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HomeMy WebLinkAbout0027 BROKEN DIKE WAY - Health (2) 7 TOWN OF BARNSTABLE LOCATION Z�I �P�C�.I rC SEWAGE#`ZOZZ- OS4 VILLAGE694TU9-VJ UZ- ASSESSOR'S MAP&PARCEL 2`Z7-t lq INSTALLER'S NAME&PHONE NO. �1�2T 6 .�2 (� $)977- 887"7 SEPTIC TANK CAPACITY 1500 OO agnj. LEACHING FACILITY:(type)rjL"n 9A CtFAms (size) Zf3 X 10.$3 )c I NO.OF BEDROOMS 'q OWNER,J —EMAPW PERMIT DATE: I COMPLIANCE DATE: ZZ Separation Distance Between the: Maximum Adjusted Groundwater Table to the Bottom of Leaching Facility ® 0.5 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 ee �T 6 - out (O- c � . 9 5 13.1 32 . jars No: ` d Fee THE COMMONWEALTH OF MASSACHUSETTS Entered in computer: PUBLIC HEALTH DIVISION - TOWN OF BARNSTABLE, MASSACHUSETTS Yes 01ppricatiou for Misposai *pstem Coustrurtion Permit Application for a Permit to Construct( ) Repair( ) Upgrade( Abandon( ) ❑Complete System ❑Individual Components Location Address or Lot No.a1 ,R DIKE Owner's Name,Address,and Tel.No Assessor's Map/Parcel oZ 11 -7 ate B Installer's Name,Address,and Tel.No.. Designer's Name,Address,and Tel.No.T0:9Y,,273—ID 3` 7 1ZObaKr B oaiz C.O :irG eA.Gcfj6_6XtA) C 9 Type of Building: Dwelling No.of Bedrooms Lot Size sq.ft. Garbage Grinder( ) Other Type of Building r t�cj}fl 1�-(. No.of Persons Showers( ) Cafeteria( ) Other Fixtures Design Flow(min.required) +46 gpd Design flow provided q—, t gpd Plan Date I`7_-Xg— rt-&o;Xl Number of sheets i Revision Date Title D-7 Size of Septic Tank 1 j UQ Type/of S.A.S. s oo 6-9�- 4se-A—S Description of Soil 11�(G"�lJf�l Jt / pL AA Nature of Repairs or Alterations(Answer when applicable) ( ( `Jj 0 J!&rTj<_ Date last inspected: Agreement: The undersigned agrees to ensure the construction aintenance of the afore described on-site sewage disposal system in accordance with the provisions of Title 5 of the Environm t ode and not to lace the system in operation until a Certificate of Compliance has been issued by this Bo f a h. Si ned Date �,0 _Z Application Approved by Date Application Disapproved by Date for the following reasons Permit No. 0 2 ! �� Date Issued - '� -r- ,� -- R7',r,7 No. Fee— THE COMMONWEALTH OF MASSACHUSETTS Entered in computer:` PUBLIC HEALTH DIVISION - TOWN, BARNSTABLE, MASSACHUSETTS Yes Application for ]Disposal 6-pstem construction Permit Application for a Permit to Construct Repair U ade � Abandon M.• pp ( ) p ( ) pgr. ( ) ❑Complete System Individual Componen�sM. ,� Location Address or Lot No.W7 1?,ROK.OJ DIKE R( Owner's Name,Address;and Tel.No. Assessor's Map/Parcel X) 0AQy WAO_:� a44V 0607R jZ44C Installer's Name,Address,and Tel.No.S'p$a4` 77 $8 7'/ Designer's Name,Address,and Tel.No.570:84 I;—03-717 P•pb 6 6>44 Cp :'G d GtQ1[3s Ct/u i Zara Type of Building: Dwelling No.of Bedrooms Lot Size �L7, Cl5t sq.ft. Garbage Grinder( ) Other Type of Building IL%q<1 F�,`k kf 1!i-L No.of Persons Showers( ) Cafeteria( ) Other Fixtures ` Design Flow(min.required) 4k4b gpd Design flow provided 3, { gpd Plan Date r ra��Q ,:(, Number of sheets Revision Date Title .al.-1 PtZ.Z)V f=_&1 h 1 k� 1 A,C\4 Size of Septic Tank • 1,500 Type of S.A.S. l�� goo t_Lt),A) 6-64 WG%e S Description of Soil IV& ad 6k0h Q -4u.�i 1.56 Cr Pt All Nature of Repairs or Alterations(Answer when applicable) U C,t=- G,YL<T IV 6r 1 ) 644 0f.) 65FT I / � 1 N.1 &jL a L_-,5441> ?a 4.fi t"rti MAJF 'PiM -PC:r4- _ W Date last inspected: Agreement: .' The undersigned agrees to ensure the construction and maintenance'bf the afore described on-site sewage disposal system in accordance with the provisions of Title 5 of the Environments ode and not to place the system in operation until a_.Certificate of Compliance has been issued by this Board of ealth. �:rt ` Sign I Date L. '°� f02 �. Y Application Approved by �. iY„_ __ z3� Date,�,.,.,� ,/c�ja Application Disapproved by Date x - for the following reasons w x Permit No.* Date Issued �1I ` " -Z THE,.COMMONWEALTH OF MASSACHUSETTS BARNSTABLE,MASSACHUSETTS sk - Certificate of Compliante f THIS IS TO CERTIFY,that the On-site Sewage Disposal system Constructed( ) Repaired( ) Upgraded( P) " • Abandoned( )by kozoz - N 6 lJ-p- (!I) � at X) A"6'0 6 t,i-4F (A-A V G t V t 4.[.E` has been constructed in accordance / with the provisions of Title 5 and the for Disposal System Construction Permit No:�- j dated Installer Roatu r e look c Designer 74— 1Q6r/1Je77ejLJ& -Zjd~,, #bedrooms Approved design flow gpd The issuance of this permit shall not be construed as a guarantee that the system will(nct of n�as designed. �~ ^� 1 � Date i � �, 3 2�. Inspector - _ _ . _ - - - ----- ---- - - --- -- ------------------------------------- No. �c 0 C, Fee f �� THE COMMONWEALTH OF MASSACHUSETTS PUBLIC HEALTH DIVISION-BARNSTABLE,MASSACHUSETTS MispoBal *pstem Construction 3permit Permission is hereby granted to Construct( ) Repair( ) Upgrade O Abandon( ) Systemlocated;at 1 tcc' Li AIV CGXX Q�..111��C.� and as described in the above Application for..Disposal System Construction Permit. The applicant recognized his/her duty to comply w_th Title 5 and the following local provisions or special conditions. Provided:Construction must be completed 'thin three years of the date of thiF�b . ��r_ Date / / Approve _ Bk 34895 Pg336 #7387 02-10-2022 @ 09: 10a N 0 T Deed Restriction N 0 T A N A N O F F I C I A L O F F I C I A L C 0 P Y C 0 P Y WHEREAS,James P.Hawkins and Mary P.Hawkins,husband and wife,tenants by entirety of Belmont, Middlesex County,MA areL4ht)ovpners of 27 Broken Dike WayNCWterville,MA 02632(hereinafter referred to as the"Premisesg)"d being shown on a plan entitled gplan of Land in Centerville, Barnstable,Ma.focth$Barnstabbe Deyel¢pment TrusocoleFl IP.€fill WDale:May 15,1970,Charles N. Savery,Inc.Rgistered EnglnGen Surveyors—Hyannis&Sodfh Oarfholdth,"which plan Is duly recorded in Barnstable County Registry of Deeds at Book 239,Page 131. WHEREAS James P.Hawkins and Mary P.Hawkins,as the owners of said lot,have agreed with the Town of Barnstable Board of Health to a restriction as to the number of bedrooms which can be included in any home built on said lots as a pre-condition to obtaining a disposal works construction permit in compliance•with310 CMR-15.000 State Environmental Code,'f'rtle V,Minimum Requirements for-f e Subsurface Disposal of Sanitary Sewage; WHEREAS,the Town of Barnstable Board of Health,as a pre-condition to granting a disposal works construction permit for a septic system in compliance with 310 CMR 15.200,State Environmental Code, Title V,Minimum Requirements for the Subsurface Disposal of Sanitary Sewage,and authorizing the Issuance of a building permit for the construction of a single family home on this property,is requiring that the agreement for the restriction on the number of bedrooms in any house constructed on the lot be put on record with the Barnstable County Registry of Deeds by recording this document. Bk 34895 Pg337 #7387 NOW,THEREFORE,James]P.1TWkins and Mary P.Hawkins dit&1effj place the following restriction on the above-referenced land A akordance with their agreementkiA the Town of Barnstable Board of Health,which resb9ciffonFshh&;WA t6 land and Q bFrnd 6glp9n ill s%c&ssors in title: C O P Y C O P Y 1. 27 Broken Dike Way,Centerville,MA 02632 may be constructed upon the lot a house containing no mod*tkrRour(4)bedrooms,James P.111la K$is and Mary P.Hawkins agree that this shall be a permAnAt deed restriction,or until towks&er is available,affecting 27 Broken Dike Way,QociteFd irk CAtJrvAe,IMA and beiQ sum&&fhe�IA rkorded in Plan Book 239, Page 131. C O P Y C O P Y For title of James P.Hawkins and Mary P.Hawkins,see the following deed: Book 22785,Page 193. Executed as a sealed instrument this 3rd day of February,2022. t (Aes P. Hawkins /' �L� — Y MaIIry P.Hawkins Commonwealth of Massachusetts -County of ss e_4 ,ss. On this 3rd day of February,2022,before me,the undersigned notary public,personally appeared James P. Hawkins and Mary P.Hawkins,the above-named and proved to me through satisfactory evidence of identification being Massachusetts Driver's licenses,to be the persons whose names are signed on this document,and acfcnowledged to me that they signed if'voluntarily for its stated purpose and that the foregoing instrument is their free act and deed. Notary Public: My Commission Ex 6i.ENNeOMNSM NOTARY PUBLIC OOMMONWLUTH OF MASSAORNM Iq Comm Expires ML 27,= JOHN F. M ME, REGISTER BARNSTABLE COUNTY REGISTRY OF DEED: RFnMTvF'n c RF.rnRnRn PT.MfrvrPAMTrar.T.v Town of Barnstable Regulatory Services Richard V. Scali, Interim Director RAMSTASM MR �� Public Health Division 039. Thomas McKean, Director 200 Main Street, Hyannis,MA 02601 Office: 508-862-4644 Fax: 508-790-6304 Installer& Designer Certification Form Date: 3-25-22 Sewage Permit# '0 Assessor's Map\Parcel 227/79 Designer: JC Engineering, Inc. Installer: Robert B. Our Co., Inc. (RBO) Address: 2854 Cranberry Highway Address: 363 Whites Path East Wareham, MA 02538 South Yarmouth, MA On Z 110 1 ZZ, RBO was issued a permit to install a (date) (installer) septic system at 27 Broken Dike Way based on a desi n drawn by (address) JC Engineering,Inc. dated 12-28-21 (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 constructed 1 iance with the terms of the I\A approval letters(if applicable)14 o�� vj„yr Ms�yo c �QHN L e v NRlRCHIl�A U2 (Installer' nature) CML 41 APO (D ner's Signature (Affix De 1 p Here) PL SE RETURN TO ARNSTABLE PUBLIC HEALTH D �: SION. CERTIFICATE OF COMPLIANCE WILL NOT. BE ISSUED UNTIL BOTH THIS FORM AND AS- BUILT CARD ARE RECEIVED BY THE BARNSTABLE PUBLIC HEALTH DIVISION. THANK YOU. QASepticTesigner Certification Form Rev 8-14-13.doc Town of Barnstable . Board of Health MASEL 200 Main Street, Hyannis MA 02601 039. Office: 508-862-4644 John Norman,Chairrman FAX: 508-790-6304 Donald A.Guadagnoli,M.D. F.P.(Thomas)Lee,P.E. Daniel Luczkow,M.D.Alt. March 1, 2022 Mr. (Michael Pimental, EIT, CSE 2854 Cranberry Highway E. Wareham, MA 02538 RE: 27 Broken Dike Way, Centerville A =:22-079 Dear Mr. Pimental, You are granted variances on behalf of your clients, James and Mary Hawkins, to construct an onsite sewage disposal system at 27 Broken Dike Way, Centerville. The variances granted are as follows: 310 CMR 15.211 Setbacks:: To install a soil absorption system seven (7) feet away from the garage slab foundation, in lieu of the ten (10) feet minimum separation distance required. 310 CMR 15.211 Setbacks:: To install a soil absorption system 6.5 feet away from the front property line, in lieu of the ten (10) feet minimum separation distance required. 310 CMR 15.211:: To install a soil absorption system 3.5 feet below grade, in lieu of the maximum three feet of soil cover allowed Section 360-1 of the Town of Barnstable Code: To install a soil absorption system ninety (90) feet away from a wetland, in lieu of the 100 feet minimum separation distance required. The Board of Health granted these variances with the following conditions: (1) No more than four (4) bedrooms are authorized at this property. Dens, study rooms, offices, finished attics, sleeping lofts, and similar-type rooms are considered "bedrooms" according to the MA Department of Environmental Protection. (2) The applicant shall record a properly worded deed restriction, signed by the owner of the property, at the Barnstable County Registry of Deeds restricting the property to four bedrooms maximum. A copy of the recorded deed restriction shall be submitted to the Health Agent prior to obtaining a disposal works construction permit. Q:\WPFILES\27 Broken D ke Way Centerville VariancesGranted 2022.docx These variances are granted because the physical constraints at the site severely restrict the location of the septic system components due to wetlands and existing private wells in the area. Sincerely yours, J Norman airman Q:\WPFILES\27 Broken Dike Way Centerville VariancesGranted 2022.docx H �1HE DATE: p2 * � $95.00 FEE*: BARNgrABM fotp � Town of BarnstableC.BY: SCHED.DATE: / 1 Board of Health 200 Main Street, Hyannis MA 02601 Office: 508-862-4644 b,��p , FAX: 508-790-6304 14 e� �,'- John T.NormanDonald A.Guadagnoli,M.D. Paul J.Cannif,D.M.D. F.P.(Thomas)Lee,Alternate VARIANCE REQUEST FORM LOCATION Property Address:_27 Broken Dike Way Assessor's Map and Parcel Number: Map 227,Lot 79 Size of Lot:J27,058 s.f. Wetlands Within 300 Ft. Yes X Business Name: No Subdivision Name: APPLICANT'S NAME:_Timothy&Grace Pederson . Phone Did the owner of the property authorize you to represent him or her? Yes X No PROPERTY OWNER'S NAME CONTACT PERSON Name:_James&.Mary Hawkins Name:_Michael Pimentel,EIT,CSE Address: 27 Broken Dike Way,Centerville,MA Address: 2854 Cranberry Highway,E.Wareham,MA 02538 Phone: Phone: 508-273-0377 EMAIL:—mpimentel@iceng.org ore VARIANCE FROM REGULATION(List Reg.) REASON FOR VARIANCE(May attach if more space needed) _See attached Appendix A NATURE OF WORK: House Addition House Renovation Repair of Failed Septic System X Checklist (to be completed by office ce staff-person receiving variance request application) Please submit first four on list as S collated packets. — Five(5)copies of the completed variance request form Five(5)copies of engineered plan submitted(e.g.septic system plans)&one electronic version submitted to email:healthQtown.bamstable.ma.us. Five(5)copies of MA DEP approval letter for Innovative/Alternative septic system(when proposing an I/A system,only). Five(5)copies of labeled dimensional floor plans submitted(e.g.house plans or restaurant kitchen plans)and one(1)electronic version. A completed seven(7)page checklist confirming review of engineered septic system plan by submitting engineer or registered sanitarian Signed letter stating that the property or business owner authorized you to represent him/her for this request Applicant understands that the abutters must be notified by certified mail at least ten days prior to meeting date at applicant's expense(for Title V and/or local sewage regulation variances only). Full menu-Five(5)copies of full menu submitted(for grease trap variance requests only). *$95.00 for the following variances: I.)New construction,2.)Septic repairs with increase in flows,and 3.)New owner/new lessee applying for food, pool or body art variances. Exemptions from variance fee: I.) Septic repair without an increase in flow and variances granted at the counter,2.)Monitoring plans,and 3.)Temporary food(not a"variance"). Variance request submitted at least 15 days prior to meeting date VARIANCE APPROVED John T.Norman NOT APPROVED Donald A.Guadagnoli,M.D. REASON FOR DISAPPROVAL Paul J.Canniff,D.M.D. [Type here] MAIL-IN REQUESTS Please mail the required fee amount of $95.00 (if applicable), along with five (5) completed variance application packets to the address below. Checks should be made payable to: Town of Barnstable. Town of Barnstable Public Health Division 200 Main Street Hyannis, MA 02601 For septic system variance requests, each of five packets must include: 1) Variance request form, 2) Letter for the Board with further information on the reason for the septic variance request (Optional), 3) Engineering plans, 4) MA DEP Approval letter for an Innovative Alternative septic system (if an I/A septic system is proposed, only), 5) Floor plans. In additional to five septic packets, must include a copy of the seven (7) page checklist, authorization letter, copy of abutters notice, and fee, if applicable (see checklist below). Please send one electronic submission using a PDF or .jpg of the engineering plan and floor plans to email: health(D_town.barn stable.ma.us. (Total email must be less than 10 megabytes.) For grease trap variance requests, each of five packets must also include a full menu. (see checklist below). Checklist - Please submit first four on list as 5 collated packets. Five(5)copies of the completed variance request form Five(5)copies of engineered plan submitted(e.g.septic system plans)&one electronic version submitted to email:healthntown.bamstable.ma.us. Five(5)copies of MA DEP approval letter for Innovative/Alternative septic system(when proposing an I/A system,only). Five(5)copies of labeled dimensional floor plans submitted(e.g.house plans or restaurant kitchen plans)and one(1)electronic version. A completed seven(7)page checklist confirming review of engineered septic system plan by submitting engineer or registered sanitarian Signed letter stating that the property or business owner authorized you to represent him/her for this request Applicant understands that the abutters must be notified by certified mail at least ten days prior to meeting date at applicant's expense(for Title V and/or local sewage regulation variances only). Full menu—Five(5)copies of full menu submitted(for grease trap variance requests only). *$95.00 for the following variances: 1_)New construction,2.)Septic repairs with increase in flows,and 3.)New owner/new lessee applying for food, pool or body art variances. Exemptions from variance fee: 1.) Septic repair without an increase in flow and variances granted at the counter,2.)Monitoring plans,and 3.)Temporary food(not a"variance"). Variance request submitted at least 15 days prior to meeting date For further assistance on any item above, call (508) 862-4644 Email: health(-town.barnstable.ma.us Back to Main Public Health Division Page i JC ENGINEERING, Inc. D�Q Civil & Environmental Engineering n 2854 Cranberry Highway East Wareham, Massachusetts 02538 Ph. 508-273-0377—Fax 508-273-0367 APPENDIX A Due to the physical constraints of the property and the existence of a wetland, the following Local Upgrade Approvals and Local Variance are being requested. In accordance with 310 CMR 15.401 - 15.405, the following Local Upgrade Approvals are requested from 310 CMR 15.211 & 15.221(7): 1. A 3.0' waiver(10.0' - 7.0') for the setback from SAS to garage slab. 2. A 3.5' waiver(10.0' - 6.5') for the setback from SAS to front property line. 3. A 0.5' waiver(3.0' - 3.5') for the maximum cover over the H-20 SAS. i t from - The following Local Variances requested om 1, Section 360 1: 1. A 10.0' variance (100.0' - 90.0') for the setback from SAS to the wetland. KITCHEN 13.6' BATH 0"x77' Ova f L 0:� `+ DINING AREA w. 12'7"x 13'6" r i MASTER BEDROOM E I J_1' 6 H 1 v'x17'.3' 10"x5' _ o E HALL 37'2"x..3'9" 4 A\ or t ��- LAUNDRY x 6'11" 1111""x 6'11" { LIVING ROOM 21.'5"x 18'11" FOYER "X'15'11`: 1 1 PORCH GARAGE 9'5"x 6'3" 2'2'1"x 23'2" LIE 1 27 Broken Dike Way Centerville Main Level Z a 0 BAT 3„ x6 EBEDROOM OPEN TO BELOW 14'7" x 11'3" HALL 12'2" x 4,3" BEDROOM 147' x 11'1" € W.1.G. E 7'5".x 51 0" - _-_-..---I-..,_.-----._ 27 Broken Dike Way Centerville Upper Level 12'7`� x 910 RECREATION ROOM BEDROOM 2 6'1" x 13'1" 15'0" x 13'0" ------------- BATH 10'6" x 7'1" ELECTRICAL ROOM 11'6`. x 71" 1 STORAGE 21'5" x HALL 17'3" x 19'81" 27 Broken Dike Way Centerville Lower Level 0 f � Town of Barnstable PT 21-287 Department of Inspectional Services t BARNSI'AB WALE. Public Health Division 'rED MAt a 200 Main Street,Hyannis MA 02601 Office: 508-862-4644 Date Scheduled 11/05/21 Time 11:00 AM Soil Suitability Assessment for Sewage Disposal Performed By: Michael Pimentel, EIT, CSE witnessed By: David W. Stanton (BOH) LOCATION & GENERAL INFORMATION Location Address: 27 Broken Dike Way Owner's Name: James & Mary Hawkins Centerville, MA 02632 Owner's Address: 27 Broken Dike Way, Centerville, MA Assessor's Map/Parcel: 227/79 Certified Soil Evaluators Name: Michael Pimentel Certified Soil Evaluators Email: mpimentel@jceng.org New Construction or Repair: Repair Certified Soil Evaluators Telephone# (508) 273-0377 Land Use Single Family Dwelling Slopes(%) 2-3 Surface Stones No Distances from: Open Water Body 96 ft Possible Wet Area 96 ft Drinking Water Well N/A ft Drainage Way N/A ft Property Line 5 ft Other ft n Parent material(geologic) OUtWaSh Depth to Bedrock >120 Depth to Groundwater: Standing Water in Hole: >120" Weeping from Pit Face >120" Estimated Seasonal High Groundwater >120" DETERMINATION FOR SEASONAL HIGH WATER TABLE Method Used: Direct Observation Depth Observed standing in obs.hole: >120 in. Depth to soil mottles: >120 in. Depth to weeping from side of obs.hole: >120 in. Groundwater Adjustment N/A ft. Index Well# Reading Date: Index Well level Adj.factor Adj.Groundwater Level 'PERCOLATION TEST Date 11/5/21 Time 11:00 AM Observation Hole# 1 Time at 9" 11:33 AM - Depth of Perc 6"-24" Time at 6" 11:36 AM - Start Pre-soak Time @ 11:16 AM Time(9"-6',) 3 MINS. - End Pre-soak 11:31 AM Rate Min./Inch 2 Site Suitability Assessment: Site Passed X Site Failed: Additional Testing Needed(Y/N) N Deep Observation Hole Log Hole#: 1 & 2 Depth from Surface Soil Horizon Soil Texture Soil Color Soil Mottling Other (in) (USDA) (Munsell) (Structure,Stones,Boulders, Consistency,%Gravel 011.- 6" A Loamy Sand 10Yr 3/1 . 6" - 36" B Loamy Sand 10Yr 5/6 36" - 120" C Med. Sand 2.5Y 616 Deep Observation Hole Log Hole#: Depth from Surface Soil Horizon Soil Texture Soil Color Soil Mottling Other (in) (USDA) (Munsell) (Structure,Stones,Boulders, Consistency,%Gravel Deep Observation Hole Log Hole#: Depth from Surface Soil Horizon Soil Texture Soil Color Soil Mottling Other (in) (USDA) (Munsell) (Structure,Stones,Boulders, Consistency,%Gravel Deep Observation Hole Log Hole#: Depth from Surface Soil Horizon Soil Texture Soil Color Soil Mottling Other (in) (USDA) (Munsell) {Structure,Stones,Boulders, Consistency,%Gravel l i7 Flood Insurance Rate May: Above 500 year flood-boundary No Yes X Within 500 year boundary No X Yes Within 100 year flood boundary No X Yes Depth of Naturally Occurring Pervious Material Does at least four feet of naturally occurring pervious material exist in all areas observed throughout the area proposed for the soil absorption system? Yes If not,what is the depth of naturally occurring pervious material? N/A Certification I certify that on 10-27-99 (date)I have passed the soil evaluator examination approved by the Department of Environmental Protection and that the above analysis was performed by me consistent with the required training,expertise and experience described in 310 CMR 15.017. Signature Date 12/28/21 SKETCH: (Or you can attach a separate sheet) (Street name,dimensions of lot,exact locations of test holes&pert tests,locate wetlands in proximity to holes) SEE ATTACHED PROPOSED SEPTIC SYSTEM UPGRADE PLAN DATED DECEMBER 28, 2021. James Hawkins Mary Hawkins 27 Broken Dike Way Centerville, MA 02632 December 9, 2021 Board of Health Town of Barnstable 200 Main Street Hyannis, MA 02601 Re: Declaration of Authorization 27 Broken Dike Way, Centerville, MA Dear Members of the Board: Let it be known that we, James and Mary Hawkins (owners of 27 Broken Dike Way), do hereby authorize JC Engineering, Inc. of East Wareham, MA 02538 to represent our and the applicant's interest regarding the upgrade of the septic system located at 27 Broken Dike Way, Centerville, Massachusetts in meetings both public and private. Sincerely, li�tih�nd ames Hawkins May Hawkins The property located at 27 broken dike way will have a 4 bedroom deed restriction placed on it due to the fact the floor plan shows a room in the basement that meets the bedroom definition. With the deed restriction I submit the plan shows maximum feasible compliance from the requested set backs. Don Desmarais s Board of Health Title V Septic Variance Abutter Map for Subject Parcel 227079 Town of Barnstable Direct abutters(no set distance)and the properties located across the street. GIS Unit gis@town.barnstable.ma.us ,,,,� 228081� Legend 2 +`��' 228054 ® Subject Parcel 2281:01' I 8177u 228193 ��� 228152� y [.__� Abutters !1 ' ❑ 228163' 228055 228060 . , 'Parcels 228164 0 Town Boundary 61 r q 228192 228194 Y Railroad Tracks -_.. g ` _ 228058 228056 Buildings } .j J Approx.Buildi NI p 228165,.7 228191 Buildings Parking Lots 228168002 W .�228059 z awed , " m', P ads 228166 `190 �. Unpaved : J 228139002 CI Paved Road n 22816800/ - Unpaved Road ,. `.. Bridge 13 I" 228189 2281 2281t711 : 6T � `s Paved Median r 13 Water Bodies 228169i v 227079 227080 t a f A This map is for illustration 1 -:.. ` t , t '�!„ � purposes only.It,s not adequate 227094002 for legal boundary.4 g determination ry 227081 227073 or regulatory interpretation.This map does not represent an on-the-ground survey.It may be may 227082 � +' — eneralized, not reflect 227078 g Y current conditions,and may 001 , E contain cartographic errors or W ., . omissions. ` 227074 Y Parcel lines shown on this map are k ' 22]Q]] �.y only graphic representations of 227083 227076 Assessor's tax parcels.They are ar - , 227075 not true property boundaries and i do not represent accurate relationships to physical objects on the map such as building locations. 22710033 227084 227104 11_1 1 I 227085° 7086 8 `22 6 0 8 175 ft. 227089' 1 inch=approx. 175 ft. r 227087 227108 -, '" �` P2741 Printed on:12/27/2021 r Board of Health Title V Septic Variance Abutter List for Subject Parcel 227079 - Direct abutters(no set distance)and the properties located across the street. Parcel ID Owner 1 Owner 2 Address Line 1 Address Line 2 City State Zip 227078 CULLIVAN,AMBER 9 BROKEN DIKE WAY CENTERVILLE MA 02632 227079 GILMORE,JEREMY F&SUSAN T %HAWKINS,JAMES P&MARY P 90 RICHARDSON ROAD BELMONT MA 02478 227o8o SIRHAL,REBECCA S 36 BROKEN DIKE WAY CENTERVILLE MA 02632 227o8i DECOSTA,JOSEPH A&DONNA L DECOSTA FAMILY REV TRUST 18 BROKEN DIKE WAY CENTERVILLE MA o2632 TRS 228171 SIRHAL,HUMAM K&REBECCA S THE SIRHAL NOMINEE TRUST 36 BROKEN DIKE WAY CENTERVILLE MA 02632 TRS ........ Page i of i Total Number of Abutters:5 Report Generated On: 12/27/2021 7:05 PM This list by itself does NOT constitute a"Certified List of Abutters"and is provided only as an aid to the determination of abutters. If a Certified Abutter List is required,you must contact the Assessing Division to have this list certified. JC ENGINEERING, Inc. i� Civil & Environmental Engineering °Q 2854 Cranberry Highway East Wareham, Massachusetts 02538 Ph. 508-273-0377—Fax 508-273-0367 MEETING NOTICE Dear Abutter: You are hereby notified that there will be a public meeting on Tuesday,January 25,2022 at 3:00 PM in the James H. Crocker Jr. Hearing Room on the second floor in the Barnstable Town Hall, which is located at 367 Main Street, Hyannis, MA 02601. This meeting is to present a request for Local Upgrade Approvals and a Local Variance with a septic system upgrade project located at 27 Broken Dike Way, Centerville, Massachusetts. Due to the physical constraints of the property and the existence of a wetland, the following Local Upgrade Approvals and Local Variance are being requested. In accordance with 310 CMR 15.401 - 15.405, the following Local Upgrade Approvals are requested from 310 CMR 15.211 & 15.221(7): 1. A 3.0' waiver (10.0' - 7.0') for the setback from SAS to garage slab. 2. A 3.5' waiver(10.0' - 6.5') for the setback from SAS to front property line. 3. A 0.5'waiver(3.0' - 3.5') for the maximum cover over the H-20 SAS. The following Local Variance is requested from Article 1, Section 360-1: 1. A 10.0' variance (100.0' - 90.0') for the setback from SAS to the wetland. The application and plans are available for review at the Barnstable Health Department, 200 Main Street, Hyannis, MA Monday through Friday (excluding holidays) from 8:30 a.m. to 4:30 p.m. x T.O.F. EL.= 19.71± FINISH GRADE OVER D-BOX= 17.0't FINISH GRADE OVER CHAMBERS= 18.0' - 16.9' PROP. VENT WITH CHARCOAL FILTER TO ABOVE GRADE GENERAL NOTES PROVIDE EXTENSION RISER REMOVABLE WATER-TIGHT COVER OVER SLOPE @ 2%MIN. OVER SYSTEM 3/4"TO 1-1/2" DOUBLE WASHED STONE TO CROWN OF PIPE 1. UNLESS OTHERWISE NOTED,ALL SYSTEM COMPONENTS AND CONSTRUCTION WITH COVER OVER INLET& RISER TO WITHIN 6"OF FINISHED GRADE INSPECTION PORT WITH ACCESS OUTLET TO WITHIN 6"OFF.G. 2"OF 1/8"TO 1/2" DOUBLE WASHED METHODS SHALL BE IN ACCORDANCE WITH TITLE 5 OF THE STATE ENVIRONMENTAL FINISH GRADE _ 5" DIA: OUTLET(S) BOX TO F.G. (SEE NOTE 21) CODE AND ANY APPLICABLE LOCAL RULES. @ FND. EL.= 18.2 t F.G. OVER TANK EL. = 17.3 t STONE OR GEOTEXTILE FILTER FABRIC ---- - - 2. ANY CHANGES TO THIS PLAN MUST BE APPROVED BY THE BOARD OF HEALTH AND THE 4"SCHEDULE 40 PVC � DESIGN ENGINEER. PROPOSED 4" g INIIN• MIN SLOPE 1% 3.5' MAX. TOP OF SAS= 14.50' PLACE H-20 RISERS ON _ FISTI 4'+ 36"MAX. , SEE NOTE 23 ALL CHAMBERS w/ 3. 4"SCHEDULE 40 PVC PIPE WITH WATER TIGHT JOINTS SHALL BE USED IN DISPOSAL _ _. ... i ._ _..,. . ... --- SCH. 40 PVC 13.50 - 11 ; `' L ',..�..�._.___r _� �-- '.. SEWER PIPE BREAKOUT EL= 14.00� PIPED INLETS TO SYSTEM UNLESS OTHERWISE NOTED. v -( WITHIN 6"OF F.G. 4. TO PREVENT BREAKOUT THE PROPOSED FINISHED GRADE SHALL NOT BE LESS THAN _ 3 DROP MAX I 1± _j- ry 6 3 2" DROP MIN 3 9 MIN.SLOPE �� PROVIDE WATERTIGHT o ELEVATION = 14.00' FOR A DISTANCE OF 15'AROUND THE PERIMETER OF THE SAS. UNLESS A 4" PVC IN FROM JOINTS (TYP-) ��� 40 MIL GEOMEMBRANE LINER IS PLACE AT LEAST FIVE FEET FROM S.A.S.AND THE TOP OF 13 „ -- - THE LINER IS NOT LESS THAN THE BREAKOUT ELEVATION. 14" 't.� ¢ �- SEPTIC TANK 4,PVC OUT TO 0 0 0 O 0 0 0 0 CONTRACTOR TO PROVIDE _ - • LEACHING FACILITY o0 0 0 o SPECIFIED DROP BETWEEN + ( oo � � � � � � � � � � 5. SLOPE ALL SOLID PIPE AT 1.0/o MINIMUM. INLET AND OUTLET CONTRACTOR CONTRACTOR SHALL 4 O, 12" 6" , 2' o0 0° 0 6. THIS SYSTEM IS NOT DESIGNED FOR A GARBAGE DISPOSAL. " VERIFY CONDITION OF ? OUTLET TEE 1 .0 MIN. 13.83 � � � 0 � � � � 0 °° 0 0 0 � 0 a o SHALL VERIFY SIZE 48 VE o 0 0 7. LOCAL BOARD OF HEALTH AND DESIGN ENGINEER TO BE NOTIFIED PRIOR TO BACK o k� o FILLING WHEN SYSTEM IS NEARLY COMPLETE AND READY FOR INSPECTION. SYSTEM IS I AND CONDITION OF EXISTING TEES � o � � � 0 0 � � 0 0 0 0 � 0 0 0 GAS BAFFLE 6 CRUSHED STONE EXISTING SEPTIC AND REPLACE AS OVER MECHANICALLY o _ o NOT TO BE BACK FILLED WITHOUT FIRST OBTAINING APPROVAL FROM BOARD OF HEALTH TANK NECESSARY COMPACTED BASE i 5 VAR. 8 5' (NP) VAR. VAR. VAR. AND DESIGN ENGINEER. OUTLET DISTRIBUTION BOX 4.83 $. ELEVATIONS BASED ON N.A.V.D. 88 DATUM. SEE BENCHMARK ELEVATION SHOWN ON PLAN. I - ---_--- --- -- - -- TO BE INSTALLED ON A LEVEL STABLE VARIES (SEE PLAN) (TYP.} , 9. CONTRACTOR SHALL VERIFY ALL UTILITY LOCATIONS PRIOR TO CONSTRUCTION BASE. FIRST TWO FEET OF OUTLET < 6.5Q PIPES TO BE LAID LEVEL. 11.50, GROUND WATER ELEV.= 10.83' THROUGH DIG-SAFE AT LEAST 72 HOURS PRIOR TO COMMENCING WORK ON SITE AT 1-888-DIG-SAFE AND ANY OTHER APPLICABLE AGENCIES. REPORT ANY DISCREPANCIES EXISTING 1,500 'GALLON CONCRETE SEPTIC TANK CROSS SECTION VIEW 4 - 500 GALLON H-20 CHAMBERS 5' MIIN. CHAMBERS END VIEW TO THE DESIGN ENGINEER. *CONTRACTOR TO VIE-RII"Y EXISTI^ � /� CHAMBERS (PROFILE ELEVATION PRIOR TO ANY �VORK SEPTIC T KPROFILE DISTRIBUTION t" X D T 1\ `L _ CHAMBERS DETAILS 10. ALL JOINTS WHERE PIPE ENTERS AND EXITS CONC. STRUCTURES SHALL BE MADE WATERTIGHT. NOTIFY ENGINE:ER IF DIFFERENT NOT TO SCALE NOT TO SCALE DETAIL t'i NOT TO SCALE 11. NO DETERMINATION HAS BEEN MADE AS TO COMPLIANCE WITH DEEDED OR ZONING ux� REGULATIONS. OWNER/APPLICANT IS TO OBTAIN SUCH DETERMINATION FROM I` ,rvo'�, • t". TEST PIT DATA APPROPRIATE AUTHORITY. g • . SWING-TIES V. ! . „�• . PERC NO. 21-287 12. ALL SEPTIC SYSTEM COMPONENTS SHALL WITHSTAND H-10 LOADING UNLESS LOCATED :, '' �* " • ' •ai„ INSPECTOR: David W.Stanton(BOH) UNDER MORE THAN 3 FEET OF COVER OR LOCATED UNDER PAVEMENT, DRIVES, OR # r THEY SHALL WITHSTAND H-20 LOADING. DESCRIPTION HC-1 HC-2 1 \ .� � :-- �;..,. ` i r ..� _� TRAVELED WAYS IN WHICH CASE \ .. ,.. EVALUATOR: 'Michael Pimentei, EIT, CSE " F STONE 1 41.9 18.4 \ �r-� • 1 ' ' . - ` 1 13. DOUBLE WASHED CRUSHED STONE SHALL BE FREE OF ALL DIRT DUST AND FINES. CORNER O O \ C.S.E.APPROVAL DATE. . -,. :.. V ...::.. �� • +� * • a �1 r, • � " � III� '' a a \\ " 410 CORNER OF STONE 2 15.1' 12.9' 6 , 3 0 * a a " .+ DATE. November 5,2 14. WHERE REQUIRED, CONTRACTOR SHALL REMOVE ALL LOAM, SUBSOIL AND UNSUITABLE ( } ® \ \ `' ''`,. , # .� ; ��; - MATERIAL IN AREA BENEATH AND FOR 5 FT. ON ALL SIDES OF LEACHING FACILITY. MAP 227 % '> ':�:: ! CORNER OF STONE(3) 22.3 20.8 0 ,. • ,� ; ZONE TEST PIT#. 1 REPLACE ALL UNSUITABLE MATERIAL WITH CLEAN COARSE SAND FREE FROM CLAY, Lq LOT 79 / \ > ¥. ,�* ELEV TOP= 17.00' FINES OR OTHER UNSUITABLE MATERIAL IN ACCORDANCE WITH 310 CMR 15.255(3). ��7 27,058±S.F. / \1 ` .., ti CORNER OF STONE(4) 41.0 28.2 4 <6-50' 15. CONTRACTOR SHALL NOTIFY DESIGN ENGINEER OF ANY DISCREPANCIES FOUND IN �'�� ELEV WATER= CORNER OF STONE(5) 49.6 32.3 ��. SITE CONDITIONS FROM THOSE SHOWN PRIOR TO CONTINUATION OF WORK. PERC RATE 2 min lurch y ry - :"' , ' "## a a i • r +� 16. PROPOSED PROJECT IS LOCATED WITHIN: DEPTH OF PERC=: 6"-24 1 I a �' • � All,_ 4.,0"" ASSESSOR'S MAP 227 LOT 79 - . . '.... , TEXTURAL CLASS:,F� � t \ l I // � �`...:. : : � � � §„a . .�► � \+:.. �. _.: � OWNER OF RECORD: JAMES & MARY HAWKINS ADDRESS: 27 BROKEN DIKE WAY CENTERVILLE MA 02632 I ' LOCUS • + � ark-. o,f 17.00' ' � � / 1 0 ( �' `��"�.� +�-r • :"� : A Loamy Sand FEMA FLOOD ZONE X SAS DIMENSIONS ,- • :: 10Yr 3/1 NITY PANEL# 25001C0564J SCALE: 1"=20' .- f s .. ' " •+ Perc COMMU 24" Loamy Sand 15.00' 17 DEED REFERENCE- BOOK 34659, PAGE 199 ! ' ' e` +a ''" ' • B 18. PLAN REFERENCE: PLAN BOOK 432 PAGE 96 10Yr 5/6 36 14.00 ( \ G ".I" ti 19. ALL DISTURBED AREAS SHALL BE RESTORED TO ORIGINAL CONDITION. 10 (� 1 1 CENTERVILLE RIVER (TIDAL) 20. PROPERTY LINE INFORMATION IS ONLY APPROXIMATE. THIS PLAN IS TO BE USED ONLY ( # ( .O fi _..:�r. � .w ' P FOR SEPTIC SYSTEM UPGRADE. JC ENGINEERING WILL NOT ASSUME ANY LIABILITY i F I . . t3 FOR USES OF THIS PLAN OTHER THAN ITS INTENDED PURPOSE. r I c. o i . v PLACED IN A ERfiICAL POSITION TO A L 1 21. A 4 PERFORATED SCH. 40 PVC PIPE SHALL BE PLAC O OX w �, _, a • +►+, Y P Benchmark • + P w 5 Medium Sand , O I 1 , , ,. DEPTH OF THE BOTTOM OF THE SAS AND EXTEND TO WITHIN 3 OF FINISH GRADE. A, Corner of Ste rr C • - ... REMOVABLE THREADED CAP SHALL BE PLACED ON THE TOP TO ALLOW FOR INSPECTIONS. 3 Elev. 19.66 . • it w , L � X #27 ( 11 1 N.A.V:D. 88 l 3 �' 22. OWNER/APPLICANT/CONTRACTOR SHALL BE RESPONSIBLE TO OBTAIN ANY AND ALL FLOOD ZONE LINE DIVIDING ZONE �y/ A 1 EXISTING ( 1 � ` L.12 BASED , / ` REQUIRED PERMITS AND APPROVALS FOR THIS PROJECT. X FROM ZONE AE (E ) 1 ON ACTUAL ON-THE-GROUND r q / P�/ 4-BEDROOM ` e I I \ , FIELD INSTRUMENT SURVEY + / - % DWELLING 1 \ LOCUS PLAN (B.F.E. = 12.0' NAVD 88 BASED ON ��\\ F.1.R.M.#25001C0564J) / % s� \ ( \ "`s SCALE: V= 1000' ' (EFFECTIVE JULY 16, 2014) / , j,�/ 00 �` ( ` \ 126 6.50 No Mottling, Standing or Weeping Observed P T / P� TEST IT DATA LEGEND � t ,\ � M DESIGN DATA \ a�' PERC NO. 21-287 i i ❑ 50xO' EXISTING SPOT GRADE INSPECTOR:. David W. Stanton (BOH) \ < NUMBER OF BEDROOMS(EXISTING) 4 TREE C-1 GARAGE �1 F p �� EVALUATOR: Michael Pimentel, EIT CSE - - 50 - - - EXISTING CONTOUR \ \ DESIGN FLOW 110 GAUDAYBEDROOM �o \ \ + o f �� C.S.E.APPROVAL DATE: Oct. 27, 1999 ./ \ N SLAB=19.0'± \\\ �,':J 1 ro: .'�y TOTAL DESIGN FLOW 440 GAUDAY - 50 - PROPOSED CONTOUR ( \\ ��> tip` Op 6,\ DATE: November 5, 2021 ( _ � \ ► 5 O' DESIGN FLOW x 200 % = 880 GAUDAY 50 PROPOSED SPOT GRADE TOF 19.7± \ � � � �.� ti0 � TEST PIT#. 2 USE EXISTING 1,500 GALLON SEPTIC TANK ` ELEV TOP= 17.20' GAS EXISTING GAS LINE .-�0 I) / \ \ I / \\\ d \ ELEV WATER= <6.70' E/T/C EXISTING UNDERGROUND UTILITIES ��a ' \\ ° , INSTALL 4 - 500 GAL. H-20 CHAMBERS W/ STONE PERC RATE a Z m I �x1' IR I ) VJ W EXISTING WATER LINE f T, -(� \' f DEPTH OF PERC= cn m 15• i \ I / 1 \� SIDEWALL CAPACITY 1 0 �j TEST PIT LOCATION O �r `1 ' \ _ TEXTURAL CLASS: O -r► / \ ' ' ..,. HC-2 r l I (PERIMETER) (2 HIGH) (0.74 GPD/S.F.) GAUDAY G (3)1/ ,L / _ O (96.66) (2 ) (0.74 GPD/S.F.) 143.1 GAUDAY 10 01 EXISTING 1,500 GALLON SEPTIC TANK LOOD ZONE LINE DIVIDING ZONE X FROM ZONE AE 7-G m 1 ` 1 / \ EL.12`BASED ON ACTUAL ON-THE-GROUND FIELD J �y\ m / \ / BOTTOM CAPACITY o„ 17.20' Z \ d INSTRUMENT SURVEY(B.F.E =120' NAVD 88 BASED ON Loam Sand PROPOSED 4"SOLID SCHEDULE 40 PVC PIPE / \ Y rn :: G / F.'I.R.M. #25001C0564J) (EFFECTIVE JULY 16, 2014) (FOOTPRINT AREA) (0.74 GPDlS.F.) = GAUDAY A 10Yr 3/1 / �' , O �� �' / 1 406.1 S.F. 0.74 GPD/S.F. = 300.5 GAUDAY 6" 16.70' PROPOSED DISTRIBUTION BOX O rn c, 1) _ 1 4 r� ALLOI* B Loamy Sand O PROPOSED 500 GALLON H-20 LEACHING CHAMBER -I / \ EXISTING 1.500 G R / L.P. �' w \ SEPTIC TAN'K TO BE TOTALS: 1oYr 5i6 O z� ,` j ti - - ^ 4 USED IN THIS DESIGN -- / TOTAL NUMBER OF CHAMBERS 4 ' r 5 ,,,0 MAP 227 REV. BY APP'D. DESCRIPTION / / 16 � TOTAL LEACHING AREA 599.5 SQ-FT. DATE TO 1 / '`� -EXISTING LEACHING PIT TO BE LOT 78 TOTAL LEACHING CAPACITY 443.E GAL./DAY © , n (4� - �O / cD REMOVED II_I_EI / N/F CULuvAN PROPOSED SEPTIC SYSTEM UPGRADE 17*0 • ,• CLEAN SAND PER 310 CMR 255(3) -- PROPOSED PREPARED FOR: / TP 2 -• DISTRIBUTION BOX PLAN NOTES: Medium Sand JAMES & MARY HAWKINS 17x2' C 2.5Y 6/6 Y �,� • • yo \ 1.) MAGNETIC MARKING TAPE SHALL BE PLACED ALONG THE TOP EDGE Mp OF EACH SEPTIC SYSTEM COMPONENT. / IIt it .• -• F LOCATED AT ~° 2.) CONTRACTOR SHALL VERIFY SOIL CONDITIONS IN THE:LOCATION OF 27 BROKEN DIKE WAY �I,y THE PROPOSED LEACHING FACILITY TO ENSURE CONSISTENCY WITH HAYBALE LINEREQUEST �o LOCAL UPGRADE .APPROVALS CENTERVILLE, MA 02632 '1g O,e TEST PIT DATA SHOWN ON THIS PLAN. REPORT TO ENGINEER AND ACCORDANCE WITH 310 CMR 15AOI -15.405 THE FOLLOWING LOCAL LOCAL BOARD OF HEALTH IF SOILS ARE NOT CONSISTENT'WTH TEST S� IN PROPOSED 4"SCH.40 PVC �' UPGRADE APPROVALS ARE REQUESTED FROM 310 CMR 15.211 &15.221(7): PIT DATA. 1 6 70, SCALE: 1 INCH = 10 FT. DATE: DECEMBER 28, 2021 1 \ 1. A 3:0'WAIVER 10.0'- 7.0' FOR THE SETBACK FROM SAS TO GARAGE SLAB. 26 a M 0 5 10 20 40 FEET VENT, EXACT LOCATION ( } No Mottlin ,Standin or Wee in Observed P�j�' qSs PROPOSED FOUR(4) 2. 'A 3.5'WAIVER(10.0 6.5) FOR THE SETBACK FROM SAS TO FRONT 3.) PROPERTY IS LOCATED WITHIN THE ESTUARINE WATERSHEDS g g p g 9cy 500-GALLON H-20 LEACHING PER OWNER `PROPERTY LINE. ONLY. �� JOHN L. °�� PREPARED BY: CHAMBERS w/STONE ` 3. A 0.5'WAIVER(3.0'-3.5') FOR THE MAXIMUM COVER OVER THE H-20 SAS. 6 CHURC HILL JR. JC ENGINEERING, INC. 4.) SWING TIES SHOWN ON THIS PLAN ARE PROVIDED ONILY AS A N0 41807 p} COURTESY FOR THE INSTALLER. INSTALLER SHALL VERIFY SWING TIE 2$54 CRANBERRY HIGHWAY LOCAL VARIANCE REQUEST MEASUREMENTS IN THE FIELD PRIOR TO INSTALLING THE.SYSTEM. rs EAST WA S REHAM, MA 02538 VARIANCE IS REQUESTED FROM ARTICLE 1 SECTION 3604: CONTRACTOR SHALL NOTIFY ENGINEER IF MEASUREMEN'ITS APPEAR.TO p" SITE PLAN THE FOLLOWING LOCAL � � ,•. 508.273.0377 1. A 10.0'VARIANCE(1d00.0''-90.0') FOR THE SETBACK FROM SAS TO THE WETLAND. BE INCORRECT. SCALE: 1"= 10' Drawn By: MCP Designed By:MCP Checked By:JLC JOB No.5992