ins .doc rev.7126/201 D 8 Tide 5 Otfidal Inspection form:Subsurface Sewage D,sposal System•Page 14 of 18 I Mar 13 2019 15:37 HP Fax page 4 Commonwealth of Massachusetts Title 5 Official Inspection Form Subsurface Sewage Disposal System Form -Not for Voluntary Assessments 4418 Falmouth Road Property Address Cotuit Center For The Arts Inc Owner Owners Name information required for every Cotult. MA . 02635 3-11-19 page. City/Town State Zip Code Date of Inspection D. System Information (cons) 13. Privy(locate on site plan): Materials of construction: Dimensions Depth of solids Comments(note condition of soil, signs of hydraulic failure, level of ponding, condition of vegetation, etc.): t5insp.doc•rev.7/252018 Tdle 5 Official Inspection Form Subsurface Sewage Disposal System,Page 15 of 16 Mar 12 2019 23:02 HP Fax page 17 Commonwealth of Massachusetts Title 5 Official Inspection Form Subsurface Sewage Disposal System Form -Not for Voluntary Assessments q 4418 Falmouth Road Property Address Cotuit Center For The Arts Inc Owner Owner's Name requir requtlon ired s Cotuit MA 02635 3-11-19 required for every page. Cityrrown State Zip Code Date of Inspection D. System Information (cont.) 14. Sketch Of Sewage Disposal System: Provide a view of the sewage disposal system, including ties to at least two permanent reference landmarks or benchmarks, Locate all wells within 100 feet. Locate where public water supply enters the building. Check one of the boxes below: ® hand-sketch in the area below ❑ drawing attached separately r- AL 1?,D 13•-1 R EA R t3-3v q3� 0 �..� ; a? 3 0 15lnsp.doc•rev.U26I2016 Title 5 Official Inspection Form:Subsurface Sewage Disposal System-Page 16 of 18 Mar 13 2019 15:37 HP Fax page 5 Commonwealth of Massachusetts Title 5 Official Inspection Form .Y Subsurface Sewage Disposal System Form -Not for Voluntary Assessments 4418 Falmouth Road Property Address Cotuit Center For The Arts Inc Owner Owner's Name information is required for every Cotuit MA 02636 3-11-19 page, CityrTown State Zip Code Date of Inspection D. System Information (cont.) 15. Site Exam: ❑ Check Slope ❑ Surface water ❑ Check cellar ❑ Shallow wells Estimated depth to high ground round water: 47 feel Please indicate all methods used to determine the high ground water elevation: ❑ Obtained from system design plans on record If checked, date of design plan reviewed: Date ❑ Observed site(abutting property/observation hole within 150 feet of SAS) ❑ Checked with local Board of Health-explain: ❑ Checked with local excavators, installers- (attach documentation) ® Accessed USGS database -explain: USGS Well SDVY -253 You must describe how you established the high ground water elevation: Bottom of Pit at 8' Below Grade. Before filing this Inspection Report, please see Report Completeness Checklist on next page. t5insp.doc-rev.7/26=18 Title 5 Official Inspection Form:Subsurface Sewage Disposal System-Page 17 of 18 ' Mar '12 2019 23:02 HP Fax page 19 Commonwealth of o Massachusetts Title 5 Official Inspection Form r/ Subsurface Sewage Disposal System Form -Not for Voluntary Assessments v 4418 Falmouth Road Property Address Cotuit Center For The Arts Inc Owner Owner's Name information Is required for every Cotuit MA 02635 3-11-19 page. City/Town State Zfp Code Date of Inspection E. Report Completeness Checklist Complete all applicable sections of this form inclusive of: ® A. Inspector Information:Complete all fields in this section. ® B.Certification: Signed & Dated and 1, 2, 3, or 4 checked ® C. Inspection Summary: 1,2, 3, or 5 completed as appropriate 4 (Failure Criteria)and 6(Checklist)completed ® D. System Information; For 8: Tight/Holding Tank—Pumping contract attached For 14: Sketch of Sewage Disposal System drawn on pg. 16 or attached For 15: Explanation of estimated depth to high groundwater included v5 k, ELL S .dw �S9 r O om per t5nsp.doc•rev.712812018 Title 5 Official Inspection Form:Subsurface Sewage Disposal System•Page 1s of 98 it � Health Master Detail Page I of 1 At rbcl��" ...............- ................................ - " — - -�1 Q --Ngalth M St De�-e Heali-h NriaSLLC- id 'Ur, S-E tK"ion lt�ms R, -)p I j ca ocm ce!fc'r Pa'cd Look FLLe Parcel ue�lt. f,. I Per-- I wetl Fuel Tank Parcel: 024-021 Location: 4418 FALMOUTH ROAD/RTE 2B,Cotdit Owner I JASON,REGAN C&TASHA,M I TRS Tank 1,9 115/1 987L 1,ank 2,9/15,11987 -fa-ik 3, 5 119 8 7 Ta€IK 9"L-5/1987 Nevi Fuel Tank... ........... .. ............ Tag number:[00870 Install date 05 Location:I B(Below ground) �41 t Capacity(gallons) :F---8000] Construction: SD(Steel Double_wall} V Meets 326-8(d)standards: Leak detection: Cathodic detection: Not in ZOC on Split lot: Fuel stored: Fuel storage reason:I B(Business Use) y Removal company:[Select company v! Licensed Site Professional: Select name Unregistered removal: ........... ....... Removal date Removal notification date Leakage on removal: Abandon date:E:: _� Abandon status: Select status ff Variance date Variance granted: D Release tracking number: Comments: Delete Tank- 7 FVEETEROOT TLS-250 DETECTION ------------------------1-1----------- New Fuel Tank�eSt... Notification date Date Result:[S��Iecl result Comments: Save Fuel Tank Changes Return toLookup..... .......... http://issql2/intranet/healthMaster/14ealthMasterDetail.aspx?ID=024021 �0=/4/201 7 Health Master Detail Page 1 of 1 W1 WF�Lit o C�rtc�o -- .f-all � f-l� _.E t _.)€�taii -[�lic:luu i,.. F r.el_:)C4u.) S:.�e -Li Item? 3. x�a> Fad Pa'.ei I 5=ptic 1 Perc I "dell Fuel Tank Parcel:024-021 Location:4418 FALMOUTH ROAD;RTE 28,Cotuit Owner:JASON,REGAN C&TASHA,M 3 TRS �..._T nh J.9 tyll -7 i �i'ank t 15.i 't7 �387 an 4;3 1 1 9A7 Nev,Fue Tanis... .... .._.- :_r Tag number. 00871 Install date. 9/15f1987 Location -B,(Below ground) �11 _ Capacity(gallons) 8000 Construction: SD(Steel Double-wall vI Meets 326-8 d standards: i Leak detection: R Cathodic detection: Not in ZOC on Split lot: "tom Fuel stored: G(Gasoline) v� Fuel storage reason: 8 iBusineSS Use) v� Removal company:iSelect company v�Licensed Site Professional: Select naiiie - - -- - �� Unregistered removal: t i! _._.. _........ ... ..... _ _ _ --.... i Removal date:i Removal notification date: ,L Leakage on removal: ; _ _ Abandon date:__ Abandon status: Select status I Variance date: � Variance granted: f:j Release tracking number: 1 Comments: VEETEROOT TLS-250 DETECTION — w y� t '-Delete Tank -- — -- --- ( N e.w Fuel Tank Test... Notification date: Date: - Result: Select result vi j Comments: :—�`—'--. . ....- -- _ _................ -- __.. - Save Fuel Tank Chwnges ' Return to Lookup http://issgl2/intranet/healthMaster/HealthMasterDetail.aspx?ID=024021 10/4/2017 Health Master Detail Page 1 of 1 Logged In As: TWN\crockersh a '{§ � Health MasterDetail Ni•`4 a*Wednesday,,October 42017tl �C/ `7'�J 3M f 1Q ADDhcation Center Parcel Lookuo Selection Items Reports - Parcel Septic Perc I Well I Fuel Tank i FU E t—"1 1 A-7\S v) Parcel:024-021 Location:-4418 FALMOUTH ROAD/RTE-28-Cot6it,OwnerJASON,REGAN C&TASHA,M J TRS /1987 1 n Tank 1,9/15/1987 Tank 2 9/15/1987 o' Tank 3,9/15/1987"� Tank 4,9/ 5 New Fuel Tank.. ., _. _. K r _,. _n _ _/ .. Tag number: 00872 Install date: 9/15/1987 Location: B(Below ground) v� Capacity(gallons) : 8000 Construction: SD(Steel Double-wall) v Meets 326-8(d)standards: ❑ Leak detection: Cathodic detection: ❑ Not in ZOC on Split lot: ❑ Fuel stored: G(Gasoline) V I Fuel storage reason:I B(Business Use) v Removal company: Select company v Licensed Site Professional: Select name v Unregistered removal: ❑ Removal date : Removal notification date: Leakage on removal: ❑ Abandon date : Abandon status:I Select status v Variance date Variance granted: ❑ Release tracking number:L� Comments: VEETEROOT TLS-250 DETECTION U Delete Tank' New Fuel Tank Test.. Notification date : Date: Result: Select result v Comments: U 'Save Fuel an Changes—�,I }'Return to Lookup) http://issgl2/intranet/healthMaster/HealthMasterDetail.aspx?ID=024021 10/4/2017 Health Master Detail Page I of 1 IM F F&- d' Logged In As: TOWN\crockersh Health Master Detail lNednesday,October 42017 'Lu Application Center Parcel Lookup Selection Items Reports Parcel Septic I Perc I Well � Fuel Tank � Cue-�- --7'A-,ij Parcel:024-021 Location 4418 FALMOUTH ROAD/RTE 28,Cotuit Owner:JASON,REGAN C&TASHA,M J TRS - Tank 1,9/15/1987 Tank 2,9/15/1987 Tank 3 9/15/1987_ /'Tank 4,9/15/1987 New Fuel Tank... I , Tag number: 00873 Install date: 9/15/1987 Location: B(Below ground) vl Capacity(gallons) : 4000 Construction: SO(Steel Double-wall) v Meets 326-8(d)standards: ❑ Leak detection: Cathodic detection: ❑ Not in ZOC on Split lot: ❑ Fuel stored: D(Diesel) V Fuel storage reason: B(Business Use) vl Removal company: Select company Licensed Site Professional: Select name Unregistered removal: ❑ Removal date : Removal notification date: Leakage on removal: ❑ Abandon date : Abandon status:I Select status Variance date : Variance granted: ❑ Release tracking number: Comments: VEETEROOT TLS-250 DETECTION U Delete Tank .l New Fuel Tank Test... Notification date I Date: Result: Select result v Comments: L Save Fuel TankChanges° �-R�e-tu-rn to Lookup http://issgl2/intranet/healthMaster/HealthMasterDetail.aspx?ID=024021 0/4/2017 I Crocker, Sharon From: Crocker, Sharon Sent: Wednesday, October 04, 2017 3:27 PM To: Lavelle,Timothy Cc: Sousa, Vanessa Subject: Haz.Mat -4418 Falmouth Rd, Cotuit AND as a NOTE TO THE FILE: A gentleman was in to review records at the above address. (Texaco Gas Station) and the old Bakery next door. Property may be up for sale. They are listed on your Haz. Mat. List Year 2017 as "<25 gallons". Wondering if you had ever done an inspection there. They did have a spill some years ago and the-file did have paperwork in it from DEP for this. I suggested he speak with DEP but he was satisfied with their information on file. He was inquiring why they were showing so low a quantity as a gas station and wondered when they stopped doing automotive work at the station. I could not identify the year. He didn't want me to bother look in the attic for archived files. I suggested the Clerk's Office Business Certificates may mention that information. I explained the Fire Dept,Town Clerk, and we all are involved in the installation of tanks and removal . (Missed showing him Tank database.) I will put a copy of this property's tank database into their street file. —Sharon 1 i i COOS °p IKE log, Town of Barnstable Office:508-862-4644 Public Health Division j��V 1 ' Fax:508-790-6304 i 0 BARMSTABLE, ` 200 Main Street• Hyannis, MA 02601 i63 9. `0� � `'Eon 6 TOXIC AND HAZARDOUS MATERIALS INSPECTION REPORT Business Name: Say.,+,,-` - OK.g-CI 0 Date: Location/Mai linnAddreesss: qq 16 Fk I j-H- W1, _ Contact Name/Phone: 1°�y 4� ,i c,so,n S -q00-1 Ctna,l rve 1 (44,,1 Pee Inventory Total Amount: 2Sq a1 MSDS: r��S License#: kJ IAc Tier II : c, Labeling: r-t-}a, 1 ✓SSpill Plan: �0 SJl,0 - " �o v.. Oil/WaterSeparator: �� Floor Drains: � 0 Emergency Numbers:�1 X Storage Areas[Tanks: - 06 K A.1)o 1AvLA— V STD t - Li K Ave,sL1 Emergency/Containment E ui men �J �t� row.5,'tom Sn�c -e�c�rw,v al ,,tom can �u Waste Generator ID: AA Waste Product: Date&Amount of Last Shipment/Frequency: Licensed Waste Hauler&Destination: Other Waste Disposal Methods: LIST OF TOXIC AND HAZARDOUS MATERIALS NOTE: Under the provisions of Ch. 111, Section 31, of the General Laws of MA, hazardous material use, storage and disposal of 111 gallons or more requires a license from the Public Health Division. Antifreeze 3 Dry cleaning fluids 1 Automatic transmission fluid 1 Other cleaning solvents&spot removers Engine and radiator flushes Bug and tar removers t Hydraulic fluid (including brake fluid) I Windshield wash 5-- �p Motor oils 10 Miscellaneous Corrosives Gasoline,jet fuel, aviation gas Cesspool cleaners Diesel fuel, kerosene, #2 heating oil Disinfectants Miscellaneous petroleum products: Road salts grease, lubricants, gear oil Refrigerants Degreasers for engines&garages Pesticides: Caulk/Grout insecticides, herbicides, rodenticides Battery acid (electrolyte)/batteries Photochemicals(Fixers) Rustproofers Photochemicals(Developer) Car wash detergents Printing ink Car waxes and polishes Wood preservatives(creosote) Asphalt&roofing tar Swimming pool chlorine Paints, varnishes, stains, dyes Lye or caustic soda Lacquer thinners Miscellaneous Combustible Paint&varnish removers, deglossers Leather dyes Miscellaneous Flammables Fertilizers Floor&furniture strippers PCB's Metal polishes Other chlorinated hydrocarbons Laundry soil&stain removers (including carbon tetrachloride) (including bleach) Any other products with "poison labels" 7— C (including chloroform, formaldehyde, hydrochloric acid, other acids) VIOLATIONS: ORDERS: _ _►_ , 2�l 17 INFORMATION/RECOMMENDATIONS: Cvv1a 1 ►tics '(f 0t�(-k. 4� Nl W-vJo A o ,CIE_ inspector: ak��S k,vu,�, . i Facility Representative: WHITE COPY-HEALTH DEPARTMENT/CANARY COPY-BUSINESS Ili_ f IKE rotil Town of Barnstable Office:508-862-4644 Public Health Division Fax:508-790-6304 • RnRMARSBLE.g• 200 Main Street• Hyannis, MA 02601 059. ArFDMA TOXIC AND HAZARDOUS MATERIALS INSPECTION REPORT Business Name: K+%)I+ a Date: Location/Mailing Address: 41q19 Contact Name/Phone: AK- o S - oo- lS S UJ MAJ 1�l 4r-K d ee.1 5o$-moo Inventory Total Amount: 25�1a� MSDS: 647 License#: &)1A Tier II : Labeling: Spill Plan: 2S Oil/WaterSeparator: Floor Drains: Emergency Numbers: eS Storage Area i -4K AZAO V — Emer enc /Containment Emet: Q% .�<<s kcl ko cke Waste Generator ID: ok Waste Product: Date&Amount of Last Shipment/Frequency: Licensed Waste Hauler&Destination: Other Waste Disposal Methods: LIST OF TOXIC AND HAZARDOUS MATERIALS NOTE: Under the provisions of Ch. 111, Section 31, of the General Laws of MA, hazardous material use, storage and disposal of 111 gallons or more requires a license from the Public Health Division. to Antifreeze b Dry cleaning fluids I Automatic transmission fluid Other cleaning solvents&spot removers Engine and radiator flushes Bug and tar removers Hydraulic fluid (including brake fluid) Windshield wash to Motor oils Miscellaneous Corrosives Gasoline,jet fuel, aviation gas Cesspool cleaners Diesel fuel, kerosene, #2 heating oil Disinfectants Miscellaneous petroleum products: Road salts grease, lubricants, gear oil Refrigerants Degreasers for engines&garages Pesticides: Caulk/Grout insecticides, herbicides, rodenticides Battery acid (electrolyte)/batteries Photochemicals(Fixers) Rustproofers Photochemicals(Developer) Car wash detergents Printing ink Car waxes and polishes Wood preservatives(creosote) Asphalt&roofing tar Swimming pool chlorine Paints, varnishes, stains, dyes Lye or caustic soda Lacquer thinners Miscellaneous Combustible Paint&varnish removers, deglossers Leather dyes Miscellaneous Flammables Fertilizers Floor&furniture strippers PCB's Metal polishes Other chlorinated hydrocarbons Laundry soil &stain removers (including carbon tetrachloride) (including bleach) Any other products with "poison labels" (including chloroform, formaldehyde, hydrochloric acid, other acids) VIOLATIONS: ORDERS: INFORMATION/RECOMMENDAT NS: tjo PL<-tA-,k <.L v%{2 NS W-e—. JUD o M > A � 1 Inspect 4N `,e— Facility Representative: WHITE COPY-HEALTH DEPARTMENT/CANARY COPY-BUSINESS °FiHE►off Town of Barnstable Office:508-862-4644 Public Health Division Fax:508-7s0-6304 • BARMASS .. ' 200 Main Street• Hyannis, MA 02601 Fo +°tee TOXIC AND HAZARDOUS MATERIALS INSPECTION REPORT Business Name: Date: Location/Mailing Address: y IS 5dme -4 Contact Name/Phone: AI V1&1 r,,,(: S2?8-8$13 -lq So21- LtDO-fS!5- Inventory Total Amount: r.a, MSDS: License#: N Tier II : IJ Labeling: N3 < Spill Plan: e5 Oil/WaterSeparator: Floor Drains: 00 Emergency Numbers: �5 Storage Areas/Tanks: - OOo AAA �J ,5 hook"'e, t -4000 �� .•2 Emergency/Containment E ui me t: � U +A•v,.O ,1\ -7 2 1 Waste Generator ID: 0 Waste P duct: f1 Date&Amount of Last Shipment/Frequen y: Licensed Waste Hauler&Destination: Other Waste Disposal Methods: LIST OF TOXIC AND HAZARDOUS MATERIALS NOTE: Under the provisions of Ch. 111, Section 31, of the General Laws of MA, hazardous material use, storage and disposal of 111 gallons or more requires a license from the Public Health Division. Antifreeze Dry cleaning fluids Automatic transmission fluid Other cleaning solvents&spot removers Engine and radiator flushes Bug and tar removers Hydraulic fluid (including brake fluid) Windshield wash Motor oils Miscellaneous Corrosives Gasoline,jet fuel, aviation gas Cesspool cleaners i! esel fuel, kerosene, #2 heating oil Disinfectants Miscellaneous petroleum products: Road salts grease, lubricants, gear oil Refrigerants Degreasers for engines&garages Pesticides: Caulk/Grout insecticides, herbicides, rodenticides Battery acid (electrolyte)/batteries Photochemicals(Fixers) Rustproofers Photochemicals(Developer) Car wash detergents Printing ink Car waxes and polishes Wood preservatives(creosote) Asphalt&roofing tar Swimming pool chlorine Paints, varnishes, stains, dyes Lye or caustic soda Lacquer thinners Miscellaneous Combustible Paint&varnish removers, deglossers Leather dyes Miscellaneous Flammables Fertilizers Floor&furniture strippers PCB's Metal polishes Other chlorinated hydrocarbons Laundry soil &stain removers (including carbon tetrachloride) (including bleach) Any other products with "poison labels" (including chloroform,formaldehyde, hydrochloric acid, other acids) VIOLATIONS: ORDERS: INFORMATION/RECOM ENDATIONS: N o V,-�: o 5oe-5 b t Ca c.oJhs, mks Inspector: Facility Representative: WHITE COPY-HEALTH DEPARTMENT/CANARY COPY- BUSINESS TOWN OF BARNSTABLE �� .�,o,�Date:J' l I g l lI TOXIC AND HAZARDOUS MATERIALS FORM NAME OF BUSINESS: Crtgo B I USINESS LOCATION. �� � �it�wtou+k C INVENTORY MAILING ADDRESS: TOTAL AMOUNT: TELEPHONE NUMBER: SOS- Sj0- ly6q `m4�� CONTACT PERSON: I�,ePavt �aso� EMERGENCY CONTACT TELEPHONE NUMBER: MSDS ON SITE? TYPE OF BUSINESS: 4-6 ova Ye g INFORMATION / RECO MENDATIONS: 9 My Ke{ja Fire District: capleS d dump OJrwp oJ-I' /Uo c'G t o�M,�-cam.deo�'�a►�-S 4 `.K,5 -{".r►.�e_ Waste Transportation: 6 - ao wa4+e— Last shipment of hazardous waste: Name of Hauler: 15 ki-C -to o►u—Destination: Waste Produ-t: off'o,, 's a � �I,t�e-s�11uf Licensed? Yes No S Q�wa S}� �SPaSa-1 e.o►11'Cac *� qa4/wa,-het Qv o� tows.a co 4w NOTE: Under the provisions of Ch. 111, Section 31, of the GMer l Laws of MA, hazardous material use, ra fe1y/ storage and disposal of 111 gallons or more a month requires a license from the Public Health Division. LIST OF TOXIC AND HAZARDOUS MATERIALS The Board of Health and the Public Health Division have determined that the following products exhibit toxic or hazardous characteristics and must be registered regardless of volume. Observed / Maximum Observed / Maximum Anti eeze (for gasoline or coolant systems) Miscellaneous Corrosive La/NEW ❑ USED Cesspool cleaners Automatic transmission fluid Disinfectants Engine and radiator flushes Road salts (Halite) Hydraulic fluid (including brake fluid) Refrigerants Motor Oils Pesticides �Z-f) &NEWAO ❑ USED (insecticides, herbicides, rodenticides) Gasoline, Jet fuel,Aviation gas Photochemicals (Fixers) J Diese Fu l' kerosen #2 heaty'{�g oil ❑ NEW ❑ USED °`�[0°4w+s 0, 810-114e—�o log- Photochemicals(Developer) Miscell neous petroleum products: grease,�y lubricants, gear oil ❑ NEW ❑ USED Degreasers for engines and metal Printing ink Degreasers for driveways&garages Wood preservatives (creosote) Caulk/Grout Swimming pool chlorine Battery acid (electrolyte)/Batteries Lye or caustic soda Rustproofers Miscellaneous Combustible Car wash detergents Leather dyes Car waxes and polishes Fertilizers Asphalt&roofing tar PCB's Paints, varnishes, stains, dyes Other chlorinated hydrocarbons, Lacquer thinners (including carbon tetrachloride) ❑ NEW ❑ USED Any other products with "poison" labels (including chloroform, formaldehyde, Paint&varnish removers, deglossers hydrochloric acid, other acids) 7-- Miscellaneous. Flammables y Other products not listed which you feel Floor&furniture strippers may be toxic or hazardous (please list): Metal polishes Laundry soil &stain removers (including bleach) Spot removers &cleaning fluids (dry cleaners) Other cleaning solvents Bug and tar removers Windshield wash WHITE COPY-HEALTH DEPARTMENT/CANARY COPY-BUSINESS Applicant's Signature Staff's Initials 1 ��.. ..�, PR IME ENO t _ January" 8,2010 Town of Barnstable Department of Public Works Attn: Permits Division 230 South Street Hyannis,Massachusetts 02601 Re: Groundwater Analysis Results Anchor Lane Cotuit,Massachusetts Barnstable DPW ROP No.09-307 To Whom it May Concern, On behalf of Santuit Trust, LLC, Prime Engineering, Inc. (PRIME) collected one groundwater sample, from monitoring well MWP-8R from the above-referenced property .on December 31, 2009. Attached, you will find a Notice of Environmental Sampling (BWSC 123), a figure with the location of monitoring well MWP-8R, and a copy of the applicable analytical results. Additional information pertaining to public involvement opportunities are available under 310 CMR 40.0143(9) and 40.01404. If you have any questions or comments, please do not hesitate to contact me at your convenience. Sincerely, P R IME ENGINEERING,Inc. Courtney Estaphan Project Engineer List of Attachments: BWSC 123 -Notice of Environmental Sampling Figure—Site Plan Laboratory Analytical Results (December 31, 2009) Cc: MADEP Southeastern Regional Office CIVIL ENGINEERLNG ENVIRC)NMEN7'AL ASSESSMENT LAND SURVEYING P.O.BOX 1088,35.0 BEDFORD STREET,LAKEVILLE,MA 02347 • 508-947-0050 FAX c 08-947-2004 ...... _. NOTICE OF ENVIRONMENTAL SAMPLING As required by 310 CMR 40.1403(10) of the Massachusetts Contingency Plan This Notice is Related to Release Tracking Number A. The address of the disposal site related to this Notice and Release Tracking Number(provided above): 1. Street Address: 4418 Route 28 City/Town: Cotuit Zip Code: 02557 B. This notice is being provided to the following party: 1. Name: Town of Barnstable DPW, Permits Division 2. Street Address: 230 South Street City/Town: Hyannis, MA Zip Code: 02601 C. This notice is being given to inform its recipient(the party listed in Section B): F7 1.That environmental sampling will be/has been conducted at property owned by the recipient of this notice. ❑✓ 2. Of the results of environmental sampling conducted at property owned by the recipient of this notice. ❑✓ 3. Check to indicate if the analytical results are attached. (If item 2. above is checked,the analytical results from the environmental sampling must be attached to this notice. D. Location of the property where the environmental sampling will be/has been conducted: 1. Street Address: Anchor Lane City/Town: Cotuit Zip Code: 02635 2. MCP phase of work during which the sampling will be/has been conducted: ❑Immediate Response Action ❑Phase III Feasibility Evaluation ❑Release Abatement Measure ❑ Phase IV Remedy Implementation Plan ❑Utility-related Abatement Measure ❑✓ Phase V/Remedy Operation Status ❑Phase I Initial Site Investigation ❑Post-Class C Operation, Maintenance and Monitoring ❑Phase II Comprehensive Site Assessment ❑Other (specify) 3. Description of property where sampling will be/has been conducted: ❑residential ❑commerical ❑industrial ❑school/playground Other roadway (specify) 4. Description of the sampling locations and types(e.g., soil, groundwater)to the extent known at the time of this notice. Collected one groundwater sample from monitoring well MWP-8R on December 31, 2009. E.Contact information related to the party providing this notice: Contact Name: Regan Jason(Santuit Trust) Street Address: PO Box 692 City/Town: Sagamore - Zip Code: 02561 Telephone: (508)947-0050 Email: NOTICE OF ENVIRONMENTAL SAMPLING As required by 310 CMR 40.1403(10) of the Massachusetts Contingency Plan MASSACHUSETTS REGULATIONS THAT REQUIRE THIS NOTICE ---_-- This notice is being provided pursuant to the Massachusetts Contingency Plan and the notification requirement at 310 CMR 40.1403(10). The Massachusetts Contingency Plan is a state regulation that specifies requirements for parties who are taking actions to address releases of chemicals (oil or hazardous material) to the environment. THE PERSON(S) PROVIDING THIS NOTICE This notice has been sent to you by the party who is addressing a release of oil or hazardous material to the environment at the location listed in Section A on the reverse side of this form. (The regulations refer to the area where the oil or hazardous material is present as the "disposal site".) PURPOSE OF THIS NOTICE When environmental samples are taken as part of an investigation under the Massachusetts Contingency Plan at a property on behalf of someone other than the owner of the property, the regulations require that the property owner (listed in Section B on the reverse side of this form) be given notice of the environmental sampling. The regulations also require that the property owner subsequently receive the analytical results following the analysis of the environmental samples. Section C on the reverse side of this form indicates the circumstance under which you are receiving this notice at this time. If you are receiving this notice to inform you of the analytical results following the analysis of the environmental samples, you should also have received, as an attachment, a copy of analytical results. These results should indicate the number and type(s) of samples (e.g., soil, groundwater) analyzed, any chemicals identified, and the measured concentrations of those chemicals. Section D on the reverse side of this form identifies the property where the environmental sampling will be/has been conducted, provides a description of the sampling locations within the property, and indicates the phase of work under the Massachusetts Contingency Plan regulatory process during which the samples will be/were collected. FOR MORE INFORMATION Information about the general process for addressing releases of oil or hazardous material under the Massachusetts Contingency Plan and related public involvement opportunities may be found at http://www.mass.gov/dep/cleanup/oview.htm. For more information regarding this notice, you may contact the party listed in Section E on the reverse side of this form. Information about the disposal site identified in Section A is also available in files at the Massachusetts Department of Environmental Protection. See http://mass.gov/dep/abou-t/region/schedule.htm if you would like to makes-an appointment to see these files. Please reference the Release Tracking Number listed in the upper right hand corner on the reverse side of this form when making file review appointments. .. _ . . ....... ........... ............._.... ............. _ - -LEGEND- EXISTING MONITORING WELL - - - -- _ ,-.-•- Q GROUNDWATER EXTRACTION WELL VEGETATED AREA ® SOIL VAPOR EXTRACTION WELL DESTROYED MONITORING WELL SUBJECT PROPERTY _1 NOTE: MONITORING LOCATIONS ARE APPROXIMATE MWP MWP-4+/� GRAVEL✓ UST FlELD ONE STORY WOOD ®SVE7 B AND ONC. BLOCK BUILDINGW-I @CWE-2 f M IV„�j�—DIESEL DISPENSERS GASOLINE DISPENSERS 0 TL',l�•f' M .__.............. - - A�WPpyQR; .........._ pi. .....MW-2R............_.....,-,-0,. ....... gwwpP g......._................O.MWP-6 RESIDENCE 0?AWP 8 RESIDENCE 0 mW-9 .. OMWP-IO ..._... _..-..-....... ..._...._... ....... ............ _ ...._......... .......... .._............ ......,......... ... .......... ........................._ ....._.._...............................____.. . ............ __ .. ..... ......... -DRAWING TITLE � -................................................. .. ......... .... .. .......... FIGURE 7 -SITE LAYOUT SCALE: ;.PROJECT •CML ENGINEERING P.O.BOX 7088 t =60 COTUIT CITGO •LAND SURVEYING LAKEWLLE,M4 02J47 ........ �11it7) .___... 4418 ROUTE 28, COTUIT, MA ENVIRONMENTALDATE: 1��1 V—EeRING TEL:508.9470050 CLIENT ASSESSMENT FAX 508.9471004 SEPT 24, 2009 SANTUIT TRUST P.O. BOX 692, SAGAMORE, MA ........._ _........ ..... _. .... .... . .. .......... ........ 0:\PROJECTS\Cotuit\Cotuit Citgo\ROS Reports\2009.09.XX ROS Status Report\Figures\Figure t.dwg Groundwater CROUNDWi4TER - Ica Inc Ground Analytical, Box 1200 - — __ - :_ANALYT/CAL. � _ 228 Main Street - - -- — -Buzzards BaysMA 02532- 7 Telephone(508)759-4441 FAX(508)759-4475 www.groundwatera-halytical.com January 7, 2010. - Ms. Susan Jason Prime Engineering P.O. Box 1088 Lakeville, MA 02347 LABORATORY REPORT Project: Cotuit Citgo/02320301 Lab ID: 130425 Received: 12-31-09 Dear Susan: Enclosed are the analytical results for the above referenced project. The project was processed for Priority turnaround. This letter authorizes the release of the analytical results, and should be considered a part of this report. This report contains a sample receipt report detailing the samples received, a project narrative indicating project changes and non-conformances, a quality control report, and a statement of our state certifications. The analytical results contained in this report meet all applicable NELAC or NVLAP standards, except as may be specifically noted, or described in the project narrative. The analytical results relate only to the samples received. This report may only be used or reproduced in its entirety. I attest under the pains and penalties of perjury that, based upon my inquiry of those individuals immediately responsible for obtaining the information, the material contained in this report is, to the best of my knowledge and belief, accurate and complete. Should you have any questions concerning this report, please do not hesitate to contact me. Sincerely*Ma Eric H.Je Operatioer EHJ/elm Enclosures Page 1 of 31 GROUNDWATER - _ ANALYTICAL-- Massachusetts DEP EPH Method v Extractable Petroleum Hydrocarbons by GC/FID Field ID: MWP-8R Matrix: Aqueous Project: Cotuit Citgo/2320301 Container: 1 L Amber Glass Client: Prime Engineering Preservation: H2SO4/Cool Laboratory ID: 130425-5 QC Batch ID: EP-2279-F Sampled: 12-30-09 09:00 Instrument ID: GC-9 Agilent 6890 Received: 12-31-09 12:15 Sample Volume: 1000 mL Extracted: 0"4-10 14:30 Final Volume: 1 mL Analyzed(AL): 0"5-10 08:35 Aliphatic Dilution Factor: 1 Analyzed(AR): 01-05-10 09:15 Aromatic Dilution Factor: 1 Analyst: KM EPH Ran es a , Cone n(ration_ Notes Untts Reportng Lrmd` g x �n-C9 to n-C18 Aliphatic Hydrocarbons t BRL ug/L 500 n-Cl9 to n-C36 Aliphatic Hydrocarbons t BRL ug/L 500 n-C11 to n-C22 Aromatic Hydrocarbons t° BRL ug/L 150 Unadjusted n-C11 to n-C22 Aromatic Hydrocarbons t BRL ug/L 150 QC Surrogate Compoiindt Spiked Meast(ted ;Recovery, Fractionation: 2-Fluorobiphenyl 40 33 83 % 40-140% 2-Bromonaphthalene 40 28 70% 40-140% Extraction: Chlorooctadecane 40 29 73 % 40-140% ortho-Terphenyl 40 36 90% 40-140% 1. Were all QA/QC procedures required by the method followed? Yes 2. Were all performancelacceptance standards for the required QA/QC procedures achieved? Yes 3. Were any significant modifications made to the method,as specified in Section 11.3? No Method non-conformances indicated above are detailed below on this data report,or in the accompanying project narrative and project quality control report. Release of this data is authorized by the accompanying signed project cover letter. The accompanying cover letter,project narrative and quality control report are considered part of this data report. Method Reference: Method for the Determination of Extractable Petroleum Hydrocarbons,MA DEP(Revision 1.1,2004). Sample extraction performed by separatory funnel technique. Report Notations: BRL Indicates concentration,if any,is below reporting limit for analyte. Reporting limit is the lowest concentration that can be reliably quantified under routine laboratory operating conditions. Reporting limits are adjusted for sample size and dilution. t Hydrocarbon range data excludes concentrations of any surrogate(s)and/or internal standards eluting in that range. 0 nLt 1 to n-C22 Aromatic Hydrocarbons range data excludes the method target analyte concentrations. �s Groundwater Analytical, Inc., P.O. Box 1200,228 Main Street, Buzzards Bay, MA 02532Page 13 of 31 f GROUNDWATER ANALYTICAL EPA Method 8270C(Modified) MA DEP EPH Polynuclear Aromatic Hydrocarbons by GC/MS-SIM Field ID: MWP-8R Matrix: Aqueous Project: Cotuit Citgo/2320301 Container: 1 L Amber Glass Client: Prime Engineering Preservation: H2SO4/Cool Laboratory ID: 130425-05 QC Batch ID: EP-2279-F Sampled: 12-30-09 09:00 Instrument ID: MS-6 HP 6890 Received: 12-31-09 12:15 Sample Volume: 1,000 mL Extracted: 01-04-10 14:30 Final Volume: 1 mL Analyzed: 01-05-10 15:59 Dilution Factor: 1 Analyst: MJB CAS Number, Analytev _ F Concentration `F Notes;Y ` x'.UnRs r RepoRmg Gmrt 91-20-3 Naphthalene BRL ug/L 0.5 91-57-6 2-Methyl naphthalene BRL ug/L 0.5 208-96-8 Acenaphthylene BRL ug/L 0.5 83-32-9 Acenaphthene BRL ug/L 0.5 86-73-7 Fluorene BRL ug/L 0.5 85-01-8 Phenanthrene BRL ug/L 0.5 120-12-7 Anthracene BRL ug/L 0.5 206-44-0 Fluoranthene BRL ug/L 0.5 129-00-0 Pyrene BRL ug/L 0.5 56-55-3 Benzo[a]anthracene BRL ug/L 0.1 218-01-9 Chrysene BRL ug/L 0.1 205-99-2 Benzo[b]fluoranthene BRL ug/L 0.1 207-08-9 Benzo[k]fluoranthene BRL ug/L 0.1 50-32-8 Benzo[a]pyrene BRL ug/L 0.1 193-39-5 Indeno[1,2,3-c,d]pyrene BRL ug/L 0.1 53-70-3 Dibenzo[a,h]anthracene BRL ug/L 0.1 191-24-2 Benzo[g,h,i]perylene BRL ug/L 0.1 QC Surrogate Compound ,, Spiked Measured Recovery QC Ltmtts y ortho-Terphenyl 40 1 34 1 85 % 40-1 tO% Method Reference: Test Methods for Evaluating Solid Waste,US EPA,SW-846,Third Edition,Update III(1996). Method modified by use of selected ion monitoring(SIM)in accordance with Section 7.5.5 of the method. Method protocol modified to include acidification and the surrogate compound in accordance with the MA DEP Method for the Determination of Extractable Petroleum Hydrocarbons. Sample extraction performed by EPA Method 3510C. Report Notations: BRL Indicates concentration,if any,is below reporting limit for analyte. Reporting limit is the lowest concentration that can be reliably quantified under routine laboratory operating conditions. Reporting limits are adjusted for sample size and dilution. Groundwater Analytical, Inc., P.O. Box 1200, 228 Main Street, Buzzards Bay, MA 02532Page 14 of 31 9 �r GROUNDWATER ANALYTICAL Massachusetts DEP VPH Method Volatile Petroleum Hydrocarbons by GC/PID/FID —Field ID: MWP-8R Matrix: Aqueous Project: Cotuit Citgo/2320301 Container: 40 mL VOA Vial Client: Prime Engineering Preservation: HCl/Cool Laboratory ID: 130425-10 QC Batch ID: VGA-4505-W Sampled: 12-30-09 09:00 Instrument ID: GC-10 Agilent 6890 Received: 12-31-09 12:15 Sample Volume: 5 mL Analyzed: 01-04-10 18:34 Dilution Factor: 1 Analyst: CRL n-05 to n-C8 Aliphatic Hydrocarbons TO BRL ug/L 20 n-C9 to n-C12 Aliphatic Hydrocarbons t® BRL ug/L 20 n-C9 to n-Cl0 Aromatic Hydrocarbons t BRL ug/L 20 Un d'u ted n-05 to n-C8 Aliphatic Hydrocarbons t BRL ug/L 20 Unadjusted n-C9 to n-Cl2 Aliphatic Hy drocarbons t BRL ug/L 20 CAS Number Ahalyte _ COnCentratlon NOteS n lJnitS" Reportmg;Limrt 1634-044 Methyl tert-bu I Ether° BRL ug/L 5 7143-2 Benzene° BRL ug/L 1 108-88-3 Toluene° BRL ug/L 5 10041-4 Eth (benzene t BRL ug/L 5 108-3&3 and 10642-3 meta-X lene and para-X lene t BRL ug/L 5 95 47�i ortho- X lene t BRL ug/L 5 91-203 Naphthalene BRL ug/L 5 ¢QC Surrogate Compound h iked Measure Rd Recovery c. C'.Lttntts E t, -.S .. 2,5-Dibromotoluene(PID) 50 43 87 % 7 - o 2,5-Dibromotoluene(FID) 50 44 1 87 % 70-130% iQA/QCCerEftcatton, ., .r xb= 1. Were all QA/QC procedures required by the method followed? Yes 2. Were all performance/acceptance standards for the required QA/QC procedures achieved? Yes 3. Were any significant modifications made to the method,as specified in Section 11.3.2.1? No Method non-conformances indicated above are detailed below on this data report,or in the accompanying project narrative and project quality control report Release of this data is authorized by the accompanying signed project cover letter. The accompanying cover letter,project narrative and quality control report are considered part of this data report. Method Reference: Method for the Determination of Volatile Petroleum Hydrocarbons,MA DEP(Revision 1.1,2004). Report Notations: BRL Indicates concentration,if any,is below reporting limit for analyte. Reporting limit is the lowest concentration that can be reliably quantified under routine laboratory operating conditions. Reporting limits are adjusted for sample size and dilution. t Hydrocarbon range data excludes concentrations of any surrogate(s)and/or internal standards eluting in that range. 0 n-05 to n-C8 Aliphatic Hydrocarbons range data excludes the method target analyte concentrations. ® n-C9 to n-C12 Aliphatic Hydrocarbons range data excludes the method target analyte concentrations and the concentration for the n-C9 to n-C10 Aromatic Hydrocarbons range. tt Analyte elutes in the n-05 to n-C8 Aliphatic Hydrocarbons range. t Analyte elutes in the n-C9 to n-C12 Aliphatic Hydrocarbons range. Groundwater Analytical, Inc.,P.O. Box 1200, 228 Main Street, Buzzards Bay,MA 02532Page 19 of 31 do r Massachusetts Department of Conservation and Recreation A4--h—tt. Office of Water Resources Well Completion Report 23-DEC-09 09:22:56 WELL LOCATION 268906 r GPS North: 410 38.4321 GPS West: -700 26.5461 AddressF4418,_Route 28 Property Owner/Client: c/o Prime Engineering Subdivision Name:Cotuit Mailing Address: P.O. Box 1088 City/Town: Barnstable City/Town, State:Lakeville MA Assessors Map: Assessors Lot #: Permit Number: Board of Health permit obtained: N Date Issued: Work Performed Proposed use Drilling Method Overburden Drilling Method Bedrock Replacement Monitoring - 2 wells at this location. Direct Push CASING From (ft) To (ft) Type Thickness Diameter .00 -37.00 PVC Schedule 40 2.00 SCREEN From (ft) To (ft) Type Slot Size Diameter -37.00 -47.00 Continuous Wire PVC .010 2.00 WELL SEAL / FILTER PACK / ABANDONMENT MATERIAL From (ft) To (ft) Material Description Purpose .00 -20 Native Material Fifl -20.00 -26 - Bentonite Chips/Pellets Seal - -26.00' - — ). -40 Sand "_ :_.. Filter -40.00 -47 Native Material Fill WELL TEST DATA (ALL SECTIONS MANDATORY FOR PRODUCTION WELLS) Date Method Yield Time Pumped Pumping Level Time to Recover Recovery (GPM) (hrs & min) (Ft. BGS) (Hrs & Min) (Ft. BGS) STATIC WATER LEVEL (ALL WELLS) PERMANENT PUMP (IF AVAILABLE) Date Depth Below Ground pump Description: L easuzad it;�YfaCC \ft/ Type: Intake Depth: 12/18/2009 40 Nominal Pump Capacity: Horsepower: WELL DRILLER'S STATEMENT ADDITIONAL WELL INFORMATION Driller: Thomas E Desmond III Developed: No Fracture Enhancement:No Supervisor: Thomas Desmond III Rig #: 98 Disinfected:No Well Seal Type:Concrete Firm: Desmond Well Drilling Inc. Total Well Depth: 47.000 Depth to Bedrock: Registration #: 7.64 Date Complete:12/18/2009 Comments: 2nd well: 46' 911/40' 611 OVERBURDEN From To Description Color Comment Water Loss/Add Drill Drill (ft) (ft) Zone of Fluid Stem Drop Rate .00 47.00 Fine to Coarse Sand Brown Yes N/A BEDROCK From To Code Comment Water Drill Extra Drill Rust Loss/ # of (ft) (ft) Zone Stem Large Rate Stain Add of Frac Dron per ft 1/1 ' C r Massachusetts Department of Conservation and Recreation Massachusetts Office of Water Resources Well Completion Report 23-DEC-09 09:34:30 WELL LOCATION 268909 GPS North: 410 38.4751 GPS West: -700 26.5491 Address: 4418, Route 28 Property Owner/Client: c/o Prime Engineering Subdivision Name:Cotuit Mailing Address: P.O. Box 1088 City/Town: Barnstable City/Town, State:Lakeville MA Assessors Map: Assessors Lot #: Permit Number: Board of Health permit obtained: N Date Issued: Work Performed Proposed use Drilling Method Overburden Drilling Method Bedrock Decommissioned Monitoring - 3 wells at this location. CASING From (ft) To (ft) Type Thickness Diameter .00 -35.00 PVC Schedule 40 2.00 SCREEN ' From (ft) To (ft) Type Slot Size Diameter -35.00 -45.00 Continuous Wire PVC .010 2.00 WELL SEAL / FILTER PACK / ABANDONMENT MATERIAL From (ft) To (ft) Material Description Purpose .00 -20 Sand Fill -20.00 -45 Bentonite Chips/Pellets Seal WELL TEST DATA (ALL SECTIONS MANDATORY FOR PRODUCTION WELLS) Date Method Yield Time Pumped Pumping Level Time to Recover Recovery (GPM) (hrs & min) (Ft. BGS) (Hrs & Min) (Ft. BGS) STATIC 'WATER LEVEL (ALL WELLS) PERMANENT PUMP (IF AVAILABLE) Date Depth Below Ground Pump Description: Measured - Surface (£t) TYPe Intake Depth: 12/18/2009 41.5 Nominal Pump Capacity: Horsepower: WELL DRILLER'S STATEMENT ADDITIONAL WELL INFORMATION Driller: Patrick Desmond Developed: No Fracture Enhancement:No Supervisor: Patrick Desmond Rig #: Disinfected:No Well Seal Type:Concrete Firm: Desmond Well Drilling Inc. Total Well Depth: 45.000 Depth to Bedrock: Registration #: 877 Date Complete:12/18/2009 Comments: Two 2" wells and one 1" well were decommissioned. OVERBURDEN From To Description Color Comment Water Loss/Add Drill Drill (ft) (ft) Zone of Fluid Stem Drop Rate BEDROCK From To Code Comment Water Drill Extra Drill Rust Loss/ # of (ft) (ft) Zone Stem Large Rate Stain Add of Frac Drov per ft r do r a achusetts Department of Conservation and Recreation Massa-cHuse Office of Water Resources Well Completion Report 23-SEP-08 12:48:09 WELL LOCATION 253770 GPS North: 410 38.4761 GPS West: 700 26.55' Address:a�J`%Route 28 ( j Property Owner/Client: c/o Prime Engineering Subdivision Name: Mailing Address: P.O. Box 1088 City/Town: Barnstable City/Town, State:Lakeville MA Assessors Map: Assessors Lot #: Permit Number: Board of Health permit obtained: N Date Issued: Work Performed Proposed use Drilling Method Overburden Drilling Method Bedrock New Well Monitoring - 3 wells at this location. Auger CASING From (ft) To (ft) Type Thickness Diameter .00 -35.00 PVC Schedule 40 4.00 SCREEN From (ft) To (ft) Type Slot Size Diameter -35.00 -45.00 Slotted PVC .010 2.00 N CZ) WELL SEAL / FILTER P9CK / ABANDONMENT MATERIAL C M = From, (ft) To- (ft) Material Description Purpose ►V - -25-:00 - -- - 27---- Bentonite. Chips/Pellets_......_ , _. _Seale -35-.00 -45-_, Sand Filter ' � W Zf WELL TEST DATA (ALL SECTIONS MANDATORY FOR PRODUCTION WE LS) rn Date Method Yield Time Pumped Pumping Level Time to Recover Recovery (GPM) (hrs & min) (Ft. BGS) (Hrs & Min) (Ft. BGS) STATIC WATER LEVEL (ALL WELLS) PERMANENT PUMP (IF AVAILABLE) Date Depth Below Ground Pump Description: Measured Surface (ft) Type: Intake Depth: 09/04/2008 41.5 Nominal Pump Capacity: Horsepower: • WELL DRILLER'S STATEMENT ADDITIONAL WELL INFORMATION Driller: Patrick Desmond Developed: No Fracture Enhancement:No Supervisor: Patrick Desmond Rig #: 138 Disinfected:No Well Seal Type:Concrete Firm: Desmond Well Drilling Inc. Total Well Depth: 45.500 Depth to Bedrock:._ Registration #: 877 Date Complete:09/04/2008 Comments: OVERBURDEN From To Description Color Comment Water Loss/Add Drill Drill (ft) (ft) Zone of Fluid Stem Drop Rate .00 50.00 Fine to•Coa_rse Sand Brown ..Yes N/A - BEDROCK From To Code Comment Water Drill Extra Drill Rust Loss/ # of (ft) (ft) Zone Stem Large Rate Stain Add of Frac Dror) per ft 1�1 T. r �\ COMMONWEALTH OF MASSACHUSETTS EXECUTIVE OFFICE OF ENERGY & ENVIRO IRS DEPARTMENT OF ENVIRONMENTAL PRO ICMY SOUTHEAST REGIONAL OFFICE . 20 RIVERSIDE DRIVE, LAKEVILLE, MA 02347 605-946- DEVAL L.PATRICK IAN A.BOWLES Governor Secretary TIMOTHY P.MURRAY LAURIE BURT Lieutenant Governor Comrnissioner April 2, 2009 <:i ' CIO . Mr. Regan Jason RE: BARNSTABLE-BWSCT%0 E RTIt4-15466 Santuit Trust -Cltgo Gas-Station P.O. Box 692 190 Columbia-Road, Cotu' ' rp Sagamore, MA 02561-0000 Transmittal-# E192934 +O m PERMIT REVIEW STATUS Dear Mr. Jason: The Massachusetts Department of Environmental Protection, Bureau of Waste Site Cleanup (MassDEP), has received a complete Tier IC Permit Extension application and associated fee for the above-referenced Site. The official start date of July 30, 2008 has been established for this application. In accordance with 310 CMR 4.04(2)(a), 310 CMR 4.10(10) and 310 CMR 40.0720(4), MassDEP had 36 days from this date to perform its review of the application and provide (1) a decision to deny the Permit Extension , (2) a decision to grant the Permit Extension with conditions, or (3) a Notice of Review Extension to extend the review period for an additional 36 days. Since MassDEP did not issue a Notice of Review Extension, or a decision on the application, your application was presumptively approved in accordance with 310 CMR 40.0720(6) on September 4, 2008. The Permit Number is E192934. The Permit will expire on September 4, 2010. MassDEP urges you to review and familiarize yourself with the terms and conditions'of the Permit and the MCP, 310 CMR 40.0000 et seq., 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 MassDEP 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), pursuant to 310 CMR 40.1000, or Remedy Operation Status, pursuant to 310 CMR.40.0893, cannot be achieved at this Site prior to the expiration date of this permit, an application for a Permit Extension, prepared in accordance with the provisions of 310 CMR 40.0706, must be submitted to MassDEP prior to the expiration date of this Permit. This information is available in alternate format.Call Donald M.Comes,ADA Coordinator at 611-556-1057.TDD#866-539-7622 or 617-574-6868. DEP on the World Wide Web: http://www.mass.gov/dep �Ra Printed on Recycled Paper s • COTUIT-BWSC/SME RTN 4-15466 - Page 2 of 2 . Permit Extension Review Status POTENTIAL ENFORCEMENT Upon review of site files, MassDEP has determined that you are not in compliance with one or more laws, regulations, orders, licenses, permits or approvals enforced by MassDEP. Specifically, you have failed to. MassDEP is authorized to take enforcement actions against you, which may include the issuance of a Notice of Noncompliance, or assessment of an administrative penalty. If MassDEP proceeds with enforcement, it will do so under separate cover. By sending this letter, MassDEP has not waived, and is not without prejudice to, MassDEP's rights to take enforcement action against you for any noncompliance. If you have any questions please contact .Courtland Ridings at the letterhead address or by calling(508) 946-2722. Sincerel G and M.R. Martin, Chief Site Management& Enforcement Section M/CR/re B W SC-SME-DOCUMENTS4-15466permitextension CERTIFIED MAIL NO. 7006 3450 0002 8413 5455 cc: Barnstable Board of Selectmen Barnstable Board of Health - 200 Main St. Hyannis, MA 02601 Mr. Richard J. Rheaume, LSP Prime Engineering, Inc. P.O. Box 1088 Lakeville, MA 02347 ec: DEP-SERO Attn: Lara McLaughlin-Data Entry COMMONWEALTH OF MASSACHUSETTS EXECUTIVE OFFICE OF ENVIRONMENTAL AFFAIRS DEPARTMENT OF ENVIRONMENTAL PROTECTION SOUTHEAST REGIONAL OFFICE - 20 Riverside Drive, Lakeville, MA 02347 508 946-2700 JANE SWIFT BOB DURAND Governor B b Secretary=� �/0 A, �'�e�,�• REN A.LISS 01/ Co missioner ro 0 November 1, 2002 yFq k4y, eo0e Mr. Regan Jason RE: BARNSTABLE-BWSC��T� <F Santuit Trust RTN 4-15466 P.O. Box 692 Cotuit Citgo Sagamore, Massachusetts 02561-0000 4418 Route 28 NOTICE. OF AUDIT FINDINGS— REMEDIAL SYSTEM INSPECTION Dear Mr. Jason: The Massachusetts Department of Environmental Protection, Bureau of Waste Site Cleanup (the Department), is tasked with ensuring the cleanup of oil and hazardous material releases pursuant to Massachusetts General Law Chapter 21 E (Chapter 21 E). The law is implemented through regulations known as the Massachusetts Contingency Plan, 310 CMR 40.0000 et seq. (the MCP). On October 18, '2002, the Department conducted an audit inspection (the audit) at the disposal site identified above (the Site). The purpose of the audit was to determine whether the remedial system implemented at the Site is operating in accordance with the MCP and the Immediate Response Action Plan and Immediate Response Action Plan Addendum submitted to the Department on June 13, 2000 and June 5, 2001, respectively. The purpose of this Notice is to . inform you of the results of the Department's audit. • The Department did not identify any violations of the requirements applicable to the installation, operation and maintenance of the remedial alternative at the Site. A copy of both the Audit Inspection Screening Checklist and the Remedial System Field Screening Form are attached. LICENSED SITE PROFESSIONAL. A copy of this Notice has been sent to the LSP-of-Record for the Site, Mr. Richard Rheaume, LSP.# 6837. f . This information is available in alternate Format.Call Apre1 McCabe,ADA Coordinator at 1-617-556-1171.TDD Service-1-800-298-2207. DEP on the World Wide Web: http:/twww.mass.gov/dep Za Printed on Recycled Paper /A _ r t Barnstable-BWSC/SMP RTN 4-15466 Page 2 of 3 Notice of Audit Findings—Remedial System Inspection LIMITATIONS The audit focused on the remedial system in operation at the Site. The Department's findings were based upon the certainty of the information reviewed during the audit. These findings do not: (1) apply to actions or other aspects of the Site that were not reviewed in the audit; (2) preclude future audits of past, current, or future response actions at the Site; (3) in any way constitute a release from any liability, obligation, action or penalty under M.G.L. c. 21E, 310 CMR 40.0000, or any other law, regulation, or requirement; or(4) limit the Department's authority to take or arrange, or to require any Responsible Party or Potentially Responsible Party to perform, any response action authorized by M.G.L. c. 21E which the Department deems necessary to protect health; safety,public welfare, or the environment. If you have any questions regarding this Notice, please contact Terry Martin at the letterhead address or by calling 508-946-2765. All future correspondence related to the Site should reference the following Release Tracking Number: 4-.15466. ie e 1 ard M.R. Martin, Chief Site Management&Permitting Section Attachment 1: Audit Inspection Screening Checklist Attachment 2: Remedial System Field Screening Form M/TM/re CERTIFIED MAIL#7001 1940 0005 3102 5910 RETURN RECEIPT REQUESTED cc: (with Enclosures) Cotuit Fire District Water Department Post Office Box 451 Cotuit,Massachusetts 02653 Board of Selectmen Barnstable Town Hall 200 Main Street Hyannis,Massachusetts 02601 , Barnstable Board of Health 200 Main Street Hyannis,Massachusetts 02601 u Barnstable-BWSC/SMP RTN 4-15466 Page 3 of 3 Notice of Audit Findings—Remedial System Inspection cc: Mr. Richard Rheaume Prime Engineering Post Office Box 1088 350 Bedford Street Lakeville, Massachusetts 02347 DEP-BOSTON Thomas M. Potter,Audit Coordinator DEP-SERO Deborah Marshall, Chief,Audits & Site Management Section DATA Entry [AUDCOM NAFNVD, IRA,SNAUDI] (y �c4q6��!� PRIME ENGINEERING INC July 15, 2008 Mr. Tom McKean, Director of Public Health Town of Barnstable 367 Main Street Hyannis, MA 02601 Re: Tier I Permit Extension Application 4418_Rt. 28,7Cotuit;,MA-7 MADEP RTN: 4-15466 Dear Mr. McKean: In accordance with the public notification requirements of the Massachusetts Contingency Plan (MCP) (310 CMR 40.0703(8)) we are hereby notifying you that a Tier I Permit Extension Application for the above referenced Site will be submitted to the Massachusetts Department of Environmental Protection (MADEP) on July 25, 2008. The attached public notice provides additional information regarding this filing. The public notice will be published in the Friday,July 18, 2008 circulation of the Barnstable Patriot. If you have any questions regarding this information,please contact our office at(508) 947-0050. Sincerely, PRIME ENGINE G, INC. William Kenney ' - Geologist cf, N) .0 NJ k .; cA� CU co m CIVIL ENGINEERING ENVIRONMENTAL ASSESSMENT LAND SURVEYING P.O. BOX 1088, 350 BEDFORD STREET, LAKEVILLE, MA 02347 • 508-947-0050 • FAX 508-947-2004 I ATTACHMENT A Copy of Public Notification NOTICE OF APPLICATION FOR TIER I PERMIT EXTENSION Cotuit Citgo 4418 Route 28, Cotuit, Ma Release Tracking Number 4-15466 Tier IC Permit#020535 A release of oil and/or hazardous materials has occurred at this location,which is a disposal site as defined by M.G.L. c. 21E, § 2 and the Massachusetts Contingency Plan, 310 CMR 40.0000. On June 28,2001,the Department of Environmental Protection(MassDEP)issued a Tier IC Permit for Comprehensive Response Actions at the site. On July 25,2008 Santuit Trust intends to file an Application for a Tier 1 Permit Extension with MassDEP pursuant to 310 CMR 40.0703 and 40.0706.This Application will seek to extend the pen-nit for this site from September 8,2008 to September 8,2010 based upon the following rationale: • Comprehensive Response Actions,considered to be a major modification to the scope of work outlined in the Phase IV-Remedial Implementation Plan and Remedy Operation Status Opinion, are considered necessary at this time. Anyone interested in reviewing the Application for a Tier I Permit Extension should contact William Kenney of Prime Engineering, Inc., 350 Bedford Street.P.O. Box 1088,Lakeville,MA 02347, (508) 947-2004 to request a copy of the Application. Written comments related to this Application must be submitted within 20 days of the publication of this notice to: (1)MassDEP,20 Riverside Drive, Lakeville,Massachusetts 02347 by mail or by hand delivery during normal business hours; and(2) William Kenney,Prime Engineering, Inc.,350 Bedford Street.P.O. Box 1088,Lakeville,MA 02347. Failure to provide written comments as set forth herein may affect your right,if any,to challenge MassDEP's permit decision. The Application and the disposal site file can be reviewed at MassDEP,20 Riverside Drive, Lakeville,Massachusetts 02347,(508)947-2700. Additional public involve.~nent opportunities are available under 310 CMR 40.1403(9)and 310 CMR 40.1404. COMMONWEALTH OF MASSACHUSETTS u w EXECUTIVE OFFICE OF ENVIRONMENT a DEPARTMENT OF ENVIRONMENTAL P IC Yj 20 RIVERSIDE DRIVE, LAKEVILLE, MA 02347 508-94 -2 0 V , • 7 SJB ARGEO PAUL CELLUCCI l Governor �A � *�y�,0 BOB DURAND .¢ ,4� Secretary JANE SWIFT LAUREN A-LISS Lieutenant Governor Commissioner June 11,2001 Regan Jason, Treasurer RE:-Cot it:BWSC/SMP Santuit Trust 44l i Route.28 Post Office Box 692 RTN 4-15466 Sagamore, Massachusetts 02561 TRANSNUTTAL#W020535 INITIAL PERMIT APPLICATION STATEMENT OF ADMINISTRATIVE COMPLETENESS Dear Mr. Jason: The Department of Environmental Protection, Bureau of Waste Site Cleanup (the Department), has completed its Administrative Review of the Permit Application for the above- referenced site and determined it to be administratively complete. This determination was made on June 8,200 L. Accordingly,the Department will begin its Technical Review. According to 310 CMR 4.04, the Department now has to complete its Technical Review and issue a final decision to grant or deny the permit. The Department may request additional information during the course of the Technical Review. This Initial Technical Review Period(T-1) shall result in either a decision to grant or deny the permit, a proposed permit decision, or a statement of Technical Deficiencies. As a result of the Public.Notice, the Departrent did rot receive notification vy any individual of their interest in reviewing and submitting written comments on the permit application. However, the permit application for the above referenced site is now available for review in the Department's Regional Service Center located in Lakeville, Massachusetts. Interested parties may refer to 310 CMR 40.1400 for additional public involvement opportunities during the site investigation and remediation process. Pursuant to 310 CMR 40.0722 (2)(e) and 310 CMR 4.04(2)(b)2.c., if a Statement of Technical Deficiencies is issued, the applicant shall respond to the Department within 30 days of issuance of such Statement of Deficiencies by submitting any additional material to support.the application and address deficiencies. This information is available in alternate format by calling our ADA Coordinator at(617)574-6872. DEP on the World Wide Web: http:/AwAv.magnet.state.ma.us/dep Printed on Recycled Paper Cotuit-BWSC/SNW RTN 4-15466 Page 2 of 3 Statement of Administrative Completeness Pursuant to 310 CMR 4.04 (2) and 310 CMR 40.0721 (5), a determination of Administrative Completeness shall. not constitute any finding with respect to the technical suitability, adequacy or accuracy of the material submitted, and shall be no bar to a request to amend, revise, replace, or supplement such materials based on technical suitability, adequacy or accuracy. The!Department may request additional information during the course of the Technical Review. Withdrawal of the permit application shall be subject to the provisions of 310 CMR 4.04(3) (d). In accordance with 310 CMR 4.04 (2)(f) and 310 CMR 40.0720 (3), the applicant and the Department may, by written agreement, extend any schedule for timely action or any portion thereof. Provided your application is technically adequate, and none of the contingencies outlined in 310 CXLR 4.04 occur,the Department will issue a final decision within the timeframes listed in 310 CMR 40.0722. You will be entitled to a refund of your application fee should the Department fail to complete its final review of your application and make a decision to grant or deny the permit within these timeframes. If you have any questions,please call Terry Martin at(508)946-2765. Sincerely, (J;azd M.R.Martin,Chief Site Management and Permitting Section M/TM/ka CERTIFIED MAIL NO. Z 240 877 030 RETURN RECEIPT REQUESTED cc: Barnstable Board of Selectmen Ms. Susan McGrail Town of Barnstable. Prime Engineering,Inc. 367 Main Street Post Office Box 1088 Hyannis,Massachusetts 02601 Lakeville,Massachusetts 02347 Mr.Tom McKeon,Director of Public Health Town of Barnstable 367 Main Street Hyannis,Massachusetts 02601 DEP=SERO Attn: Mildred Garcia-Surette,Deputy Regional Director Cathy Kiley,Permitting Branch Chief ,. Data Entry DRAFT AUDIT INSPECTION SCREENING CHECKLIST DRAFT LEAD RTN: 4- Date Inspected 'l> > r)L Action Inspected: TOWN: : Site Name -- 2�/S` vi ADDRESS: c > � .:tS 2e PRP/OP: it7r`.i;i �.t LSP/Consultant G�7.��� ,���'cs/fi✓�y'�S �/�s � �' Condition Yes/No Com ents u w� , y 4PuiliHeaC1 fir .. >NAPL Win 15 feet of ground surface Q >5 mg/I total VOCs <15' &within 30 feet school/residence OHM in surficial soil in S-larea (school/residence/park) Potential for impacts to nearby receptors (j Private wells<500 feet, Zone II, or IWPA ,✓ utlic WON& 45g Accessible pits/lagoons/debris related to clean-up Possible fire/explosion hazard 0 Remedial system not secured p Odors/dust/debris/appearance problem � ' Within 500 feet of surface water, ACEC and/or wetlands 0 Confirmed contamination of surface water and/or wetlands Multiple sources of OHM Multiple media affected (GW&surface water, soil &air). Remediation Waste Issues 310 CMR 40.0030] Failure to remove remediation waste Min.120 days Failure to properly implement BOL process Immediate Response Actions [310 CMR 40.0411] Failure to notify of new-release or new condition Current IRA condition not addressed p Missed deadlines (Forms/Reports) Failure to comply with IRA Approval/Plan/Conditions Failure to perform Imminent Hazard Evaluation (40.0426) Failure to notify of field activities Risk Characterization[310 CMR 40.09001 Soil/groundwater category omitted or misidentified /o Missed receptors (private wells, wetlands, etc.) Inadequate soil/groundwater sampling Extent of contamination not defined COC/OHM not analyzed for and/or evaluated Potential migration pathway not evaluated Potential Source not identified or assessed Site Summary/Release History/Inspection Highlights/Comments: DEP Inspector/Signature: 41 2e-1 r' e Date: D T 10/17/00 MASSACHUSETTS DEPARTMENT OF ENVIRONMENTAL PROTECTION Southeast Regional Office/Bureau of Waste Site Cleanup REMEDIAL SYSTEM FIELD SCREENING FORM Town: Site Name: o jv„ '>%G°C Contact Person: ✓,S a �I'rn Address: Phone: System(s)Specified in Plans System Actually in Operation ❑ APL/DNAPL Recovery ❑ Dual Phase Extraction ElNAPL/DNAPL Recovery ❑Dual Phase Extracti on GW Pump/Treat with: ❑ Sparging with: ❑ GW Pump/Treat with: ❑ Sparging with: ❑ liquid phase carbon ❑ air ❑ liquid phase carbon, ❑ air ❑ air stripping ❑ ozone ❑ air stripping ❑ ozone ❑bioreactor ❑nitrogen ❑ bioreactor ❑nitrogen ❑-ozonation ❑ methane ❑ ozonation ❑ methane ❑ ign exchange ❑thermal(heat) ❑ ion exchange ❑thermal(heat) oil/water separator ❑ Bioremediation oiUwater separator. ❑Bioremediation Soil enting with: aerobic Soil entmi with: aerobic b ❑ � g ❑ vapor phase carbon ❑ anaerobic EgKapor phase carbon ❑ anaerobic ❑ catalytic oxidation ❑ intrinsic ❑ catalytic oxidation ❑ intrinsic ❑thermal oxidation ❑ thermal oxidation Other: J4 C �ee ce �'Lars Other: System in Operation? 0 YES ❑NO System Operating as designed and at proposed recovery levels? ❑YES VNO Comments: - _ Logbook in a secure building on-site? ❑Y S O / 1 Logbook info current? [ ES ❑NO =I ` � ���� ��� Date last Inspection: 7#b�. Current Inspection Date Current Inspecti �� r; Flow Rate(gpm or cfin): y Duration system operated sin e as inspection: Totalizer Reading(pump+treat): . NAPL/DNAPL Recovery Tank Guaging: Last Inspection . #of Gallons treated since last inspection: Le tj Flow Rate(gallons per minute(gpm)or cubic feet per minute #of gallons treated=to estimated flow rate x time since last (cfin): Z"J: 1 , �f Z inspection ❑ YES [:]NO, V Totalizer Reading(pump+treat): & #of gallons of NAPL recovered to date: �-4 NAPL Recovery Tank Guaging: #of gallons of NAPL recovered since last ins ection: tj ,+ Comments: III �reatne»t � em�Tn aaou IN MIN AMS 1 Groundwater Treatment Screen/Sample Method and Specified Frequency. Influent EtKent Last Round Screen/Sampled Field Heads ace/Sam le Control devices achieving a min' um of 95%reduction?? 2 YES ❑NO Comments: Air (Off-gas)Treatment Screen/Sample Method and Specified Frequency: Influent. Effluent Last Round Screen/Sampled ! Field Headspace/Sam le Control devices achieving a minimum of 95%reduction?? e, YF.S ❑NO (Fnrm Vercinn(nrrent ac nfil ' (01) Paga 1 of J "Comments: Component Applicable Present Not Present,'Not Workingor Not Don_e Overflow/High Water Shut-off Switch �a Pressure Shut-off Switch Data Collection Devices(flow meters,etc.) Process&Instrumentation Diagram System Secured Posting Name&Tel. #of contact in case of system malfunction Wastewater Treatment Plant Operator Inspections at A regular intervals Precautions taken to prevent damage to system by freezing,heat,vehicles, and vandals VIOLATIONS)OBSERVED: o'❑Yes ❑Possible If yes, list violation(s): `� �(/ � ; i,N ��2�'�s L�� c��S?ii t�G-- L.1s@ S' ✓'��S.t`Iiv�G ��� /„n:s,/���2� Additional Comments: Completed by: ! "3 (Form Vemiu _m C'nrrent as nfd 1-(11) _ Paoe nf'J i COMMONWEALTH OF MASSACHUSETTS EXECUTIVE OFFICE OF ENVIRONMENTAL AFFAIRS + d DEPARTMENT OF ENVIRONMENTAL PROTECTION 20 RIVERSIDE DRIVE, LAKEVILLE, MA 02347 508-946-2700 p1 SYOv JANE SWIFT BOB DURAND Governor Secretary LAUREN A.LISS Commissioner C (OPY September 6, 2001 Mr. Regan Jason RE: BARNSTABLE-BWSC/SMP RTN 4-15466 Santuit Trust Property Owned by Santuit Trust Post Office Box 692 4418-Route 28, Cotuit Sagamore, Massachusetts 02561 TRANSMITTAL#W020535 NOTICE OF PERMIT EFFECTIVE DATE Dear Mr. Jason: 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 July 24, 2001 and expiration date of July 24, 2006. 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 sea., in order to complete the required response actions within the timelines set forth therein. Failure to comply r:ith the dead> nes in the Permit and.MCP may result in the Department taldng enforcement actions against you,including,but not limited to,the assessment of Administrative Penalties. Please be advised that if a Response Action Outcome 0 pursuant to 310 CMR P � ), 40.1000, or Remedy Operation Status, pursuant to 310 CMR 40.0893, 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 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.magnet.state.ma.us/dep 10 Printed on Recycled Paper BARNSTABLE-BWSC/SMP RTN 4-15466 Page 2 of 2 Notice of Permit Effective Date If you have any questions please call Terry Martin at(508) 946-2765. SincerelyArardM.R. artin, of Site Management&Permitting Section MrMre CERTIFIED MAIL NO. 7001 0320 0001 4831 4389 RETURN RECEIPT REQUESTED Enclosure cc: (without Enclosure) Barnstable Board of Selectmen Town of Barnstable 367 Main Street Hyannis,Massachusetts 02601 Mr. Tom McKeon,Director of Public Health Town of Barnstable 367 Main Street Hyannis,Massachusetts 02601 Cotuit Fire District Water Dept. P.O.Box 451 Cotuit,Massachusetts 02635 Ms. Susan Jason Prime Engineering,Inc. P.O.Box 1088 Lakeville,Massachusetts 02347 DEP-SERO ATTN: Millie Garcia-Surette,Deputy Regional Director Cathy Kiley,Permitting Branch Chief Data Entry Le No.........�c....7. Fis...� ............ THE COMMONWEALTH OF MASSACHUSETTS BOARD OF HEALTH I TOWN OF BARNSTABLE Appliratinn for Biipnsal Vork.6 Tnnstrur#inn Prrutit Application is hereby made for a Permit to Construct ( ) or Repair ) an Individual Sewage Disposal S s em at fJ — �. ........... z`.�(�'.111utgz14........C)�'r r - q'zz�................................................... 7 Loc on Address or Lot No. ................... t... i1 /------------------ OAF Address e -•------------- ,irz >............----------.......................... .............. T.... 1d,�� t ............................... Installer Address dType of Building Size Lot............................Sq. feet U Dwelling—No. of Bedrooms............................................Expansion Attic ( ) Garbage Grinder ( ) p-, Other—Type of Building ..:......................... No. of persons............................ Showers ( ) — Cafeteria ( ) Q' 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. 1................minutes per inch Depth of Test Pit.................... Depth to ground water........................ 4q Test Pit No. 2................minutes per inch Depth of Test Pit.................... Depth to ground water........................ P4 .............................................•_--..................._...._......_r__.___•..._...._.......................................................... 0 Description of Soil---/---------------------------------------••------------------•--•••-•--•-• x W x U Nature of Repairs or Alterations—Answer when applicable}10Z_A �..I 0®n_4t�.�..S'�'PT�C•.l�A)A_)........ 19A),p..... au.�u�a sT° ........................................................ Agreement: The undersigned agrees to install the aforedescribed Individual Sewage Disposal System in accordance with the provisions of TITLE 5 of the State Environment Code—The undersigned further agrees not to place the system in operation until a Certificate of Compliant been is d by the board of health. Signed ........................... ........................................ Application Approved By ....... :....:..........................— - _t.........-----..............----..........---... ..............-- ace"--....L .. Du Application Disapproved for the following reasons: ............................. --------------------------------------------------------------- -- --------------- -.......................................................------------------------------------------------------- ..........--------- ------------------ e Dace Permit No. — ..... .........Z ....------------------..----- Issued --------.----- --------- Dace THE COMMONWEALTH OF MASSACHUSETTS BOARD OF HEALTH ( � TOWN OF BARNSTABLE Applutttiou for Di"uiittt Works Tonstrudion ramit Application is hereby made for a Permit to Construct ( ) or Repair an Individual Sewage Disposal System at C©T07 rat /S.. Locatio -Addr ss or Lot No. i "vE---------------•....----------------- ..........--.........................0A.F.-----� ................................ Address c v S l EC ----. u�iclST i9/l f�G .l -- Installer Address Type of Building Size Lot............................Sq. feet U Dwelling—No. of Bedrooms............................................Expansion Attic ( ) Garbage Grinder ( ) C14 Other Type of Building ---------------------------- No. -of persons............................ Showers ( ) — Cafeteria ( ) 04 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. 1--------------minutes per inch Depth of Test Pit...............•.... Depth to ground water-----------------_------- Test Pit No. 2................minutes per inch Depth of Test Pit.................... Depth to ground water........................ ---•----------------------------------...................................................................................................................... 0 Description of Soil.... --------•-------------------------------•-----------------...----------- x V ----------------------------------------------- •---------------------------------------------------------------------------------------------- •------------------------------------- •-------- ------- W ------------------------------------•----------------------------------------------------------------------......................................... ------------------------•------------ U Nature of Repairs or Alterations—Answer when applicable.,�/l��Al/__l000_4�.�._�8wriL_T��!�....___. , ----- P ¢ l _ •S'v2/1ou.... E ---�...Z----PTO-='.......----------------------------------------•------••--•---- Agreement: The undersigned agrees to install the aforedescribed Individual Sewage Disposal System in accordance with the provisions of TITLE 5 of the State Environmental1 Code—The undersigned further agrees not to place the system in operation until a Certificate of Complianc• has been is ed by the board of health. n Signed . -1 ------------------------- ----- - .Application Approved By ...... ,!r L(�..... .. ".✓... .::. Date Application Disapproved for the following reasons- ...............................----- ------------------------------------------------------------------------ ----------------- ------------------------ ------------------------------------------------------------------------------------------------------------------------------------------------------- -------------------- ........................................ Date Permit No. ��"'��................................ r J---------------------------- -------------- ------- ---------- Issued -----.....`..----------�Q----------� . � � I THE COMMONWEALTH OF MASSACHUSETTS BOARD OF HEALTH TOWN OF BARNSTABLE (gextifiottte of Complinure THIS IS TO CERTIF , hat the Individul Sewage Disposal System constructed ( ) or Repaired ( ) by........................-------------------------/L v Installer .. at -- / t'.. 19- I�J'IOlJ TF/...�cT Z ...................................-3/ -----------------------------------------------............................. has been installed in accordance with the provisions of TY LE 5 o The State Environmental Code as described in the application for Disposal Works Construction Permit No. ......� f''.,.��. ....... dated ...'�'-..^..... 'c- -.. ;f-. 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 TOWN OF BARNSTABLE No....... .......... FEE.... .. r �i ern ttl� nrk CJ".11nitrutivit anti# Permission is hereby granted........ .............. to Construct ( ) or Repair ( ) an Individual ewag"e f isposal System at No._--7- �. _..�`ig!yXd 1J TH f /�?-2 ?�1_.C'DTU/T ---- --•- •--------•--•---------------------------------------- Street as shown on the application for Disposal Works Construction Permit'No.��._,.'7-2-Dated....... 7: -_!�?'z.... ............ � :!!,t? •f/ •�^ _ y� p Board of Health j DATE........... -=�---,�-/----.�/...----•-----•-------------••-•------------ FORM 36508 HOBBS 6 WARREN,INC..PUBLISHERS ;t TOW _O BARNSTABLE lot LOCATION jj SEWAGE # VILLAGE �U ASSESSOR'S MAP LOT ,Ali, INSTALLER'S NAME & PHONE NO.L SEPTIC TANK CAPACITY 10690 C,dsl { LEACHING FACILITY:{type)�,G,e�� j� (sue) 1orn� 90j/ i w NO. OF BEDROOMS _PRIVATE WELL O PUBLIC WATE I . BUILDER OR OWNER j DATE PERMIT ISSUED: — DATE COMPLIANCE ISSUED: VARIANCE GRANTED: Yes t . f t Y n ' . �( j �i 0 r a r'1 TOXIC AND HAZARDOUS MATERIALS REGISTRATION FORM Mail To: NAME OF BUSINESS: IV -ru'rcr `7' 1`4AJ Board of Health MAILING ADDRESS: 4L l_ 'Z �6,fj�r�5-Gxfv`-" Town of Barnstable ' TELEPHONE NUMBER: 2'> — Z— e-4 /0- P.O. Box 534 CONTACT PERSON: f �.,, Hyannis, MA 02601 � ./k—70 Does your fir: store any of the toxic or hazardous materials listed below, either for sale or for your own use, in ntities 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 mailing address: i ADDRESS: ', Z I TELEPHONE: LIST OF TOXIC AND HAZARDOUS MATERIALS The Board of Health has determined that the following products exhibit toxic or hazardous characteristics and must be registered-when stored in quantities totalling more than 50 gallons liquid volume or 25 pounds dry weight. ,Please put a check beside each product that you store: y Antifreeze (for gasoline or coolant systems) Drain cleaners !� Automatic transmission fluid Toilet cleaners 1i Engine and radiator flushes Cesspool cleaners v Hydraulic fluid (including brake fluid) Disinfectants v Motor oils/waste oils L/ Road Salt (Halite) Gasoline, Jet fuel Refrigerants li Diesel fuel, kerosene, #2 heating oil Pesticides (insecticides, herbicides, v 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) Z, Rustproofers Swimming pool chlorine y Car wash detergents Lye or caustic soda Car waxes and polishes Jewelry cleaners Asphalt & roofing tar Leather dyes v Paints, varnishes, stains, dyes Fertilizers (if stored outdoors) Paint & lacquer thinners PCB's Paint & varnish removers, deglossers Other chlorinated hydrocarbons, z�- 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) V 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 y..`y TM.♦ _ 77^+ w��,_.r- ,r.y r+.� .. ..�,_,w ..R` y tt: y s� k "AL yw..�� �'�y"^+k .:Yi� N Y ��./`"b 1"Y"`a.�!�,{+�"�ysf"n.^"�j ,�'�5�?�� V^..T 9�1,_^pl''�-'�1 '•t^ TOWN OF BARNSTA,BtLE COMPLIANCE: CLASS: 1.Marine,Gas Stations,Repair ' satisfactory 2•Printers ..IBOARD OF HEALTH 3.auto Body Shops r� -tom O unsatisfactory- 4.Manufacturers COMPANY-6r�.�:�i,- -''a '�€�^"•3-' ' (see"Orders") 5.Retail Stores- 6.Fuel Suppliers ADDRESS 7..Miscellaneous QUANTITIES AND STORAGE (IN=indoors;OUT:=outdoors) MAJOR MATERIALS Case lots Drums Above Tanks Underground IN OUT IN OUT IN OUT #&gallons age Test Fuels: Gasoline Jet-Fuelir(A) /w e. Nr Diesel;Kerosene, #2 (B) Heavy Oils: waste motor oil (C) "r . new motor oil(C) transmission/hydraulic J Sy_ nthetic Organics: degreasers Co�slr<�g-T fs?;1 �'0,V4[; " t Miscellaneous' .' Xv�, ,f >` f-q4 3 �. f DISPOSAL/RECLAMATION REMARKS: L'Sanitary Sewage ' 2.Water Supply O Town Sewer bpublic - '�O On-site OPnvate 3. Indoor Floor Drains YES NO.t ` T O Holding tank:MDC O Catch basin/Dry well O On-site system 4. Outdoor Surface drains:YES NO ;ORDERS: t O'Holding tank:MDC V4"�r4 (14; O Catch basin/Dry well ' -� ""� V Y O On'-site system .W 1-1441 5.Waste Transporter Name of Hauler Destination Waste Product /,� / YES INO r ! % f I° F ��/ 2. �J ff 5'`J s.^ f► ` , Person (s) Interviewed Inspector ' Date 1 .- " z t::.x.'1xi� :..py:f.-:...ai'YI1=ctt.�"."":�1"'4"'.`t;�srr�aw�r.::�r•.. ._,-r<,ri'.«cr'�s.r".. .r.....z;.y�'�•.•.+.,o--- �j'-R'4h'v'` "�..:"n""��^`"`a,n,r v ,. w , TOWN OF BARNSTABLE COMPLIANCE: CLASS: 1.Marine,Gas Stations,Repair O satisfactory 2.Printers BOARD OF HEALTH 3.Auto Body Shops _ unsatisfactory-- � • .. -�^4:Manufacturers COMPANY `` O (see"Orders") 5.Retail Stores � �" �'/'E�'� '� i-rt,,4, 6.Fuel Suppliers ADDRESS Class: 7.Miscellaneous QUANTITIES AND STORAGE (IN=indoors;OUT=outdoors) MAJOR MATERIALS Case lots Drums IN OUT IN OUT IN OUT #&gallons Age Test Fuels: - Gasoline,Jet Fuel (A) Diesel, Kerosene, #2(B) Heavy Oils: waste motor oil (C) #4-1ro'g; 4^4AV-'" AKA t fit`i_Ac l�0 � (0) A� I transmission/hydraulid Synthetic Organics: 6 �.'M_ greasers ,pWoh« / Miscellaneous: 9 ,4 r7l tt m 40, 19w lo•A DISPOSAL/RECLAMATION REMARKS: 5 1. Sanitary Sewage 2.Water Supply O Town Sewer OPublic O On-site OPrivate 3. Indoor Floor Drains YES^ NO O Holding tank: MDC _ O Catch basin/Dry well O On-site system 4. Outdoor Surface drains:YES NO ORDERS: O Holding tank:MDC O Catch basin/Dry well O On-site system 5. Waste Transporter d Name of Hauler Destination Waste Product , l YES INO 1. , 2. Person(0Interviewed `, Inspector Date I c C1 `76 � � TOWN OF BARNSTABLE OMPUANCE: CLASS: 1.Marine,Gas Stations,Re it satisfactory 2.Printers BOARD OF HEALTH 3.Auto Body Shops unsatisfactory- 4.Manufacturers COMPANY (see"Orders") 5.Retail Stores 6_Fuel Suppliers ADDRESS / Class: Miscellaneous %9!f--7 QUANTITIES AND STORAGE (IN=indoors; OUT=outdoors) MAJOR MATERIALS , IN OUT IN OUT IN OUT #&gallons Age Test Fuels: 9 p1 Gasoline T��) f Ll #2 (B) ,A✓ Heavy Oils: waste motor oil(C) new motor oil (C) transmission/hydraulic Synthetic Organics: degreasers Miscellaneous: � W401 `ems DISPOSALIRELLAMATION REMARKS: 1. Sanitary Sewage 2.Water Supply IZt 0 Town Sewer Public 2, 'On-site OPrivate 3.Indoor Floor Drains YES NO Holding o ding tank:MDC r 0 Catch basin/Dry well 0 On-site system 4. Outdoor Surface drains:YES NO ORDERS: 0 Holding tank:MDC O Catch basin/Dry well O On-site system 5.Waste Transporter Name of Hauler Destination Waste Product Licensed? 2. Per on(s) Interviewed Inspector Date /i✓V'_A Z -4'.-y vs yL, Date: jjqjq7 ' TOXIC AND HAZARDOUS MATERIALS RE_ G.ISTRATION FORM NAME OF BUSINESS:SAW-TO: 0 t L BUSINESS LOCATION_ !-�1. _� -I"S .0 I E a MAILINGADDRESS: (i Aa C8IR _� SC.� qry� aj f Mail To: F-, < <. - Board of Health TELEPHONE NUMBER: — - Town of Barnstable CONTACT PERSON: a� Scw) P.O. Box 534 EMERGENCY CONTACT TELEPHONE NUMBER: . "-�p--5�8 � ��� Hyannis, MA 02 TYPEOFBUSINESS: (-afr5 cStaTfy^3 Does your firm store y of the toxic or hazardous materials listed below, either for sale or for you own use? YES V 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 mailing address: n � ADDRESS: . t-I q I R4. D S FcX IM,014 4-k J e 0+LX i TELEPH0NE: .L®C04 1,0y) Ce : 1 q tog 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 Q—qa Ik B,ntifreeze(for gasoline or coolant systems) Drain cleaners NEW USED Cesspool cleaners 000 Automatic transmission fluid Disinfectants Engine and radiator flushes S J ltiiS Road Salt (Halite) !® p+s, Hydraulic fluid (including brake fluid) Refrigerants Motor oils Pesticides - _4�NEW USED (insecticides, herbicides, rodenticides) Gasoline, Jet Fuel Photochemicals (Fixers) Diesel fuel, kerosene, #2 heating oil NEW USED —_Tr Photochemicals (Developer) ether petroleum products: grease, ( p ) 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 Paints, varnishes, stains, dyes r. 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 (dry cleaners) Other cleaning solvents Bug and tar removers WHITE COPY-HEALTH DEPARTMENT/CANARY COPY-BUSINESS TOWN OF BARNSTABLE COMPLIANCE: CLASS: 1.Marine,Gas Stations,Repair satisfactory 2.Printers BOARD OF HEALTH 3.Auto Body Shops _ unsatisfactory- 4.Manufacturers COMP O�� �y f 1 �"� � (see"Orders") 5.Retail Stores ­-6.Fuel Suppliers ADDRESS 'y I ���m� '� .r1 Class: 7.Miscellaneous Arlrs QUANTITIES AND STORAGE (IN= indoors;OUT=outdoors) MAJOR MATERIALS Dru Above Tanks Underground lanks Cticr� Caw��T� IN OUT IN OUT IN OUT #&gallons Age Test F els: 61 i6 qg Gasoline Jet Fuel(A) sl Co n Diesel,Kerosene, #2 (B) Heavy Oils: waste motor oil (C) new motor oil(C) '1144k ly42L1/11 transmission/hydraulic Synthetic Organics: degreasers Miscellaneous: P JLL I DISPOSAL/RECLAMATION REMARKS: Lr,/, `'4' /" ad — 1. Sanitary Sewage 2.Water Supply f ±C4L t�ez% 0 Town Sewer JVPublic � ��1�' On-site OPrivate 3. Indoor Floor Drains YES N0_v_ 0 Holding tank:MDC_ 0 Catch basin/Dry well 0 On-site system 4. Outdoor Surface drains:YES NO ORDERS: O Holding tank:MDC O Catch basin/Dry well 0 On-site system 5.Waste Transporter 0 UJ O � � YES NO 2. Person W erviewed Inspector Date TOWN OF BARNSTABLE cyMPLIANCE: CLASS; 1.Marine,Gas Stations,Repair satisfactory 2.Printers BOARD OF HEALTH 3.Auto Body Shops O unsatisfactory- 4.Manufacturers . COMPANY C i s 0 —Cc,,/ 11;111� (see"Orders") 5.Retail Stores 6.Fuel Suppliers ' ADDRESS #-/ Z fit' Class: 7.Miscellaneous QUANTITIES AND STORAGE (IN=indoors;OUT=outdoors) MAJOR MATERIALS UndergroundCase lot's Drums Above Tanks IN OUT IN OUT IN OUT #&gallons Age Test Fuels: Gasoline Jet Fuel(A) iesel Kerosene, a2 ( / � Z7 . ®, Heavy Oils: waste motor oil (C) new motor oil (C) ,¢ 7 — transmission/hydraulic Synthetic Organics: degreasers Miscellaneou : > l CT ps DISPOSAIJRECLAMATION REMARKS: 1. Sanitary Sewage 2.Water Supply a(p) 0-0 O Town Sewer 6public - F-On-site OPrivate (f�Iu & 67c.� �� S 3. Indoor Floor Drains YES N0-,/ O Holding tank:MDC_ e0/r�f 0(04 7�`k ' O Catch basin/Dry well O On-site system / 4. Outdoor Surface drains:YES NO ✓ ORDERS: O Holding tank:MDC �t2 tt d . 0�'/ �✓Yam , D X f E ��a�'d e-✓j O Catch basin/Dry well O On-site system 5.Waste Transporter Name of Hauler Destination .Waste Prodluct Licensed? YES NO 1. 2. � � /7-,op Persons nterviewed Inspector Da e ,� : - \ - C a � r .. ,-' /.�� �/ \� i \, /\ � t�, h ��� � f y � � � __ �' // 11111111 / TOWN OF BARNSTABLE OMPLIANCE: CLASS: 1.Marine,Gas Stations,Repair satisfactory 2.Printers BOARD OF HEALTH 3.Auto Body Shops ` O unsatisfactory- 4.Manufacturers I COMPANY zz,5�4 (see"Orders") 5.Retail Stores 6.Fuel Suppliers ADDRESS &VZt Class: 7.Miscellaneous �J�W rQUANTITIES AND STORAGE (IN=indoors;OUT=outdoors) MA TERIALS Case lots Drums Above Tanks Underground IN OUT IN OUT IN OUT #&gallons Age Test Fuels: +' ` Gasoline,Jet Fuel (A) Diesel,Dare, #2 (B) � Heavy Oils: waste motor oil (C) new motor oil (C) transmission/hyth ja is =.5 Synthetic Organics: degreasers Bl Miscellaneous: �p< DISPOSAIJRECLAMATION REMARKS: j 1. Sanitary Sewage 2.Water Supply 5140, O Town Sewer 01'ublic ��j>� AOn-site OPrivate 3. Indoor Floor Drains YES NO 0 Holding tank: MDC 0 Catch basin/Dry well 0 On-site system 4. Outdoor Surface drains:YES NO ' ORDERS: 0 Holding tank:MDC 0 Catch basin/Dry well 0 On-site system 5.Waste Transporter Name of Hauler Destination Waste Product 2. Person ("Interviewed. Inspector Date AV TOWN OF BARNSTABLE COMPLIANCE: CLASS: 1.Marine,Gas Stations,Repair BOARD OF HEALTH JIQ' satisfactory 2.Printers 3.Auto Body Shops ��� ��� unsatisfactory- 4.Manufacturers COMPANY '' "�✓C/ C// 0 (see"Orders") 5.Fuel Suppliers ADDRESS VY111 Clam 7.Miscellaneous 6;9�'t QUANTITIES AND STORAGE (IN=indoors;OUT=outdoors) MAJOR MATERIALS Case lots Drums Above Tanks Underground Tanks IN OUT IN OUTI IN OUT #&gallons Age JestFuels: :e 0 Gasoline Jet Fuel(A) p Diesel, Kerosene, #2 (B) Heavy Oils: waste motor oil (C) c new motor oil (C) transmission/hydraulic Synthetic Organics: degreasers Miscell neous- DISPOSAL/RECLAMATION REMARKS: 1. Sanitary Sewage 2.Water Supply r U O Town Sewer Public On-site OPrivate 3. Indoor Floor Drains YES NO 1� O Holding tank: MDC O Catch basin/Dry well O On-site system 4. Outdoor Surface drains:YES NO ORDERS: O Holding tank:MDC O Catch basin/Dry well O On-site system 5.Waste Transporter Name of Hauler Destination Waste Product •d YES N 1. O 2. (rt�k.2LAL 2-- /1 12 I �74(s) IntervieiVed Inspector Date TOXIC AND HAZARDOUS MATERIALS REGISTRATION FORM NAME OF BUSINESS: S i-r �r4 V Mail To: BUSINESS LOCATION: .� Board of Health Town of Barnstable MAILING ADDRESS: p-.a Rox 692 sagamare_M�n?561 P.O. Box 534 TELEPHONE NUMBER: sos-888-1 4cq, Hyannis, MA 02601 CONTACT PERSON: Heather Chapman or Regan Jason EMERGENCY CONTACT TELEPHONE NUMBER: Game -ask to have � � Regan Jason paged. Does your firm store any of the toxic or hazardous materials listed below, either for sale or for your own use, in qu ntities 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 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: Quantity/Case Quantity/Case /f a 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) o`z�D Gasoline, Jet fuel Refrigerants f 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 RECEP Household cleansers, oven cleaners ® FEB �. 2 1995 FEB ? 1 1995 White Co Heal De arH enf./ Cana Co Business PY- P Canary PY- HEALTH I?Ei�T. TOVVI �\r TOWN OF BARrNOSTA13LE _ I 2.8 GRADING AND DRAINAGE NOTESI BAXTE P.M. NYE PROPOSED TREE LINE (LIMIT of WORK) -� . ti: a 1. THE PROPOSED FIRST FLOOR ELEVATION 75.34 - , 4 " +.. �. II : .� �w�,. ; t 1 �, ', I , THE ELEVATION 75.34, IS EQUAL TO ELEVATION 100.00 AS SHOWN ON THE r ARCHITECTURAL AND STRUCTURAL DRAWINGS,. UNLESS OTHERWISE NOTED. \X BOTTOM OF BASIN T BE STRIPPED R PROVIDE/SILT FENCE FOR BASIN / x� ��,, \72.9 TO GRAVEL SUBGRADE AND TOP BAXTER NYE PROTECTION. INFILTRATION AREAS SHALL / THE PROJECT ELEVATIONS ARE BASED ON THE NAVD 88 VERTICAL DATUM. BE PROTECTED AT ALL TIMES FROM / u' ~' FINISH SOIL SHALL BE SANDY TOPSOIL o r f CONSTRUCTION TRAFFIC AND SEDIMENT 2 SX r j FOR INFILTRATION ENGINEERING & ,LURING CONSTRUCTION. (TYP) d 72,00 Z DEBRIS, STUMPS, EXCESS, AND UNSUITABLE MATERIALS FROM THE CLEARING & f' / 1'� 'II ' DEMOLITION OPERATIONS SHALL BE REMOVED FROM THE SITE AND DISPOSED OF IN A SURVEYING S` ONE CHECK DAM SEE // �� �o�� I LEGAL MANNER BY THE CONTRACTOR DETAIL #626 P �' 3. DISTURBED AREAS SHALL BE PROTECTED AT ALL TIMES TO CONTROL SEDIMENT o PROPOSED \\0��P� NOTE: f N 6; WA: R QUALITY SWALE ���0� p`' 72.9 R E `ER TO PRESERVE INFILTRATION � RATE CALL AREAS CONTRIBUTING RUNOF �-� TRANSPORT BEYOND THE LIMIT OF WORK. DETAIL#134-8 / TO THE PROPOSED INFILTRATION '` Registered Professional Engineers FACILJTIES MUST BE STABILIZED;PRIOR T 72 2s 4. DISTURBED AREAS SHALL BE TREATED WITH WATER DURING EXCAVATION OR and Land Surveyors 9 THEFACILITY RECEIVING RUNG :>t y / EMERGENCY r ~ p APPROVED ALTERNATIVE, TO CONTROL THE DUST. l SPILLWAY ELEV=72.4I' � 78 North Street - 3rd Floor / � 1 rF,� 5. THE SITE SUBCONTRACTOR SHALL PROVIDE ALL EXCAVATION, BACKFILL AND c3 COMPACTION NECESSARY TO ACHIEVE THE FINISH GRADES SHOWN ON THE PLANS AND Hyannis, Massachusetts 02601 F 72.4 FOR INSTALLATION OF BUILDING STRUCTURES, PAVING, STORMWATER MANAGEMENT AND }; > ` ALL UTILITIES (INTERIOR AND EXTERIOR). SITE CONTRACTOR TO REFER TO SITE Phone (508) 771-7502 7 5;,� x Off, `�s i ELECTRICAL, MEP AND LANDSCAPE PLANS FOR ADDITIONAL INFORMATION AND DETAIL. Fox - (508) 771-7622 www.boxter-nye.com EXISTING PAVING EDGES SHALL BE SAW CUT TO CREATE A CLEAN EDGE WHERE IT IS TO F R B ET 72.4/ p N �'• Q a z BE TIED INTO NEW PAVING, OR WHERE ASPHALT IS REMOVED ADJACENT TO ASPHALT o N Z WHICH IS TO REMAIN. BROKEN OR UNSTABLE PAVEMENT SHALL BE REMOVED AND ELEV.=71.7 _ o W o� s c,a N wk-' SUBBASE REPLACED WITH SUITABLE COMPACTED MATERIAL PER PAVEMENT SECTION <o DETAIL HEREIN. ANY SAWCUT LINES SHOWN ON THE PLANS ARE APPROXIMATE ONLY. / TOP OF BERM / THE EXACT EDGE OF SAWCUT SHALL BE DETERMINED BY THE CONTRACTOR IN THE FIELD 0 (DAYLIGHT LINE)�`/ / 73.10 / / 7 a 73. 1 72.93 �,m, TO PROPERLY BLEND TO THE SURROUNDING GRADES. PROPOSED ASPHALT SHALL BE _ / \ PROPERLY BUTTED AND BLENDED TO SURROUNDING ASPHALT WHICH IS TO REMAIN. THE •,�"1-•- 73 73 � E 72.5 1 1 BLENDED TRANSITION BETWEEN PROPOSED AND EXISTING ASPHALT SHALL BE RIP-RAP 13: 1 STORMWATER, 3: 1 7 \ ACCOMPLISHED WITH AN APPROXIMATE 1.5% GRADE UNLESS OTHERWISE IDENTIFIED. THE APRON/CHANNEL I I FOREBAY \ JOINT SHALL NOT BE ABRUPT. (TYP) #621 ;1 w �a,,,.•� I I � a ., `� \� "' �� ,l \ `� '' r � 6. ALL PIPE OUTFACES, STONE WEIRS, CHECK DAMS, AND. OTHER DRAINAGE OVERFLOW E . - f \ AND OUTLET AREAS SHALL HAVE RIPRAP EXTENDED FROM THE OUTLET TO THE BOTTOM 71 � '�� �;,�, \ � /' \ '"�� � �, STAMP S T A M P ,I \ 1 OF SLOPE WITH A MINIMUM 10 FT X 10 FT RIPRAP LEVEL SPREADER, UNLESSn ° OTHERWISE SPECIFICALLY DETAILED. ALL STONE OUTFALLS SHALL BE PROPERLY SHAPED 4�lt��{ k ��°F"�As` a, SO THE RUNOFF IS CONTAINED WITH THE STONE LINING. SEE TYPICAL DETAILS FOR ^,." "F .x . �..:✓, ! ,7'f q Cs P�f1=:-r 1 Q�«'.`�,u.\R r,. t` ,, •mod NIATTH EW 72.9 / - - ADDITIONAL INFORMATION. �` f ` + �, W. \ / 72.83 ` ` �i \ EDDY � 1 3.18 fi:£�1:Y > cn 7\ 7. ALL DISTURBED AREAS NOT OTHERWISE TREATED SHALL BE STABILIZED WITH 4 I .43 CML \ 72.63 .,,,j � _...�.. .,_ ..� a _. � �;'• No.43183 -- _ A 2.4 q LOAM, SEED, & MULCH. THE CONTRACTOR SHALL BE RESPONSIBLE FOR AREAS UNTIL , , p + ,.r'.,. - ',_ a.F R, r.,'" '„„ a:` �,e� �G �. A � VEGETATION HAS BEEN. PERMANENTLY ESTABLISHED. SLOPES IN EXCESS OF 3:1 AND � � �;�� � ,.�a ,�, �, �F ��r'� - �. _ . . � \ . f`�• , { 2 5 73.58 % "- Any w AREAS THAT SHOW SIGNS OF EROSION FROM CONCENTRATED FLOWS SHALL BE FURTHER ) STABILIZED WITH EROSION CONTROL BLANKETS (ECB) OF CURLEX DOUBLE NET \:.A 72.9 2.87 CURLEX II .98 BY AMERICAN EXCELSIOR COMPANY OR EQUAL. IT SHALL BE THE f' RESPONSIBILITY OF THE CONTRACTOR TO PROVIDE REQUIRED ECB'S AND PROPERLY CO NSULTANT I. -# .67 STABILIZE ALL AREAS OF THE SITE. .73.21 a q'a ANY USE OF WOOD U '� "s ,-. �;~� M L..,H SHALL BE KEPT A MINIMUM OF 20 OFF ALL BUILDING \\ % ° ///J 3.88 ,: o FACES. .t L Fps 8. ALL DRAINAGE STRUCTURES AND PIPING SHALL BE DESIGNED AND INSTALLED FOR .. 9 73.95' 1� Td-#4 . '" '; �\ ��5 . . . . . . . . . . . . . H-20 LOADING. w , . . . . `? 'G) SETTING OF CATCH BASINS AND MANHOLE STRUCTURES SHALL BE ADJUSTED WITH r swM F cluT CONCENTRIC OR OFFSET TOPS AS NEEDED FOR MINOR ADJUSTMENTS TO AVOID CONSULTANT . L \ "`"- \ ,.. Wig• O�j (1 s' DIA.X 4'-8" HIGH PRECAST CONCRETE CONFLICTS WITH UNDFRGPOUND UTILITIES OR OTHER STRUCTURES. THE GRATE OR LEACHING PITS H-20 LOADING MANHOLE COVER SHALL ALSO BE ADJUSTED OVER THE STRUCTURE TO NOT CONFLICT I 1 \ . . . . WITH 1.0 FT OF STONE AT OUTSIDE PERIMETER s 3.1 3.51 WITH STEPS INSIDE 1`HE STRUCTURE. 73,18 �A""` Fi RIM AT COVER=73.50f/SET TO FINISH GRADE s 4 . .4 3.50 2;0� MAXIMUM SLOPE; (FRAME & COVER) - , " _ TOP OF STRUCTURE & STONE=72.10 9. A 25 MINIMUK, SEPARATIOK SHALL BE MAINTAINED BETWEEN ALL STORM WATER-.p ALL DIRECTIONS FOR HC ' SPACES AND AISLES 7 Ex - ' -j• INV IN.=70.10INFILTRATION,, s MANAGEMENT FACILITIES AND SANITARY SEWER SEPTIC DISPOSAL AREAS AND \ .` _`_� / P ,f` ) BOTTOM OF STRUCTURE=67.43 / HAZARDOUS STORAGE TANKS FACILITIES. 10 FEET MINIMUM SEPARATION SHALL BE . .,. 4 : ,... ..,, '. / 3.45 '' rtA tj w BOTTOM OF STONE=66.93 / .Yw , ' r t SEE DEr,�IL14o . ALL WORK Ar`o IhsTALLATION MAINTAINED BETWEEN ALL STORM WATER MANAGEMENT INF,L RI�TIOPd FACIL.ITIE_. AND 1 _ .. t SHALL BE IN ACCORDANCE WITH MANUFACTURERS 1 3.43 73. 3fi SANITARY SEWER/SEPTIC. LINES, 'MANHOLES AND TANKS. t SPECIFICATIONS \ ` . , 3.53 `4 PREPARED FOR : T ~ . T, f ' RD INV.- ,} a err' 10. CONTRACTOR PTO VE;7IFY IN FIELD, WITH ENGINEER PRESENT, SOIL INFILTRATION RATE 1.50 or' AND GROUNDWATER ELEVATION PRIOR TO ORDERING OF MATERIALS OR COMMENCEMENT t 7J x F r OF CONSTRUCTION (ASSUMED 827` INCHES/HR. INFILTRATION RATE). IF RATE VARIES COtUIt Center For The Arts `" tf FROM ASSUMPTION OR CROU?IDWATER IS PRESENT, SYSTEM MAY HAVE TO BE 4404 Falmouth Road \� O '" `., + REDESIGNED AS DETE�RNINED BY THE ENGINEER. ANY MATERIALS ORDERED OR - _w. - " - •, CONSTRUCTION COMMENOL PRIOR TO THIS OCCURRING IS AT THE CONTRACTORS OWN COtUIt, MA 02635 od / m p � $ .. f RISK. .......... Y t k`""� o ` g � .. " '� UNSUITABLE MATERIALS 'ENCOUNTERED ADJACENT TO SOIL INFILTRATION LAYERS SHALL BE j p REMOVED FOR 5 FT AROUND THE LEACHING SYSTEMS/FACILITIES AND REPLACED WITH .. ... ... ... "`� ^ 1 � �z� �; ', ``o� �' SAND BORROW PER MHD M.1.04.0 TYPE B. r.. :. '.'.::....... '.:.::..:':'.:. d A ..6 �>.. BENCHMARK J .... f .'..' DRAINAGE CATCHB.ASIN X ,.: - , r w \X~,. ° EL 71,83 (NAVD88) ... a' ......... .. .. ......... '° . ;, Foo 11. CPP - HIGH DENSITY POLYETHYLENE CORRUGATED PIPE WITH SMOOTH INTERIOR PROJECT TITLE r l ,' w INv.= ':':':':':':':':'......,........................ .............. ::.. ' s \, : 7 ,.I ,w. a WALL TO MEET ADS N-12 PIPE SPECIFICATION OR EQUAL. CPP PIPE USE SHALL BE -< t .me,µ. ..... ....:. _ . .. f .'.'.'.'.'.'.'.'.'.'.':'.'.'.'..'.'..'..'.'.'.'.' .'....... r - _,, . Ceramic Studio , I 71 50 _ ............ ... .......................... ,., ALLOWED AS NOTED, WITH A DIAMETER UP TO AND INCLUDING 24 . BACK FILLING CPP � ou `' ` ¢ w� PROP3SED SILT SACK MUST FOLLOW MANUFACTURER'S RECOMMENDATIONS U s '.'.'.'.'.. :...:.....:.. .'.'....'.. :. d.# wYE , E ATIONS AND SPECIAL CARE MUST BE '.'..... _ ti 4418 Falmouth Road x . °.4. NV.=7o.84 EXERCISED SEE ADS PRODUCT NOTE 3.115 o ,. .. - F t \ °{ < )' Cotuit, MA 026.35 o°` CB 12. ALL ROOF DOWNSPOUTS SHALL BE TIED INTO ROOF DRAINS. REFER TO A / / '' "� ,, �' 1 ;.-71. � ;r ARCHITECTURAL PLANS FOR ALL LOCATIONS OF DOWNSPOUTS. CONTRACTOR SHALL / r .m .. Fb� t' �� PROVIDE TIE-INS TO ALL DOWNSPOUT LOCATIONS. ROOF DRAINS TO BE AT LEAST 6 ,, �d l I ......../ / , o � ? 1'.f -/ t, � '' CPP AT 1.00% SLOPE VIINIMUM, UNLESS OTHERWISE NOTED ON THE PLAN. MINIMUM ( 41C11 �`" TYPICAL COVER SHALL BE 2 FEET, U.O.N. Y\ � � � , � # / ��"�� \f. J' _ -" 13. ALL RCP PIPE TO MEET' CLASS IV SPECIFICATIONS. ° ss �4 Jed NX DOUR E WYE _ ' M / o ` INV 0.34 `\ \ 14. ALL PIPE INSTALLATIONS SHALL FOLLOW PROJECT SPECIFICATIONS AND PIPE BUILDNrt3 TOTAL AREA / d MANUFACTURER RECOMMENDATIONS. m t EX. STRI.11;;TURI: �%� � w,, � � ! ~_" ... � 15. ALL GRADING WORK SHALL BE DONE IN A WORKMANLIKE MANNER ACCOMPLISHED TO r w �" � " , , , � � � ,~� � , � a CREATE POSITIVE DRAINAGE AND ELIMINATE ANY PUDDLING OR PONDING. WHERE NOT WYE/ i s' r '7 _ " `~ -- .�'s INv.=70.84 ' � F.F_ ELEa'"`'5.,"� i � \' �: � � .ti �� � �\ �>` � ) ,-"°" ='` \ OTHERWISE NOTED OR DEFINED ON THE PLAN, ALL CUT AND FILL SHALL BE BLENDED ' �� _. TO DAYLIGHT AT EXISTING GRADE WITH A 3:1 SLOPE. fo <, > . �� wr' ` o ,r `Y, / THE CONTRACTOR SHALL_ NOTIFY THE ENGINEER WITH ANY GRADE ISSUES OR QUESTIONS HOLDING TANK REMOVED PER TOM c ' _ Od / �,ti ` `"' ® JKL 9 17 2019 _ / ., / 1 �_ /\ \ 1/ .' ``' .rf'" PRIOR TO PERFORMING THE FINISH GRADING WORK. / McKEAN COMMENT ON 7-19-2019 -- \ SWMI FACILITY p ,, , *. �, TETE m7 ` •,...1� `.'j .�^" / \ t ; ✓� t.:. r JKL 5/15/2019 PRESSURE DOSING SYSTEM ADDED (1) s DIA.X,4-8 HIGH PRECAST QONCR ziy - ' ,,` / 16. TYPICAL CURB REVEAL IS TO BE 6 INCHES (FOR VERTICAL FACE) UNLESS o / LEACHING PITS H-20 LOADING i _ o / / �� \ �r �• ® MJ 4/22/2019 PER SITE PLAN REVIEW COMMENTS WITH 1.0 FT OF ST6NE-AT_,OUTs1DF,_PEkIMETER / ; °" ~ \ �� OTHERWISE NOTED BY TOP OF CURB (TOC) AND BOTTOM OF CURB (BOC) ELEVATIONS. ° RIM AT COVER=73.50t/SET To FINISH GRADE \ / / WHERE THESE ARE NOTED THE CONTRACTOR SHALL REVIEW TO PROVIDE REQUIRED 0 MJ 3/29/2019 EVERSOURCE COMMENTS Q � .. , � ,, (FRAME & covER) {! ; 1{ <o�� \ / F ,�� :, - SF ,.�d REVEALS AND THEN PROPERLY TAPER THE CURB AND FINISH GRADE BACK TO THE D A T E D E S C R I P T I O N TOP of STRUCTURE& qTo,NE=.72..08- " �� 2 r <: ,"- r TYPICAL 6 INCH REVEAL. IF TOC OR BOC LABELS ARE NOT SHOWN, ALL SPOT o �. INV IN.=70.10 WYE INV.= 1' , Qj N S H E E T T I T L E t� ELEVATIONS ARE BOTTOM OF CURB WHEN ADJACENT TO A CURB FACE, `1. BOTTOM OF STRUCTURE=67.43 70.34 " 1� N BOTTOM of STONE=66.93 " µ ,$ Ef { ."q } xSF �� ,�� ,,. 17. STORMWATER MANAGEMENT FACILITIES SHALL BE PROTECTED FROM SEDIMENT AND SEE DETAIL 140#. ALL WORK-AND INSTALLATION ?. ~ \ � � Grading and o SHALL BE IN ACCORDANCE N11TH,MANUFACTURERS �� �,, `" �'; ' '�°� >" I r"` SILTATION AT ALL TIMES. JUST PRIOR TO COMPLETION, THE SITE SUBCONTRACTOR X SPECIFICATIONS o� \ " F - " Q �� °�` , SHALL PERFORM A FINAL INSPECTION AND CLEANING OF THE STORM WATER `� od 5 ' OP `' MANAGEMENT SYSTEM. ALL SEDIMENT AND SILTATION SHALL BE REMOVED FROM THE Drainage Plan r� \ "µ %Y ' \ 1;° ,`� �,o!° BASINS, FOREBAYS, ETC. AND THESE AREAS SHALL BE SHAPED TO FINAL CONTOURS 0 C'5 � o'I � AND ELEVATION PER THE PLANS. ALL REPAIRS SHALL BE MADE AS NECESSARY TO THE �A'`" �O \�r� r '. - ��U\ SATISFACTION OF THE ENGINEER PRIOR TO PLACING FINAL TOPSOIL, MULCH, S H EET NO SILT FENCE VEGETATION, SEEDING, FTC. v W I .F� �' `P (SEE DETAIL #601 TYP.) C4nO U �" 18. ANY DEWATERING OPERATION WHEN REQUIRED AS PART OF THE CONSTRUCTION (LIMIT OF WORK) g \ " / Jj , PROCESS SHALL ENSURE ALL DEWATERII�IG OCCURS THROUGH A PROPER DEWATERING BASIN (STONE FILTER FABRIC AND HAYBALES OR OTHER ACCEPTABLE MEANS) PRIOR DATE : MARCH 21, 2019 N -_ .~.~-. ,••• r,�,.. , fi ., TO DISCHARGE FROM THE SITE. 10 0 10 20 SCALE IN FEET 00, (� I-a :1 = 1 0 SCALE ' CD iej �fi _ /' � v `, k DRAWN BY . MJ CHECKED BY :MWE N - �,.� JOB N O : 2019-005 FILE : 2019-005 GD.dw i Ol N UTILITY NOTES B "IA 0 J­ h�' "i I N S' t J 1. CAUTION: THE CONTRACTOR SHALL CONTACT DIG SAFE (AT 1-888-DIG-SAFE) AND UTILITY COMPANIES TO LOCATE ALL EXISTING UTILITIES, AT LEAST 72 HOURS PRIOR TO THE START OF CONSTRUCTION. THE CONTRACTOR SHALL DETERMINE THE EXACT LOCATION, BOTH HORIZONTALLY AND VERTICALLY, OF ALL EXISTING UTILITIES BEFORE THE START OF ANY WORK. THE LOCATION OF EXISTING UNDERGROUND SYSTEMS, INFRASTRUCTURE, UTILITIES, CONDUITS AND LINES ARE SHOWN IN AN APPROXIMATE WAY ONLY, MAY NOT BE LIMITED TO THOSE SHOWN HEREIN AND HAVE NOT BEEN INDEPENDENTLY VERIFIED BY THE BAXTER NYE OWNER, THE ENGINEER, OR ITS REPRESENTATIVE. THE CONTRACTOR AGREES TO BE FULLY RESPONSIBLE FOR ANY AND ALL DAMAGES WHICH MIGHT BE OCCASIONED BY THE CONTRACTOR'S FAILURE TO LOCATE SAID SYSTEMS, INFRASTRUCTURE AND UTILITIES EXACTLY. IF ELEVATION INFORMATION DIFFERS FROM ENGINEERING & PLAN INFORMATION, THE CONTRACTOR SHALL NOTIFY THE ENGINEER IMMEDIATELY FOR POSSIBLE REDESIGN. AT UTILITY CROSSINGS, VERIFY IN FIELD THE LOCATION AND INVERTS OF WATER, ELECTRIC, GAS, TELEPHONE & DATA/COMM AND RELOCATE IF CONFLICTING WITH A PROPOSED INVERTS PER THE ENGINEERS DIRECTION. THE CONTRACTOR SHALL PRESERVE ALL UNDERGROUND SYSTEMS, INFRASTRUCTURE AND UTILITIES AS REQUIRED. SURVEYING 2. 12" MINIMUM VERTICAL CLEARANCE SHALL BE MAINTAINED BETWEEN ALL UTILITY CROSSINGS. �' O „� 3. A MINIMUM 10' HORIZONTAL SEPARATION SHALL BE MAINTAINED BETWEEN WATER AND SEWER LINES, WHERE WATER LINES CROSS SEWER LINES, THE 31 SEWER LINE SHALL BE LOCATED WITH A MINIMUM VERTICAL CLEARANCE OF 18" BELOW THE WATER LINE. THE SEWER LINE JOINTS SHALL BE LOCATED Registered Professional Engineers EQUIDISTANT AND AS FAR AWAY FROM THE WATER LINE AS POSSIBLE. MEN IT IS IMPOSSIBLE TO ACHIEVE HORIZONTAL AND/OR VERTICAL SEPARATION AS and Land Surveyors / a �p W STIPULATED ABOVE, BOTH THE WATER LINE AND SEWER LINE AT THE CROSSING LOCATION SHALL BE CONSTRUCTED OF MECHANICAL JOINT CEMENT-LINED Co. DUCTILE IRON PIPE FOR ONE FULL 20 PIPE LENGTH OR ANOTHER EQUIVALENT THAT IS WATERTIGHT AND STRUCTURALLY SOUND. THE JOINTS FOR BOTH PIPES SHALL BE LOCATED AS FAR AWAY FROM THE CROSSING AS POSSIBLE. BOTH PIPES SHOULD BE PRESSURE TESTED TO 150 PSI TO ENSURE THAT THEY 78 North Street — 3rd Floor ' aARE WATERTIGHT. `_F; Hyannis, Massachusetts 02601 4. ALL WATERLINE MATERIALS AND WORKMANSHIP TO CONFORM TO THE RULES, REGULATIONS AND SPECIFICATIONS OF COTUIT WATER DEPARTMENT AS AMENDED TO PRESENT. DIVISION HAS AUTHORITY TO AMEND PLANS. IF ANY CONFLICTS WITH THE CONTRACT DOCUMENT OCCUR THE HIGHER STANDARD A ro 00 SHALL APPLY. THE WRITTEN SPECIFICATIONS OF THE DENNIS WATER DEPARTMENT ARE HEREBY INCLUDED BY REFERENCE. IT SHALL BE THE CONTRACTORS Phone (508) 771-7502 W Kj , FOLLOW THE WATER DEPARTMENT REQUIREMENTS Fox — (508) 771-7622 Jj <z Q RESPONSIBILITY TO OBTAIN UNDERSTAND AND FO K M —nye.corn 5. WATER MAINS TO BE CEMENT LINED DUCTILE IRON PIPE CLASS 52, U.O.N. ALL CONSTRUCTION METHODS AND MATERIALS SHALL BE AS REQUIRED BY, www.baxter C,X W AND IN ACCORDANCE WITH THE LOCAL WATER DEPARTMENT AND APPLICABLE AWWA SPECIFICATIONS. DOMESTIC SERVICE TO BE 200 PSI CTS PLASTIC LINE INASTIC DIUMES'pe (n 0�2 V"I- SER IGE 2 0<0 U.O.N., TO DIVISION SPECIFICATIONS SLEEVED WERE REQUIRED. MIER V V) 6. GATE VALVES SHALL BE MUELLER ONLY. IRON BODY, BRONZE MOUNTED, DOUBLE DISC, WITH TWO INCH OPERATING NUT WITH MECHANICAL JOINT HUBS. GATE VALVES SHALL CONFORM IN EVERY RESPECT TO ALL APPLICABLE AWWA STANDARDS. VALVES SHALL BE DESIGNED FOR 200 PSI WORKING AND 300 PSI TEST PRESSURE AND SHALL OPEN LEFT. 4 0 7. VALVES SHALL ALSO CONFORM TO THE SPECIFICATIONS OF THE AWWA AS TO SIZE STEM, PITCH OF THREAD, GASKET SEATING AREA SHALL BE FULLY MACHINED TO THE FIXED DIMENSIONS AND TOLERANCES AS PER AWWA SPECIFICATIONS. ALL VALVES SHALL BE PROVIDED WITH "0" RINGS. THE DESIGN OF O'L PIPE, FiRE THE VALVE SHALL BE SUCH THAT THE SEAL PLATE CAN BE FITTED WITH NEW "0" RINGS MILE THE VALVE IS UNDER PRESSURE IN THE FULLY OPEN S E"R POSITION. 8. VALVE BOXES AND CURB BOXES SHALL BE BUFFALO OR PIONEER AND SHALL BE FURNISHED AND INSTALLED FOR ALL VALVES. THEY SHALL BE CAST IRON, TAR COATED, SLIDING TYPE ADJUSTABLE VALVE BOXES TOGETHER WITH CAST IRON COVERS. 9. TYPICAL COVER OVER WATER LINE SHALL BE 5'. IF LESS THAN 4' OF COVER IS PROVIDED, INSULATE WATER LINE AGAINST FREEZING IN ACCORDANCE WITH DETAIL #205 OR EQUAL. S T A M P S T A M P SCH 40 PVC 10. WATERLINE INSTALLATION REQUIRES TIE ROD RESTRAINED JOINTS TO BE USED AT ALL BENDS, ENDS OF LINE, VALVES AND FIRE HYDRANTS, PER WATER e� IWA 11, ZN OF VENT WITH qr SUPPLY DIVISION REQUIREMENTS. RESTRAINED JOINTS TO BE INSTALLED PER TOWN OF DENNIS WATER DISTRICT REQUIREMENTS. SEE TABLES ON SHEET C5.1 SCREEN 2 \FOR ELEVATION INFORMATION w 11. IF RESTRAINED JOINTS CAN'T BE USED DUE TO PHYSICAL CONSTRAINTS, ONLY AS SPECIFICALLY APPROVED BY THE WATER DEPARTMENT, THRUST 'x INSPECTION PORT W f,, Z EDDY BLOCKS TO BE INSTALLED AT ALL BENDS, ENDS OF LINE, VALVES AND FIRE HYDRANTS IN ACCORDANCE DETAIL #301. CONCRETE THRUST BLOCKS AS 0 PER DETAIL #252 1 6( Fl.Cle 1)y CAL iN REQUIRED, CONCRETE SHALL BE 1 PART CEMENT TO ,2 PARTS SAND AND 4 PARTS COARSE AGGREGATE. CONCRETE CLASS -C- WITH A 28 DAY OVIL 0. COMPRESSION STRENGTH OF 2000 PSI MINIMUM AGGREGATE SIZE OF 1-1/2-. THRUST BLOCKS SIZED PER SPECIFICATIONS. ALTERNATELY PRECAST THRUST 4"�Iro No.431 83 + BLOCKS TO DIVISION SPECIFICATIONS MAY BE UTILIZED. CARE SHALL BE TAKEN TO ENSURE THAT ALL CONCRETE THRUST BLOCKS BEAR AGAINST let UNDISTURBED TRENCH WALLS AND NOT TO ENCASE FLANGES AND BOLTS ON MECHANICAL JOINT FITTINGS. MERE UNSUITABLE BEARING MATERIAL IS s, ENCOUNTERED, EXCAVATE AND PLACE SUFFICIENT CONCRETE BALLAST TO OFFSET THE ANTICIPATED THRUSTS. r 0 12. COTUIT WATER DISTRICT APPROVED WATER SUBCONTRACTOR AND THIRD PARTY INSPECTOR REQUIRED. COST OF THE INSPECTOR SHALL BE BORN BY THE 5 FOOT OVERDIG, AS NEEDED SEE SEPTIC CONSTRUCTION CONTRACTOR/WATER SUBCONTRACTOR. tp ­ NOTE #5 ON SHEET C5.1 CON SULTAN TN 13. GAS, ELECTRIC, DATA/COM IS SHOWN SCHEMATICALLY HEREON. ALL LABOR, WORK, EQUIPMENT AND MATERIALS FOR INSTALLATION OF THESE UTILITIES J4� SHALL BE OWNED AND PERFORMED BY THE CONTRACTOR. UTILITIES SHALL BE INSTALLED WITH A MINIMUM COVER OF 3 FEET U.O.N. OR OTHERWISE 4 DIRECTED BY THE CONTROLLING UTILITY COMPANY. CONTRACTOR SHALL COORDINATE ALL FINAL LAYOUTS AND DETAILS WITH APPLICABLE UTILITY COMPANY. MANIF&D 12'W X 291 LEACHING FIELD k 14. POWER AND COMMUNICATION DUCT BANKS SHALL BE INSTALLED IN ACCORDANCE WITH DETAIL #C-832. WERE A DESIGN BY THE UTILITY COMPANY OR INV _J, 6ND -832. M k� MEP ENGINEERS ARE PROVIDED THOSE SHALL SUPERCEDE #C Y "'N TH 15, ALL COMMERCIAL LIGHTING SHALL DIRECT ALL LIGHT SO AS TO KEEP ALL LIGHTING WITHIN SUBJECT LOT. ALL COMMERCIAL LIGHTING SHALL HAVE E V. Y, LATERAL V, FIXTURE HEIGHT SET AT 20' MAXIMUM HEIGHT ABOVE GRADE. LIGHTING DESIGN SHALL MEET THE REQUIREMENTS OF THE CAPE COD COMMISSION TB-95-001 2 "EXTERIOR LIGHTING DESIGN". INV. IN MANIFOLD T~ 16. ALL UTILITY CUTS THROUGH EXISTING CONCRETE OR BITUMINOUS CONCRETE PAVED SURFACES SHALL BE SAW CUT. BACK FILLING OF TRENCH SHALL CONSULTANT INV. BEGIN RVI 'ICIN INCLUDE 12" IN DEPTH FLOWABLE FILL TO THE BASE COURSE OF THE SURFACE �TEATMENT. THE SURFACE TREATMENT SHALL THEN BE REPLACED IN KIND. V 7 T 1,500 GALLON H-20 TWO COMPARTMENT SEPTIC TANK \IN 17. SITE CONTRACTOR TO OWN ALL EXCAVATION, TRENCHING, & BACKFILLING FOR ALL', UTILITIES AND MISCELLANEOUS WORK INCIDENTAL TO THE SCOPE OF (ACME ST1 52M) THE -PROJECT AND CONTRACT DOCUMENTS. CONTRACTOR SHALL REFER TO'MEP FOR, LANDSCAPE PLANS BY OTHERS FOR ADDITIONAL INFORMATION AS' 1000 GAL,, APPLICABLE. .................... LEACH PIT 000 GAL SEr NK PROVIDED BY THE CONTRACTOR IN ACCORDANCE WITH THE CONSTRUCTION DETAILS 500 GALLON, 4' I.D., H-20 18. ALL WORK WITHIN THESE PLANS SHALL BE PERFORMED AND ........ .....................I......... ........................ PROVIDED IN THIS PLAN SET WHETHER OR NOT THE DETAIL NUMBER IS SPECIFICALLY REFERENCED. PUMP CHAMBER -R54) ........ (ACME PC ............. 19. ALL COVERS, CURB BOXES, GRATES, AND OTHER FINISH SURFACES SHALL BE RESET TO THE NEW FINISH GRADE. .......... ............... .................. ........ ........ PREPARED FOR : D X 20. THE FIRST 10 FEET FROM THE BUILDING FACE FOR STORM DRAIN, SEWER AND WATER PIPING SHALL FOLLOW THE PLUMBING CODE. THIS INCLUDES THE 0S­2-0%­' D-1 X WV-'60f; .-50... .... ..................... ......... FIRST 10 FT OF STORM DRAIN AND SEWER PIPE TO 13E CAST IRON MATERIAL. REFER-TO PLUMBING PLANS BY OTHERS AS APPLICABLE. ........................... . ........ 'C Cotuit Center For The Arts .......... 0, A 21. WHERE UTILITIES CALLED OUT TO BE ABANDONED IN PLACE OR REMOVED AS NEEDED CONTRACTOR SHALL OWN REMOVING PIPE AND APPURTENANCE'S AS .... ................� t.. I" p ............... NEEDED MERE THEY CONFLICT WITH PROPOSED WORK. EXISTING SEPTIC SYSTEM ........$........... 1� 'CT.................... SHALL BE PUMPED, REMOVED, TROL.'PANFL.VEXA. ........ 4404 Falmouth Road AND PROPERLY DISPOSED BY TIDRlt 11131 ............... ... ........ ... ...... CONTRACTOR .......1E.L.D* Cotuit, MA 02635 UNDERGROUND ........ NVATER SERVICE PER wG *.".'.'.'.*.,..,.*,..,...",......''.....- / / 14011�ELECTRCIAL 011UIT INATER TIE X RIIA=71,83 Vrl rl iCA-P ANO SUM I I%V. SERVICE TO X CONTROL PANEL Y MO FY EXISTING \ 1 I t ,;.> SEIR E TO BUILDING AS r EX. STRUCTURE 0 NEEDS 0 0% #4418 0, Z:4 EV=75.34 PROJECT TITLE APPROX, LOi A MON110RING 0 F.F. EL' 0 EIJ-CIRICA'L-­ C UIT BANK ViELL Ceramic OND EN Studio BUILDING TOTAL AREA 4418 Falmouth Road 1,990 8F RT EXISTING FUEL TANKS TO FUEL OIL TANK BE REMOVED OR VERIFIED FILL (ON-J A A\ PROPOSED UNDERGROUND Cotuitj MA 02635 EX, STRUCTURE FILL SECONDARY ELECTRIC SERVICE ALREADY REMOVED WALL) 0 -<V G#4 418 0 AND DATA/COM IN SAME 0 5�4 _4, z 0 F,F, ELEV=7 9 0 --MENCH. SEE DETAIL #832A " i - 11_1�1 ELEC At --,, y, "Ji, cc) EXISTING OHW TO BE n- 0 0 z . (AITLETf. REMOVED 0 1-, "I' \ F. FUEL—\ PROPOSED TRANSFORMER ON A RECAS 0 00, TANK CONCRETE TRANSFORMER D PER ,'.,j000 (P TRFM flu- EVERSOURCE (COORDINATE E EXACT 0 333 263 E 0 LOCATION WITH UTILITY COMPANY PROPOSE�X SIN rl" PL RIM' PROPOSED HAND HOE 3p., or�� IV� SI-EEVErt ELEGIR11 GUY 0 METER CD PROPOSED UNDERGROUND V • PRIMARY ELECTRIC SER\ACE—'--, ROPOSED N W to rn UTILITY POLE WITH RISERS PER EVERSOURCE PROPOSED UNDERGROUND SECONDARY 0 VTl _L ELECTRIC SERVICE AND DATA/COM IN 0 M ATCHLINE SAME TRENCH. SEE DETAIL #832A 0 U 11712019 HOLDING TANK REMOVED PER TOM N 4 JKL .7 IMcKEAN COMMENT ON 7-19-2019 ['130, TANK F111 0 CL GAS SERVICE PER ' 0 RE DOSING SYSTEM ADDED JKL 5/15/2019 PRESSURE 0 7_ EXISTING 0 E NSTAR AND SURVFY M 0 OHW TO BE 0 MJ 412212019 PER SITE PLAN REVIEW COMMENTS -0 REMOVED ca VERIFY EXISTIK6/F6`EL TANKS Mi 312912019 EVERSOURCE COMMENTS PROPOSED TRANSFORMER 0 HAVE BEbN' ,,REMOVED (TYP DATE DESCRIPTION a- Ji SERVICE 'PER � /WATE A PRECAST CONCRETE COTUIT VJ'ATER TIC TRANSFORMER PAD PER SHEET TITLE C CARD AND CLIR'� 0000e 0 EVERSOURCE (COORDINATE a) THE EXACT LOCATION WITH NY) A\ UTILITY COMPA UP 333 FLOOD LIGHT C) Up 111UM ZZ 264 J Utility Plan 3 PROPOSED 333 26,, C; HAND HOLE) PROPOSED GUY C) ELECI RK'AL 0 SHEET N 0 PROPOSED En UNDERGROUND VIEW INSET U Ln PRIMARY ELECTRI 0 "1 5wO a SERVICE 6u PROPOSED NEW 9 20 0 20 40 UTILITY POLE WITH RISER C) DATE : MARCH 21, 2019 0 PER EVERSOURCE 0 SCALE IN FEET 10 0 10 20 1 f9= 209 SCALE IN FEET En 0 MATCHLINE SCALE T'= 10' 9 0 DRAWN BY: W CHECKED BY:MWE 41 r\j 1 J 0 B NO : 2019-005 F I L E 2019-005 UT.dwQ a) I 0 TERNYE .......... SCH 80 PVC a NUMBER OF PERFORATIONS PER .,.�'W 1 � ; �", l �``° �..� €1 S _,1 �� � .)IN�. PRESSURE DISTRIBUTION LATERAL SHOWN IN PRESSURE DOSE LATERAL r TABLE INCLUDES THE WEEP HOLE A ORIFICES AT BOTTOM OF PIPE O BAXTE R NYE LATERAL LENGTH 5 AND 7 O'CLOCK (TYP) — _ — (SEE PLAN, 2" THICK LAYER OF 1 8 TO 3 4 DOUBLE ENGINEERING & — - — — — SCH 80 PVC PRESSURE DISTRIBUTION / " / " (— — — — — — — PEBFORATED.'SCH....'.' 4q.PVC,.VENT.,PIPE.•.'.'.'.':'. '.'.' MANIFOLD (SEE DETAIL) WASHED STONE (PE STONE) SEE DIET "WEEP HOLE" � �T�A SURVEYING DISTAL END END CLEANOUT ._71.. PERFORATION TO BE .........'..•.'........; PLACED NEAR THE CROWN OF THE SCH 80 PVC o 0 0 0 0 0 PIPE 1N THE 45' PRESSURE DISTRIBUTION MANIFOLD (SEE DETAIL) BEND OR SWEEP FULL '.'.'.:.'.'.'..'.' ......•..........•...�..'.'.'.' WEEP HOLE (TYP) PERF. PERF. ALTERNATE ORIFICE ".'•'.'.'..'.'.• "''''P.ERF::'.' SEE DETAIL #254 0- Registered Professional Engineers ISPACING SPACING LOCATION (TYP) •;:':':'::.,....,•.....;......SF�ACING,1 O s=o.005 MIN. and Land Surveyors (TYP) 1 \/\ //\// �/ / o 0 0 0 0 ono o O $ o /��N r\ \,�\�,\ y O o o g o �o �o �o o Fo ,,\ o ono oo o o a� o 78 North Street — 3rd Floor PVCo Qy� /✓, FORCESCH OMAIN :'.I \ duo"c�Oo o oUc�"�6� o VO� o o �C� dp oV o o p o \ t ORIFICES - BOTTOM OF PIPE, AT 5 & 4" SOLID SCH 40 o 0 0 / i Hyannis Massachusetts 02601 7 O'CLOCK EQUALLY SPACED. SEE PVC VENT MANIFOLD \\//\\�C\ \\�C \n\r\��\\�\ \.�\ \ \ \ \\/r\.�\�\ PLAN VIEW FOR DIAMETER, SPACING ..,...'....,.,..1 AND POSITIONING PROVIDE ORIFICE ;1 SECTION B-B Phone - �J�08) 771-7502 SHIELD AT EACH ORIFICE \�EXISTING GROUND OR 3/4"TO 1 1/2" DOUBLE SCH 80 PVC 1 1 APPROVED SEPTIC FILL WASHED STONE PRESSURE DISTRIBUTION Fax - (508) 771-7622 Z LATERAL END CLEANOUT, LATERAL www.boxter-nye.com SEE.DETAIL #254 0 0 0 0 - SEE PLAN VIEWS FOR LATERAL SIZING & SPACING AND ORIFICE SIZING & SPACING SCH 80 PVC FULL DISTRIBUTION PRESSURE PERF. I FULL PERFORATION FINISH GRADE-73.0t 1'' SPACING SPACING PLUS DISTANCE LATERAL I'•'.'.'.'�TYP) 1 ELBOW E(TYPLE IN 2" PERFORATED TO''.':':' ) I I VENT PIPE SCH 40 C 1/8"TO 3/4" DOUBLE 9" MIN B L.........'.'.. I B WASHED STONE (PEASTONE) ............. •�' •.�y.e..°-up..e °au e,,,..�.y.y._.y. •.•.y.a�. .....e ..a�7 b8"°a n• �r.yR_.,.,__e — „•-ws' a». ........—.t--.—�6Trr�-�7 • "Q E�•-r�—►•-t°j y�.. R�w•sYT`O •b.-ao•°a °ao°����°�.• a °a._aa �•�•;�.: . aa s�a•�•� 8°�•�• .b a?ad:a ,•a��•�•�.. 0 I'• I I I y\ 000 0 0 0 FrVI; I'''' ••••'••'•'•'••'•'•'••'•' s-0.0050 z_ �\ dJ� dJ0' \ STAMP S T A M P 0 0 0 0 0 0 0 tO \ o O � ............... 00 0 0 .....•................... 2" PERFORATED SCH \, \y \ \ \ jN 0 � \ � �N OF PLAN VIEW .'.'.'.'...:.,:'.'.'..........:..... 40 PVC VENT PIPE - — �/\�\/i�/i�`/i, i�i�/i� /���/� i`r ��/��//�/i� i /./i / / / / / / /. /. /. i �. ,, 9C' �� d9AATTHrp E4N �G A EXISTING GROUND OR 3/4-TO 1 1/2" DOUBLE LIMIT OF LEACHING FIELD SEE PLAN VIEWS FOR LATERAL SIZING & SPACING AND OR FICE SIZING & SPACING SECTION A-A APPROVED SEPTIC FILL WASHED STONE ! UVtL CIVIL Q 4 1 .1. 4 NO.4318311 :, c- PRESSURE DOSING FIELD PLAN N.T.S. OISTE 211A D►ET +►IL. c_ PRESSURE DOSED LEACHING FIELD SECTION N.T.S. (SEE TABLES ON SHEET C5.1 FOR DIMENSIONAL INFORMATION) z11 C)ETAIL CONSULTANT ELBOW WITH INSECT SCREEN I ALARM SYSTEM CONTROL PANEL Box CONSULTANT PROPOSED VENT 4" SCH. 40 PVC 9 - RISER g i� I II 24" DIA. ACCESS COVER AND RISER SECTION CENTERED OVER PUMPS FINISHED GRADE (COVER TO BE MARKED"SEWER") PREPARED FOR : CONNECT TO PRIMARY POWER SOURCE--- Cotuit Center For The Arts b k — = am EMA 4 JUNCTION BOX GATE VALVE 4404 Falmouth Road - SCH. 80 PVC FORCE MAIN Cotuit, MA 02635 4" PVC INLET ` 3" TER TIGHT GASKET K FOR PENETRATIONS F 4" PVC TEE INLET . WATER TIGHT GASKET FOR PENETRATIONS QUICK DISCONNECT COUPLING A oe FOR EASY REMOVAL 1/4" WEEP HOLE PROJECT TITLE i� Qj SWING CHECK VALVE SUITABLE Ceramic Studio G� FOR VERTICAL INSTALLATION p c a SCH 80 PVC DISCHARGE PIPING 4418 Falmouth Road :3 e GALVANIZED LIFTING CHAIN Cotult, MA 02635 FLOAT CONTROLS FOR LIQUID LEVEL CONTROL c (SEE PUMP CHAMBER " o SCHEDULE FOR ELEVATIONS) r, x, NOTES: 0 1) ALL PUMPS OFF ELEVATIONS TO BE SET OFF TANK BOTTOM TO PROVIDE SUBMERSION OF PUMP AS 0 pow o 0 0 o0 0 0 ° o c`ta REQUIRED BY MANUFACTURER. 12" 0 0000° O if 0 r� 0 CP ° oo° o ° Oo �0 0� o0 0 i 2) ALL TANK PENETRATIONS SHALL BE CONSTRUCTED TO CREATE A WATERTIGHT SEAL. 00 3) TANK TO BE DESIGNED FOR H-20 LOADING AT DEPTH OF COVER SPECIFIED HEREIN. \/��\ \ \\ \\ \\ \\ \\\ \\ \\ \\ \��\ \\�\\�\\�\ \\�\\�\\�\\�\ \ 6 4) WATERPROOF TANK WITH 2 COATS OF BITUMINOUS COATING. 12" COMPACTED GRAVEL BORROW LL PUMPS TYPE C 0 a c 500 GALLON 4' DIA, H-20 PUMP CHAMBER N.T.S. 214 OtE7A1L a (ACME PRECAST MODEL PCR54A OR EQUAL) IR ® JKL /17/2019 McKEAN COMMENTMONE77-19-20 9 0 8 JKL 5/15/2019 PRESSURE DOSING SYSTEM ADDED N n ® MJ 412 212 01 9 PER SITE PLAN REVIEW COMMENTS ,V 01 MJ 3/29/2019 EVERSOURCE COMMENTS Ln DATE DESCRIPTION qA SHEET TITLE a Septic System v , Profile & Details L,; SHEET NO Ln Ln C5m2 0 0 DATE : MARCH 21, 2019 N 0 10 0 10 20 J Ea J SCALE IN FEET G SCALE :1,t= 10' - o o, DRAWN BY: MJ CHECKED BY:MWE 0 J O B NO : 2019-005 F I L E : 2019-005 UT.dw 0 N 0 i TOP OF FINISH FLOOR=75.34 BAXTERNYE SET TWO 24" DIA. MANHOLE FRAMES & TYPICAL I Cp'�"� �/ C PROFILE C GRADE COVERS TO FINISH GRADE. RISERS & 1 1 1 ICAL SLI 1 IC SYSTEM STEM 1 1 101 ILL_ .� .�� >�' . . . �M.. , ,` .; FINISH • COVERS SHALL BE FlNISHEDTIGH�T - = I ,• =74.Of DE OVER TANK 73.7E 24 CAST IRON FRAME AND NOT TO SCALE » COVER TO FINISH GRADE. NOTE: ALL STRUCTURES TO BE H-20 RATED.RISER & COVER SHALL BE BA/\Y TER NYE E TOP TANK="C" WATERTIGHT V CLEANOUT COVER SECURED AT FINISH GRADE INVERT OUT 4" SCH 40 PVC ® " " 3 MIN. 4 CONCRETE FOR EACH LATERAL SEE DETAIL 70.50 S "A" (SEE PLAN S.',: 4" SCH 40 PVC D 'ISCF KWE PUMP 'SPECKRCiATIONS COLLAR (TYPICAL) #254 (�) ENGINEERING & VIEW FOR LENGTH) -"- - N. _ " „ 4" SCH40 PVC VENT SEE PLAN VIEW SCHEDULE 80 PVC THREADED CAP MIN. F FINISHED GRADE 1. 2 PUMPS REQUIRED. PUMP SYSTEM COMPLETE WITH ALL EQUIPMENT AND INVERT IN-"B '' 10" �- OVER TANK=73.5f CONTROLS SHALL BE PROVIDED IN ACCORDANCE WITH ALL THE PLAN FINISHED GRADE OVER LEACHING = 73.0E 6" CR SHED STONE TYP SURVEYING INVERT OUT="E" ;`; INFORMATION AND SPECIFICATIONS HEREIN. FORCE MAIN PIPE: 2 LAYER 1/8 TO 1/2 STONE COVER=AL PVC PIPE. HYDRAULIC ��.� MIN. �•. .1 3. THE PUMPS BELOW R PUMP SINGLE PHASE 1 " » ' " » »CEMENT & SEAL AROUND ELEV=72.14 E 1 5/220 VOLT. THE PUMPING DOUBLE WASHED STONE OR FILTER FABRIC 9 MIN �' / f' ZABEL FILTER LENGTH='Z TO TOP OF PIPE PIPE WATERTIGHT-TYP. r GAS BAFFLE t-• " » SYSTEM TO BE PROVIDED AS A COMPLETE DUPLEXING PACKAGE, TO INCLUDE FOR ALL PENETRATIONS :.. LIQUID '`:I GAS BAFFLE - - DIAMETER= AA - THE STAINLESS STEEL LIFTING CHAIN FOR A CONCRETE PUMP CHAMBER, OR (3/4" to 1 1/2") SLOPE= AB SCH 80 FORCE MAIN, S-0.59� 1 �? BAFFLE LEVEL="G ` t1 " „ EQUAL PER MANUFACTURERS SPECIFICATIONS (INCLUDING, BUT NOT LIMITED 6 MIN. LATERAL INV END ="AP" Registered Professional Engineers 1.,.,-_�,T ,. ,_.�.�.;...• MIN. SLOPED BACK NO SAGS TO TO: WATERTIGHT ACCESS, VALVES, QUICKDISCONNECT FOR PUMP RISER BOTTOM OF TAN Y a, , . INV IN="P" » PUMP CHAMBER TO ALLOW DRAIN LATERAL INVERT IN-AIM " and Land Surveyors INVERT OUT= Q LIFTING CHAINS, MOUNTING BRACKETS, FLOAT CONTROLS FOR LIQUID LEVEL BOTTOM OF STONE INV=AR y • - • • r•,SEPTIC TANK TO BE INSTALLED ON OUT COMPLETELY. MINIMUM COVER ..i.. : .,. ,.. , A LEVEL, STABLE, COMPACTED BASE OPERATING LEVE TO BE 2FT. ALL BENDS TO BE & PIPING). PUMP PANEL IN NEMA 4X SHALL BE PROVIDED FOR PEDESTAL RISER DIA TO MATCH DISTAL END WEEP HOLE, SEPTIC TANK TO BE INSPECTED & CLEANED ANNUALLY " INFORMATION THRUST BLOCKED. MOUNTING MEETING THE SPECIFICATIONS PROVIDED WITHIN THESE PLANS. LATERAL DIA. SEE DETAIL #254 7$ North Street - 3rd Floor TWO-COMPARTMENT 1500 GALLON T 12 CRUSHED „ W SEE DETAIL SHEET FOR ADDITIONAL INFORMATION ON PUMP E ISTING SOILS TO BE REMOVED TO THE "C HORIZON TIE INTO EXISTING BUILDING'SEWER SERVICE STONE BASE » - INSTALLATION. SCH 40 PVC- (SEE NOTE #5 HEREON) 5 MIN. SCH 80 PVC LATERAL SLOPED AWAYHyannis, M PIPE. EXACT LOCATION TO BE VERIFIED IN 4. CONTRACTOR TO SUBMIT PUMP CURVES AND MANUFACTURER MANIFOLD FROM MANIFOLD A y aSSOC11USett5 02601 SEE NOTE #3 ON T 0.5%. SEE PLAN FIELD BY CONTRACTOR PRIOR TO SEPTIC PUMP SPECS DATA/SPECIFICATIONS FOR SELECTED PUMP AND DUPLEXING SYSTEM NO GROUNDWATERVIEW SYSTEM INSTALLATION. IN FIELD ADJUSTMENT, LIQUID DEPTH IN DEPTH OF OUTLET TEE MANIFOLD INV. BEGIN= AJ OBSERVED TO ELEV. 62.5! FOR DIAMETER AND SPACING (TV) BOTH HORIZONTALLY AND VERTICALLY, MAY BE SEPTIC TANK BELOW FLOW LINE EQUIPMENT TO THE ENGINEER FOR APPROVAL s CHAMBER TO BE INSTALLED ON TANK INVERT EL="X" MANIFOLD INV. END="AK" Phone - (�0$) 771-7502 NEEDED (REVIEW WITH ENGINEER IF 4 FEET 14 INCHES LEVEL, STABLE, COMPACTED 12"_ '; *:.:.>•...; OPERATION AND MAINTENANCE NOTES: FOX - 508 771-7622 DIFFERENT FROM DESIGN ASSUMPTIONS) 5 FEET 19 INCHES CRUSHED STONE BASE PRESSURE DOSED SOL ABSORPTION SYSTEM(SAS) 6 FEET 24 INCHES PUMPS SHALL BE INSPECTED QUARTERLY AND IN ACCORDANCE LEACHING FEW WWW.baXter-nye.com 0 WO EOU WITH THE MANUFACTURER RECOMMENDATIONS AND PROFLE (TYPICAL) 7 FEET 29 INCHES H-2 GALLON PUMP CER(ACME PCR 54A OR Ala SPECIFICATIONS. INSPECTION REPORTS SHALL BE SUBMITTED TO 0 TO SCALE 8 FEET 34 INCHES (NOT TO SCALE) THE HEALTH DEPARTMENT. PUMP NOTES - SEE PUMP SPECIFICATIONS HEREON: 1, 2 PUMPS REQUIRED (DUPLEX) 2. ALARM TO BE ON SEPARATE CIRCUIT FROM PUMP. 3. 1 AUDIO AND 1 VISUAL ALARM REQUIRED. 4. MOUNT ALARMS ON CONTROL PANEL/PEDESTAL. Septic Tank Schedule ACME H 2O 1,500 gal Mono ST152M- 138L x72W X72H STAMP STAMP 5 or approved equal) Elevation schedule values SEPTC DESIGN REQUIREMENTS: �jAOF A Pipe IN Slope I(%) Min. 2.0% �c B Tank INV IN 70.28' NITROGEN LOADING LIMITATION: 330 GPD/AC x 0.809 AC =266.8 GPD TABLE of DIMENSIONS r BENDS B C D E F BENDS B C D E F W. C Top of Tank EL. 71.53 EXISTING SEPTIC PERMIT &1-77 v �DDv -+ 2 GAS ISLANDS PLUS ONE BAY SEPTIC FLOW=75 6^ 111/4' 8" 15" 12" 24" 12" 6" 45• 8" 30" 12" 24" 14" G � D Bot. of Tank EL. 65.53 s" 221/2' » 19" » » 13" 6" so• » 30" » » 27" ,� No. x.153 GPD PER ISLANDS, PLUS 125 GPD PER SERVICE .` E Tank INV OUT 70.03 8" 111/4' » 20" » 12 8" 45' » 30" » 24" » » » 36" THREADED CLEAN OUT END CAP BAY xl BAY-275 GPD GRANDFATHERED FLOW s" 221/2• » 22^ » 1�" s" so• » 3s" F Pipe OUT Slope (%o) Min. 2.0°l0 � � 12" 111/4' » 30" „ 15" 12" 45' » 40" ., 40" � '<cS�lo A G ' Liquid Level Inches 48 COMMERCIAL: 25 PERSONS 12" 221/2• 35" ^ 2s 12" so• so" 52^ � \ x 10 GPD/PERSON (THEATER) SCH40 PVC �� TOTAL DESIGN FLOW = 250 GPD (THIS IS A REDUCTION IN FLOW) FIENDS �. E .� CLEAN OUT / �, C O U L T A T .. I I I GARBAGE GRINDER (NOT INCLUDED) - / CAP NUT o ...... . - - NA 1LB ��?� C D F PERC RATE _ <5 MIN. / INCH (CLASS 1) LTAR = 0.74 GPD/S.F. UNDISTURBED A \ / A MIN. LEACHING AREA OF S.A.S. REQUIRED: SOIL I `__, Pump Chamber Schedule 250 GPD/ 0.74 GPD/S.F. - 338 S.F. MIN. CLAN_ SECTION 1-1 i ACME PC H-20 500 gal 4' I.D. -500 gal 4' I.D x 7.4' H PROPOSED SYSTEM: TABLE OF DIMENSIONS PLAN VIEW (or approved equal) _ _ _ Y (1) 29'L x 12'W LEACHING FIELD TEES G H I i TEES CONSULTANT Elevation Schedule Elevation (ft) Height(ft) Values SIDEWALL AREA: (NONE) 6"x 6"x 6" 12" 24" 24" 18" 12"x 12"x 6" 12" 24" 24" 18" - - , , 8"x 8"x 6" » » » 12"x 12"x 8" » » » 24" BOTTOM AREA: 29 x 12 CAST IRON FRAME AND COVER AT OUtSlde Top Of Pump Chamber 72.14 6.92 ( ) = 348 SF 8"x 8"x 8" » 24" 12"x 12"x 12" ' » 36" " 36" FINISH GRADE IF UNDER PAVEMENT C P Pump Chamber INV IN 69.97 5.25 - TOTAL EFFECTIVE LEACHING AREA = 348 SF. TEES FINISHED GRACE 24•So' � TITLE _T CONSTRUCTION NOTES: ' Q Pump Chamber INV OUT 69.97 5.25 SYSTEM DESIGN CAPACITY = 348 SF x 0.74 GPD/SF== 257,5 GPD L_.._. 12' _..I. •-CLASS c" CONCRETE � , 24-HR Storage EL'. 69.85 2.66 SEPTIC TANK SIZING: FIRST COMPARTMENT=250 GPD x 200% = 500 GAL S 1. ALL SYSTEM COMPONENTS SHALL BE INSTALLED IN ACCORDANCE WITH 2. 1 ' 2 TITLE V OF THk" STATE SANITARY CODE DATED SEPTEMBER 9, 2016, AS S High Water Alarm ON 67.19 2.47 SECOND COMPARTMENT=250 GPD x 100% = 250 GAL G ' -] H t J 6" OF 3 4" r 1 t AMENDED THR%JGH THE DATE OF THIS PLAN & ANY LOCAL RULES T Lag Pump ON 66.99 2.27 (48 HR AND 24 HR - 500 + 250 - 750 GAL) ��{iy ',,' DOUBLE WAS STONE �';:;;� REGULATIONS APPLICABLE. U Lead Pump ON 66.79 2.07 - USE 1.500 G T N TO VENT HOLE AND _ E GALLON TANK MIN. UNDISTURBED BENEATH CLEANOUT PVC THREADED CLEAN OUT END CAP PREPARED FOR : V Pump OFF 66.42 1.70 SOIL STRUCTURE 2. ANY CHANGE' TO THIS PLAN MUST BE APPROVED IN WRITING BY THE W Low Water Alarm ON 66.22 1.50 PLAN 'SECTION 2-2 SCH 80 PVC 45• BEND OR SWEEP ENGINEER. ECE1+A'170N INFORMATION MUST NOT BE CHANGED WITHOUT WRITTEN " . . PRIOR APPROVAL BY THE ENGINEER. Cotuit Center For The Arts X Inside Bottom Of Pump Chamber EL. 64.72 0.00 4 THRUST BLOCK NOTES: Outside Bottom of Pump''Chamber EL. 64.22 1. PROVIDE BLOCKS FOR ALL ANGLES, BENDS, WYES, PLUGS, 3. WHEN CONSTRUCTION IS COMPLETED, PRIOR TO BACKFILLING, NOTIFY THE 4.404 Falmouth Road SCH 80 DIST. LATERAL Z , Force Main Pipe Length ft $ AND VERTICAL BENDS SAME SIZE AS REQUIRED FOR TEES} BOARD OF HEALTH .AGENT AND ENGINEER FOR INSPECTION. p g ( ) C DISTAL END PERFORATION TO BE CotUIt, MA 02635 AA Force Main Size (Inches), 2 2. CONCRETE SHALL NOT BE PLACED AGAINST PIPE BEYOND FITTING. PLACED NEAR THE CROWN OF THE " 4. ALL SANITARY DISPOSAL SYSTEM PIPING TO BE 4 SCHEDULE 40 PVC. AB Force Main Sloe % 0.7°lo PIPE IN THE 45• BEND OR SWEEP UNLESS OTHERWISE NOTED HEREIN. 5. EXCAVATE UNSUITABLE MATERIAL, TO THE "C HORIZON" , FOR A HORIZ. SECTION A-A DISTANCE OF 5' SURROUNDING THE LEACHING FIELD. c- CONCRETE THRUST BLOCK N.T.S. C- DURBUTION LATERAL END CLEAN OUT N.T.S. 6. INSULATE ALL PIPES AGAINST FREEZING AS REQUIRED WHEN LESS THAN 3' PROJECT TITLE Leaching Field 1 3ot C�ETAIL ? `. E>ETAIL_ OF COVER. _., _.- .___._ _ ... _ _ Ceramic Studio Elevation Schedule Values 7. PROVIDE CONCRETE THRUST BLOCKS PER DETAIL J301 AT ALL ANGLES, Finished Grade Elevation 73.0 4418 Falmouth Road j BENDS, BRANCHES, AND PLUGS AS NECESSARY TO PREVENT DISRUPTION OF AJ Manifold'Invert Begin -_:_., 70.17 THE LINES. CotUIt, MA 02635 AK Manifold Invert End 70.23 AL Cover[in] 18 V,AIVES-!IS ERI E S-PIS PERFt3R 8. THE SEPTIC SYSTEM DESIGN DOES NOT INCLUDE GARBAGE GRINDER AM Lateral Inv In 71.23 TStIR VII PUAt1P' t�tPIS t•v trl -WAMWATERPUMPS CURVE DISPOSALS. m x AP Lateral IrIV End 71.08 MODEL BARE KW RPM �t?t1050E�4 MQUIP so. V13C �E1TY TEMR A Bottom of Bed/Stone Elevation �: . ;a .T� `.<� ;5==p . .�� Zt°I 9 CAUTION. THE CONTRACTOR SHALL CONTACT DIG SAFE (AT 1-888-DIG-SAFE) R 70.58 <<+„ PUMP TYPE PHASE VOLTAGE .AMPt AGe STARTING METHOD W,CLAS� AND UTILITY COMPANIES TO LOCATE ALL EXISTING UTILITIES, AT LEAST 72 I Iiii 230 4 2 ��d �- +,= E HOURS BEFORE THE START OF CONSTRUCTION. THE CONTRACTOR SHALL X cuRu rT9. DATA AMA VOLTAGEmT"� wz TRT'r� r,� r °a 'ws:cl.��� DETERMINE THE EXACT LOCATION BOTH HORIZONTALLY AND VERTICALLY OF _ w SOIL LOGS DATE :04/04/2019 , ALL EXISTING UTILITIES BEFORE THE START OF ANY WORK. THE LOCATION OF a EXISTING UNDERGROUND UTILITIES ARE SHOWN IN AN APPROXIMATE WAY ONLY fill I I BARNSTABLE , MAY NOT BE LIMITED TO THOSE SHOWN HEREON AND HAVE NOT BEEN SOIL EVALUATOR: BOARD OF HEALTH AGENT: INDEPENDENTLY VERIFIED BY THE OWNER OR ITS REPRESENTATIVE. THE Pressure Dose System# '1 STEVE MATSON, P.E. DAVID STANTON, R.S CONTRACTOR AGREES TO BE FULLY RESPONSIBLE FOR ANY AND ALL DAMAGES m 2 Lateral WHICH MIGHT BE OCCASIONED BY THE CONTRACTOR'S FAILURE TO LOCATE THE Lateral Length ft 29 s 2 TEST PIT 1 TEST PIT 2 TEST PIT 3 TEST PIT 4 UTILITIES EXACTLY. IF ELEVATION INFORMATION DIFFERS FROM PLAN Lateral Spacing ft 3 2� � 0" G.S.E. _ 73.2 0" G.S.E. = 73.2 0" G.S.E. = 73.0 0" G.S.E. = 73.0 INFORMATION, THE CONTRACTOR SHALL NOTIFY THE ENGINEER IMMEDIATELY FOR 1 1/4 T POSSIBLE REDESIGN. AT UTILITY CROSSINGS, VERIFY IN FIELD THE LOCATIONIn / Lateral Diameter in 22 - FILL ; 1OYR 211 GRAVEL B 1OYR 516 SANDY LOAM FILL 10YR 211 GRAVEL FILL 1OYR 2 1 GRAVEL s Number of Laterals 3 a #4 / / ' / / INVERTS OF ELECTRIC, GAS, TELEPHONE & DATA/COMM AND RELOCATE IF , .. ., - - - - - „ FILL „ „ .FILL „ FILL CONFLICTING WITH PROPOSED INVERTS PER THE ENGINEERS DIRECTION. THE Q JKL 5/15/2019 PRESSURE DOSING SYSTEM ADDED Perforation Size in 1/4 I 12 ELEV 72.2 36 ELEV 70.2 12 ELEV 72.0 12 ELEV 72.0 1 E CONTRACTOR SHALL PRESERVE ALL UNDERGROUND UTILITIES AS REQUIRED. MJ 412212019 PER SITE PLAN REVIEW COMMENTS In Perforation Spacing ft C ; 10YR 5 8 MEDIUM © a B ; 10YR 5/6 ; SANDY LOAM / / B ; 1OYR 5/6 ; SANDY LOAM B ; 10YR 5/6 ; SANDY LOAM Number of Perforations per Lateral(including1 Whee Hole i COARSE 10. THE PROPOSED UTILITY CONNECTIONS SHOWN HEREON ARE SCHEMATIC. 0 MJ 3/29/2019 EVERSOURCE COMMENTS 0 Manifold ° a ' 25 (ELEV 71.12) 126" (ELEV 62.7) SAND 25" (ELEV 70.92) 25" (ELEV 70.92) FINAL LAYOUT SHALL BE AS DETERMINED BY THE APPROPRIATE UTILITY DATE DESCRIPTION End or Central Manifold End ! COMPANY. Manifold Length ft C ; 10YR 5/8 ; MEDIUM/ C ; 10YR 5/8 ; MEDIUM/ C ; 10YR 5/8 ; MEDIUM/ SHEET TITLE COARSE COARSE COARSE Dm-Manifold Diameter in 2 11 _ SAND SAND SAND Force Main i 126 (ELEV 62.7) 126 (ELEV 62.5) 126 (ELEV 62.5) Septic System LL ° NO WATER TO 126 (ELEV 62.7) NO WATER TO 126" (ELEV 62.7) NO WATER TO 126" ELEV 62.5) NO WATER TO 126 (ELEV 62.5) ■ N Ld-Length of Farce Main (ft) 8 ? PERC ® 53" (ELEV 68.73) PERC © 53" (ELEV 68.58) Profile & Details Dd-Force Main Diameter(in) 2 i RATE= <2 MIN/IN RATE= <2 MIN/IN 1 E Pump _ CLASS I SOIL CLASS I SOIL Wastewater Tsurumi Pump 50PN(A/W)2.255; 0.34 HP I 0 D I SHEET N O 0 0 GPM 0 5 19 15 24 25 30 35 40 45 60 0 ^5 70 I Minimum Discharge Rate (gpm) 38.4 CAPACITY Total Pumping Head (ft) i 1.8 �; ,. D. okz 0,06 0,08 n.•1n n�2 0,1� 0.1f. 0A8 0,20 0.22 D,"c4 02� o C501 Number of Doses per Day 8 I CERTIFY THAT IN JULY 2007, I HAVE PASSED THE SOIL EVALUATOR EXAMINATION APPROVED BY THE DATE : MARCH 21 2019 i.bestline.com/inventorv/vl/CurrentfTsurumi-PumDlPurnu/Sewage-and-Wastewater-Pumps12O17-PN-Serles180PN2 Pumping Volume al 34 - DEPARTMENT OF ENVIRONMENTAL PROTECTION AND THAT THE ABOVE ANALYSIS WAS PERFORMED BY ME 10 0 10 20 I CONSISTENT WITH THE REQUIRED TRAINING, EXPERTISE AND EXPERIENCE DESCRIBED IN 310 CMR 15.017. I SCALE IN FEET SIGNATURE DATE SCALE :1"= 10' o i DRAWN BY: W CHECKED BY:MWE o J O B N O: 2019-005 F I L E: 2019-005 UT.dw N i