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HomeMy WebLinkAbout1074 OLD STAGE ROAD - Health 1074 Old Stage Road Centerville A= 173 - 024 s a 4 llll � UPC 12534 NO.2_ 1. 53LOR Y�ilYps.YY (TOWN OF BAoRNSTABLE LOCATION 147Y O/d ,541,w n�• SEWAGE# 9Q 6S-'5 VILLAGE aJn• 1 1�, _ASSESSOR'S MAP&PARCEL INSTALLER'S NAME&PHONE NO. � gypJ SEPTIC TANK CAPACITY A' *te lh-,, /�•/( 100, 0=3 LEACHING FACILITY:(type) ne� n',n G) (size JS)(So i ) rt NO.OF BEDROOMS i OWNER ? 1'C !�4 PERMIT DATE: A400 4a /So�QJ COMPLIANCE DATE: 3LI/2 I "' 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 / ��q �� e u? ea /s3q1 3 a 1 J No. l Fee THE COMMONWEALTH OF MASSACHUSETTS Entered in computer PUBLIC HEALTH DIVISION - TOWN OF BARNSTABLE, MASSACHUSETTS Yes 0(pplitation for Mispo8al 6pstrm Construttion VermIt Application for a Permit to Construct( ) Repair ) Upgrade( ) Abandon( ) ❑Complete System ❑Individual Components Location Address or Lot No. 1014 Ok d 51r_ � Owner's Name,Address,and Tel.No. Assessor's Map/Parcel ( o �" OhKJ l Installer's Nam A dress, el of6o"(t(jA(.g) Designer's Name,Address,and Tel.No. Type of Buildi g: CI )a-*) Dwelling No.of Bedrooms Lot Size r sq.ft. Garbage Grinder( ) Other Type of Building 25rQ�{-���No.of Persons Showers( ) Cafeteria( ) Other Fixtures Design Flow(min.required) gpd Design flow provided ;-" gpd Plan Date U� n2 d Number of sheets Revision Date 3 Z Title Size of Septic Tank Type of S.A.S. e Description of Soil Nature of Repairs or Alterations(Answer when applicable) N3'f)�LL -HT k5Gb C�� J): - 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 Board of Heal / Signed _ Date G� �d�/ Application Approved by Date Application Disapproved by Date for the following reasons Permit No. 2,i2Z( OSS_ Date Issued I 2 L� --------------------___---__—=_______�—___—_�=__Y�_a�__—_ --- S � C No.. Fee 1 ?/ ! uteri - THE COMMONWEALTH OF MASSACHUSETTS Entered in computer:,Yes M. PUBLIC HEALTH DIVISION - TOWN OF-PAR TABLE,kM,ASSACH,USET I S apohratlon for Misposal 6pstem Construction Permit � Application for a Permit to Construct( ) Repair( ) Upgrade( ) Abandon( ) ❑Complete System ❑Individual Components w Z Location Address or Lot No. 10—/14 Ol S t Owner's Name,Address,and Tel.No. Assessor's Map/Parcel t `, �? \ -sa Installer's Name,Address,and Tel,No. Designer's Name,Address,and Tel.No. C,t y1 jso�l1 Lt (.0 UC) y1rrF�t Type of Building: / llllG ) Dwelling \No.of Bedrooms Lot Size t sq.ft. Garbage Grinder( ) i � Other Type of Building �h ��No.of Persons Showers( ) Cafeteria( ) Other Fixtures Design Flow(min.required) ���r� gpd Design flow provided , ,�,� gpd un Plan Date `/ f n Number of sheets Revision Date Z Title ' Size of Septic Tank Type of S.A.S. Description of Soil Nature of Repairs or Alterations(Answer when applicable) Date last inspected`'. Agreement: The undersigned agrees to ensure the construction and maintenance of the afore described on-site sewage disposal system in accordance with the provisions of Title 5 of the Environmental Code and not to place the system in operation until a Certificate of a Compliance.has been issued by this Board of Health. •�� _�.�/-..ter _ Signed /�/'''"' '�y'� Date r X irl I Application Appioved by = i / _.: _ _i Application Disapproved by Date for the following reasons Permit No. /nilp S Date Issued ------------------------------------------------ -------------------------------------------------------------------------------------- THE COMMONWEALTH OF MASSACHUSETTS BARNSTABLE,MASSACHUSETTS Certificate of Compliance THIS IS TO CERTIFY,that the On-site Sewage Disposal system Constructed( ) Repaired Upgraded( ) Abandoned( )by �r taP at A _ i1 L` �71 4)0 has been constructed in accordance with the provisions of Title 5 and the for DInnsal System Construction Permit No. �U dated 3 1 Installer ( no A �Yl(' Designer #bedrooms J Approved design flow Z J and The issuance of this permit'shall not be construed as a guarantee that the syste will functt. as sigl2ed. Date ) Inspector ------------------------------------------------------------------------------------------------------------------------------------- No. '� Fee THE COMMONWEALTH OF MASSACHUSETTS PUBLIC HEALTH DIVISION- BARNSTABLE,MASSACHUSETTS Misposal *pstem Construction Permit Permission is hereby granted to Construct( ) Repair Upgrade( ) Abandon( ) ` System located at I and as described in the above Application for Disposal System Construction Permit. The applicant recognized his/her duty to comply with Title 5 and the following local .rovisions or special conditions. i Provided:Cons ction must bt;completed within three years of the date of this permit. Date 3 ► Z' Approved by I EXCERPT FROM BOARD OF HEALTH MEETING MINUTES NOVEMBER 24, 2020 I. Variance—Septic: Darren Meyer, Meyer& Sons, representing Betty Robinson, owner— 1074 Old Stage Road, Centerville, Map/Parcel 173-024, 1.22 acre parcel, two setback variances to wetland request. Darren Meyer presented the plan for the repair of a failed cesspool. The Board noted that it is a narrow lot and the plan meets the maximum feasible criteria. Upon a motion duly made by Dr. Guadagnoli, seconded by Thomas Lee, the Board voted to approve the variances on plan dated October 5, 2020. Roll Call: Dr. Guadagnoli-Yes, Thomas Lee-Yes, John Norman-Yes. (Unanimously, voted in favor.) 2 Z ) DATE 1` t $95.00 FEE*: • MASS. Town of Barnstable REC.BY:01 Board of Health 1 SCHED.DATE: [: 200 Main Street, Hyannis MA 02601 � v Office: 508-862-401 ,> r J. John T.Norman FAX: 508-790.6304 /V1 Donald A.Guadagnoli,M.D. 111 U Paul J.Cannilf,D.M.D. J ��� �C�IL F.P.(Thomas)Lee,Altemate VARIANC�REQUEST FORM LOCATION !� �y�+ ,� Property Address: V �j ©�'D ST CCU E®�0 U��EP—y 1 Lt;C—> Assessor's Map and Parcel Numbe : i 7JLo Size of Lot: `. Z Z ��'✓'�� Wetlands Within 300 Ft. Business Name: (Subdivision Name: r i APPLICANT'S NAME: 1���Y c UOS 1"Y1(�- Phone 5Uci 360 1 Did the owner of the property authorize you to represent him or her? Yes V No PROPERTY OWNER'S NAME '' CONTACT PERSON Name: `J� y 131 Name: ��Y'Z� ► " I� M e'Y 4 Ct$i3 Address: I o-74 Q 11� J�Aqe, PD Address: 5 ( �Ie I f &n d w i cl, j) � Phone: 5o U (Ae)S- C) Phone: EMAIL: hit e le�Y a 045 e. Mat (• l�'tAr VARIANCE FROM REGULATION(incl.Reg.Code a) REASON FOR VARIANCE(May attach separate sheet if mWc space needed) I\l , 0 OS O NATURE OF WORK: House Addition U House Renovation LJ Repair of Failed Septic System Mj Checklist (to be completed by office staff-person receiving variance request application) Please submit first four on list as S collated packets. _ A. Five(5)copies of the completed variance request form B. Five(5)copies of MA DEP approval letters for Innovative/Altemative septic system(when proposing an I/A system or secondary treatment unit(S.T.U.). C. Five(5)hard copies of engineered plan submitted(e.g.septic system plans)and one(1)electronic version submitted to email: health(&town.bamstable.ma.us *(Pool Plan—5 hard copies) _ D.Five(5)copies of labeled dimensional floor plans submitted(e.g.house plans or restaurant kitchen plans)and one(I)electronic version. A completed seven(7)page checklist confirming review of engineered septic system plan by submitting engineer or R.S. Signed letter stating that the property or business owner authorized you to represent him/her for this request Applicant must notify abutters 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). Fee Submitted*$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 VARIANCE APPROVED John T.Norman NOT APPROVED Donald A.Guadagnoli,M.D. REASON FOR DISAPPROVAL Paul J.Canniff,D.M.D. Q:\Application Forma\VARIREQ Rev Jan 1-2020.docx MEYER & SONS, INC. PO BOX 981 , E.SANDWICH,MA 02537 508-362-2922 The following variances are requested for 1074 Old Stage Road,Centerville,MA: TITLE 5: 310 CMR 15.00 NONE REQUESTED BARNSTABLE REGULATIONS FOR SUBSURFACE SEWAGE DISPOSAL - A 31.7 ft.variance from Barnstable subsurface sewage regulations,to allow proposed septic tank to be 68.3 ft. from vegetated wetlands. - A 9.4' variance from Barnstable subsurface sewage regulation,to allow proposed leaching to be 90.6' from vegetated wetlands. ARCHITECTURE ENGINEERING SURVEYING MEYER & SONS, INC. PO BOX 981 • E.SANDWICH,MA 02537 508-362-2922 November 4, 2020 To Whom it may concern: This letter authorizes Darren M Meyer, from Meyer and Sons, Inc. to represent me at any meetings regarding variance approvals or hearings to be held before the Barnstable Board of Health or Barnstable Conservation Commission for the proposed septic upgrade at my property. Since Ile Bernadette A. Robinson;Property Owner 1074 Old Stage Road Centerville, MA ARCHITECTURE ' ENGINEERING SURVEYING a AT rt F - -Z:L i� �KH 10761 ©&.D Town of Barnstable Regulatory Services Richard V. Scali,Interim Director • Public Health Division rMa�` Thomas McKean,Director r 200 Main:Street,Hyannis;MA 02601 Office:. 508-862=4644 Fax: 508-790-63..04 Installer&Designer Certification Form Date: 2 Sewage Permit# (:-0 Assessor's Map\Parcel ���/z-q Designers ' 144� S A-41" . Installer: CAI)p-, G n G_ Address: � Y]� G ?l f Address: U Dot U 0/1 On C �� , �/26� _was issued a permit to install a (d te) (installer) septic system at 1,0 S V based on a design drawn by (address) slated '3 Z/ designer) I:.certify that tpw­ he se tic 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. 1.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 coniponent 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 in compliance with the terms' : of the RA approval letters(if applicable) DA�a f - (Installer's Signature) - -, �l (Designee's.Signature) (A x tee) PLEASE RETURN TO BARNSTABLE PUBLIC HEALTH DID- ON. 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. ,.Q:\Septic\Designer Certification Form Rev 8-14-13.doc ............. ................... ............................... ................ ............. 4— V 'T TOWN OF BARNSTABLE LOCATION le;ZY Old Jkgr 4el, SEWAGE# VILLAGE r ASSESSOR'S MAP&PARCEL INSTALLER'S NAME&PHONE NO. SEPTIC TANK CAPACITY LEACHING FACILITY-(type) he.*. 'ni'zC PO)rj (size) JSX30 ' NO.OF BEDROOMS OWNER C PERMIT DATE: IV4,v� COMPLIANCE DATE: 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 Of any wetlands exist within 30 0 feet of leaching facility) Feet FURNISHED 1 4 r Town of Barnstable 03 Board of Health P.O.Box 534,Hyannis MA 02601 Office: 508-862-4644 Wayne Miller,M.D. FAX: 508-790-6304 Sumner Kaufman,MSPH Paul Canniff,D.M.D. March 6, 2006 Mr. Michael Aucoin 15 Sunset Drive South Yarmouth, MA RE: . 1074 Old Stage Road, Centerville A=173 - 024 Dear Mr. Aucoin: You are granted a variance, on behalf of your client, Betty Robinson, to install an onsite sewage disposal system at 1074 Old Stage Road, Centerville. The variance granted is as follows: 310 CMR 15.211: To install a soil absorption system only two (2) foot away from the north-westerly property line. The variance is granted with the following conditions: (1) The engineered plans shall be revised to show relocation of the proposed septic tank to a minimum of 100 feet away from any.wetlands. (2) No more than three (3) bedrooms maximum 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. (3) The septic system shall be installed in substantial compliance with the revised plans. Q:AucoinRobinson2006 (4) The designing engineer shall supervise the construction of the onsite sewage disposal system and shall certify in writing to the Board that the system was installed in substantial compliance with the revised plans. This variance is granted because the proposed replacement system meets the "maximum feasible compliance" standards contained in the State Environmental Code, Title V. Sinc yours, yne filler, M.D. Chairm n Board of Health Town of Barnstable Q:AucoinRobinson2006 I rti C, �tNE tpy, DATE: 0L E n�+ + + FEE: + B"NS"M 9� 1639. `0� t/�Lv J���Vc. 20 FIi 1'2' a'W REC. BY 0641-1 Town of Barnstable S CHED. DATE: _ 70/K-1 Board of Iea�th 200 Main Street,Hyannis MA 02601 Office: 508-862-4644 Susan G.Rask,R.S. FAX: 508-790-6304 Sumner Kaufman,M.S.P.H. Wayne A.Miller,M.D. VARIANCE REQUEST FORM LOCATION Property Address: /0'7 0&z/ Assessor's Map and Parcel Number:: 1 '7 3 - Size of Lot: S Wetlands Within 300 Ft. Yes Business Name: No Subdivision Name: APPLICANT'S NAME: w`,� , fcg� Phone .'ll 7 3 7 Did the owner of the property au horize you to represent him or her? Yes x,-- No PROPERTY OWNER'S NAME CONTACT PERSON Name: ;g e LL r� /.���� Name: 7� M 1 ve- 4 h.cz litki Address: f ta7 8 ds Address: �0e— � ! Z� Phone: �-- �! � � Phone: �" 7 �J 1') VARIANCE FROM REGULATION(List Reg.) REASON FOR VARIANCE(Ma attacb if more space needed) sr,o9, Wf j- A Af..� r -J NATURE OF WORK House Addition ❑00000 House Renovation ❑ Repair of Failed Septic System Checklist (to be completed by office staff-person receiving variance request application) Please submit copies in 4 separate completed sets. _ Four(4)copies of the completed variance request form _ Four(4)copies of engineered plan submitted(e.g.septic system plans) _ Four(4)copies of labeled dimensional floor plans submitted(e.g.house plans or restaurant kitchen plans) _ Signed letter stating that the property 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 submitted(for grease trap variance requests only) Variance request application fee collected (no fee for lifeguard modification renewals, grease trap variance renewals [same owner/leasee only], outside dining variance renewals [same owner/leasee only], and variances to repair failed sewage disposal systems [only if no expansion to the building proposed]) Variance request submitted at least 15 days prior to meeting date VARIANCE APPROVED Wayne A.Miller,M.D.Chairman NOT APPROVED Sumner Kaufman,M.S.P.H. REASON FOR DISAPPROVAL Susan G.R�,aask,R-SS. Q:\HEALTH\Application m Fors\VARIREQ.DOC AJ� Betty Robinson 1074 Old Stage Road Centerville,MA 02632 "town of Barnstable Board of Health 200 Main Street Hyannis,MA 02601 RE: Septic Variance To whom it may concern, As property owner I authorize A&M Land Services to be the representatives for my variance request. If you have any questions please call we at 508-428-6108. Sincer:6' y Betty Zinson- P LEGEND �� d CENTERVILLE PROPOSED CONTOUR ® PROPOSED SPOT GRADE --98 -- EXISTING CONTOUR ��' RACE LN. LOCUS + 96.52 EXISTING SPOT GRADE W EXISTING WATER SERVICE TEST PIT v LOCUS MAP LOCUS INFORMATION PARCEL ID: ��c•O, �P�Q� PLAN REF: NONE, SEE NOTE R .173/023 `� O� �� PARCELS ID: �M4AP21737PAR. 24 ZONING: "RC" FLOOD ZONE: "X" COMMUNITY PANEL: 25001CO561J DATED:07/16/14 O � ao SEPTIC SYSTEM PARCEL ID: REPAIR PLAN / ®`� LOCATED AT. 5FT. SOIL REMOVAL AREn73z�ACRES 1074 OLD STAGE ROAD F CENTERVILLE, MA. PREPARED FOR TBM: � �`'P BERNADETTE A. EL. 59.0 �0J 0 ROBINSON G�' e FP h° F1 OCTOBER-5. 2020 REV:02/09/21, 03/03/21 BULKHEAD Q CORNER GARAGE OF -` PARCEL ID: W TP ; 173/025 DAPENMK4JEYER . y DasT LPG 2 " No. 1140 y • 9 58 `floa.. y�. DRIVEWAY OVER PROP. TANK TO NITAR�1 �7 BE REMOVED, SOIL/GRASS TO BE OHW G ���0,9�``� // F3 ' PLACED OVER PROP. TANK MEYER & SONS, INC. #107 °'�,�o i w F=6o �o�`P ;h �, GRAPHIC SCALE P.O. BOX 981 h . 40 0 20 40 80 1B0 EAST SANDWICH, MA. 02537 o / 5B ---- F4 PH: (508)360-3311 FAX: (774)413-9468 WETLAND FLAGGING CONDUCTED 1 h _FE40 ii» meyerandsonstitle50gmail.com BY: ,BRAD HALL - _ SHEET 1 OF 3 J 2197 CENTERVILLE ON �•,.• !_�C.•o L RACE LN. LOCUS 5FT. SOIL REMOVAL � ,.• �...,,. o �0.,.••'' �X\- PARCEL ID: o,F2o� F G� �.•••'' FP ••° 173/024 � G vent ��,.••° �,.•°' AREA=1.22 ACRES ' •''��� GA-RAGE � .••' TB M: LOCUS MAP o EL. 59. 0 TP 4i •'' �'� ,.••' LOCUS INFORMATION BULKHEAD C O R. i O ' / •••.•'''' ••••,O'•' PLAN REF: NONE,S EE NOTE TITLE REF: 14862 317 T _ �� •,.• r, �,o PARCEL ID: MAP 173 PAR. 24 ZONING: "RC" (" ` FLOOD ZONE: . X `��,.•• '• i Y, EXIST. �•�.•'�' `�••`•'• r \w COMMUNITY PANEL 25001C0561J DATED:07/16/14 C.P. Y `� •.' O SEPTIC SYSTEM •,.••�'''' N �- 3 �o REPAIR PLAN •••��•. C '9� ••./w •a�. �Q`• •. LOCATED AT 'Sg Q 1��,.••`''' 1074 OLD STAGE ROAD --- '♦k•' ..•• CEN TER VI LLE, MA. •.•�•�, i / PREPARED FOR G -9 /' ''F3 BERNADETTE A. ,. ,� • �.•• �.' erg .9 , ' ROBINSON OH VV '�'�• �� �� �' ,.•'•� OCTOBER 5, 2020 REV. 2/61/21, 3/3/21 1# G 07 •,,. , ,i , •,. � .T'�F 6 . � y W / ,� •�,� ukkKREN s o J •' / •'. �NITAR�aa O Q •'' _- DRIVEWAY OVER PROP. TANK TO O 5j C\ �, r BE REMOVED, SOIL/GRASS TO BE PLACED OVER PROP.. TANK MEYER & SONS, INC. S �� .•• G � .•�' ,` P.O. BOX 981 �� •�''� Q� EAST SANDWICH, MA. 02537 PH: (508)360 . 1311 WETLAND FLAGGING CONDUCTED FAX: (774)413-9468 �o•°� BY: BRAD HALL meyerandsonstitle5®gm ail.Com SCALE: 1" = 20' SHEET 2 OF 3 J 2197 FDROPFND. NOTE: PLACE METAL RINGS AND COVERS TO GRADE NOTE: PLACE MAGNETIC MARKING TAPE OVER ALL COVERS ON COMPONENTS THAT ARE UNDER PAVEMENT, _ BRING ALL COVERS TO WITHIN 3" OF FINISH GRADE FINISHED GRADE (57.50) F.G.EU 58.50 F.G.EU 58.50 F.G. EL: 57.50 VENT MAINTAIN 2X MIN SLOPE OVER LEACHING AREA Y INSPECTION PORT k i TO GRADE WITH H-20 COVER F.G.EU 57.70 7.1 ' r rspwroi Pw To wmm of sm E W r OF FROM GUM PVIF;RM :t 10"1 14: e ® S= 1� (MIN.) TEE'S ARE TO BE INV. 56.22 :r 4" SCH 40- PVC INV.= 55.75 INV.56;42 INV. 56.05 I� GAS PROPOSED DB * 3 EXIST. OUTLET BAFFLE C 3t�' .;. . « . , . DISTRIBUTION BOX (Z) INV. 57.27 INV. 56.67 .(H20) B INV. 57.27 PROPOSED 1,500 GALLON SEPTIC TANK CIUMNa Ora 9" MIN COVER O GAS BAFFLE TO BE INSTALLED ON OF ix on OUTLET TEE AS MANUFACTURED BY o���UA REN f'cy� BREAKOUT EL = 56.08 TUF-TITE, ZABEL, OR EQUAL 0T14'O � INV. ELEV.=55.75 NOTES-_ END ELEV.=55.60 1) CONTRACTOR SHALL VERIFY ALL EXISTING C' gyp MUSLEJ/w IDt PIPE INVERTS PRIOR TO CONSTRUCTION 2) TANK AND D-BOX SHALL BE SET LEVEL.AND TRUE 4NITAR\p� TO GRADE ON A MECHANICALLY COMPACTED SIX INCH CRUSHED STONE BASE, AS SPECIFIED IN BOTTOM EL.= 55.10 2 5, •_ 2 5' 310 CMR 15.221(2) 1715' _ 3) INSTALL INLET & OUTLET TEES W/ SEPTIC. SYSTEM PROFILE SEPARATION 5.o5I=r. GAS BAFFLE AS REQUIRED SOIL ABSORPTION SYSTEM (SECTION) ADJUSTED GROUNDWATER EL. 50,0 GENERAL NOTES: . .. _ , I. ALL CHANGES TO THIS.PLAN MUST BE APPROVED BY THE LOCAL SOIL . LOGS DESIGN. CRITERIA BOARD OF HEALTH AND THE DESIGN ENGINEER. NUMBER OF BEDROOMS: 3 BEDROOM DESIGN 2. ALL WORK AND MATERIALS SHALL CONFORM TO THE REQUIREMENTS DATE: AUGUST 26, 2020 SOIL TEXTURAL CLASS: CLASS I (0.74 GPD/SF) OF THE STATE ENVIRONMENTAL CODE, TITLE V. AND ANY APPLICABLE SOIL EVALUATOR: DARREN MEYER, R.S., CSE #1614 LOCAL RULES AND REGULATIONS; EXCEPT AS REQUESTED BELOW: DESIGN PERCOLATION RATE; <2.MIN/IN WITNESS: DAVID STANTON, BARNSTABLE HEALTH - BARNSTABLE HEALTH REGULATIONS WITNESS: FLOW: 110 G.P.D. X 3 BR 330 G:P.D. 1)A 31.7 FT. VARIANCE FROM BARNS. BEGS TO ALLOW SEPW TANK To BE W3 Fr OPPtox) E1M0W WEnAND VS. REQUIRED 10o Fr. GARBAGE GRINDER: NO (not designed for garbage grinder) 2)A 9.4 Fr.YAFAANCE FROM BARNS REDS To ALLOW LEACHING Qom• TP-1 DepthBev. TP-2 Depth. SEPTIC TANK: 330 gpd x 200% 660 gpd, PROP. 1;500 GAL. SEPTIC .TANK To BE 9me Fr FROM wmANDs vs REWD 10o Fr. 57.50 0" " A LOAMY SAND 57.50 A LOAMY SANS 0 LEACHING AREA REQUIRED: (330)/OJ4 445.94 S.F. 3. THE SEWAGE DISPOSAL SYSTEM SHALL NOT BE BACKFlLIED PRIOR IOYR 4/1 TO INSPECTION AND APPROVAL BY THE BOARD OF HEALTH AND THE 56.50 B. 12" 56.50 6 LOAMY SAND 12" DESIGN ENGINEER. LOAMY SAND 4. ANY CONDITIONS ENCOUNTERED DURING CONSTRUCTION DIFFERING 10YR 5/6 10YR_5/6 USE 3O'L X 15' W LEACHING FIELD WITH 3 LATERALS FROM THOSE SHOWN HEREON SHALL BE REPORTED TO THE DESIGN 55.00 30 55.00 . 30" ENGINEER BEFORE CONSTRUCTION CONTINUES. PERC TEST C C. FiNE.SAND FINE SAND 5. ALL ELEVATIONS BASED ON ASSUMED DATUM. O EL 53.60 1OY0 6/4 1OYR 6/4 6. THE DESIGN ENGINEER IS NOT RESPONSIBLE FOR THE FAILURE OF BOTTOM AREA: 30 x 15 = 450 SF THE CONTRACTOR OR.OWNER TO NOTIFY THE LOCAL BOARD OF 53.50 48" " HEALTH FOR PROPER INSPECTIONS DURING'CONSTRUCTION. C2 MEDIUM- 53.50 C2 .. 48 TOTAL SQUARE FEET PROVIDED 450 vs. 445.94 REQ'D MEDIUM- 7. WATER SUPPLY PROVIDED BY TOWN WATER SERVICE. COARSE COARSE DESIGN FLOW PROVIDED: 0.74(450 S.F.) 333 G.P.D. vs. 330 G.P.D. req'd 8.ALL AREAS DISTURBED DURING CONSTRUCTION SHALL BE RESTORED SAND SAND TO A CONDITION AGREED UPON BETWEEN OWNER AND CONTRACTOR. 2.5Y 8/4 2.5Y 8/4 9: IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO VERIFY THE PROPOSE D SEPTIC SYSTEM UPGRADE PLAN THE LOCATION OF ALL UNDERGROUND UTILITIES, PRIOR TO BEGINNING 47.0 126" 47.0 126" CONSTRUCTION. r ,o, EXISTING LEACH PiT TO BE PUMPED, CRUSHED AND FILLED PER TITLE 5. PERC RATE <5 MIN/IN. ('O` HORIZON) 1074 OLD STAGE ROAD, CENTERVILLE, MA 11. 48 HOUR NOTICE FOR ENGINEER CERTIFICATION GROUNDWATER OBSERVED AT 123" EL 47.25 12. THIS PLAN IS TO BE USED FOR SEPTIC SYSTEM PURPOSES ONLY WELLSDW-252 (NOT IN SERVICE), ZONE C Prepared for: Robinson AND IS NOT TO BE CONSIDERED A PROPERTY LINE SURVEY LEVEL: 47.3• AD=w w 2,1k ADJUSTED GROUNDWATER EL: 50.05 Design and Site Plan by: SCALE DRAWN DATE 13. NO PRIVATE WELLS WITHIN 150' OF PROPOSED LEACHING. *LEVEL OBTAINED USING AVAILABLE AVERAGE DATA OVER 5 YEAR PERIOD FROM 2017-2013 FOR MONTH OF AUGUST. MEYER&SONS,INC. N.T.S. DMM 10/05/20 14. ALL PIPING TO BE 4" SCH 40 O 1/8-/FT (UNLESS SPECIFIED) • 1, Darren M. Meyer, R.S., CSE, hereby certify that I am.currently approved by MADEP pursuant to 310 CMR 15.017 EA BOX981 REV DATE REV DATE SHEET NO. 15. REMOVE ALL UNSUITABLE SOILS 5FT AROUND LEACHING TO EL 55.0 to conduct soil evaluations and that the above analysis has been performed by me consistent with the EAST 2-2922 CH MA 02537 AND REPLACE WiTH CLEAN MEDIUM SAND PER TITLE 6. requiremente of 310 CMR 15.017, 1 further certify that I have paaaed the Soil Eval. Exam in October, 1999. 5oa�s2-2s22 02/09/21 63/03/21 3 of 3. L�-eAd ovr TO 6 P-AO TOP OF R-up . Li hl(.4 , FOUNDATION EL �o •S .,�a1se covers to within 6" of � finish grade install risers as needed �" o I�ma's��='� 6 P A 01 (:7- GROUND SURFACE EG,__5 $__ GROUND SURFACE E�S�' STANDARD .NOTES I - t OUTLET PIPE LEVEL - FIRST TWO FEET t. 2"MIN-3"MAX 7b1' EL 1) THIS PLAN IS FOR THE t/ .` ,��;rDC OF A SEPTIC SYSTEM. MIN 2' LAYER DQ�JBfLL "�'✓/�(-j� „ D-Box _ vas-ii�z' STONE 2) ALL INSTALLATION PROCEDURES AND MATERIALS SHALL CONFORM TO .310 CMR 15.000, THE STATE ENVIRONMENTAL CODE, - v 2 TITLE 5 AND THE TOWN OF _ r>�M S?"i' I fi- t INVERT EL 10 , ,���_ :��. ' _ ____` ____ SUBSURFACE DISPOSAL REGULATIONS. 14 _ - _. — _ - I ._ - - EFFECTIVE 3) NO DETERMINATION HAS BEEN MADE _43 TO COMPLIANCE OF AYAILABI'E' PROPERTY INFORMATION WITH RECORDED DEEDS _t_. • �� ^ INVERT EL S (�. �- - 5s" s717NE BASE T- "" 51DEWALL OR ZONING REGULATIONS. INVERT EL GAS BAFFLE INVERT EL (�-ZD, 4) TOWN WATER DOES�'r ' SERVICE THIS PROPERTY �r(' "' �I D — Box 5� �vv( 5D0 �'' �� 3/�'- 1 1/2' DOUBLE 5) THERE ARE NO EXISTING WELLS WITHIN 200' OF THE PROPOSED SOIL ABSORPTION SYSTEM. Z _� WASHED STONE » 6" STONE BASE INVERT EL (Typical) INVERT TEL G q i�13irYL �i� 6) ALL COVERS OF SYSTEM COMPONENTS SHALL BE BROUGHT TO WITHW 6 OF FINISHED GRADE 5 Sa v p W €` I i O N' 51 D ot5 S q .0 7) ALL SYSTEM COMPONENTS SHALL REMAIN ACCESSIBLE FOR INSPECTION. NO STRUCTURES SHALL BE LOCATED DMECTL Y /rod Gal Septic Tank BOTTOM EL y 3� (Typical) C/ �} 3 t Z 1 , 1 A�(Ca 3 5-r D r4 t; 4�> 61495 �� �� UPON OR ABOVE THE COMPONENT ACCESS LOCATIONS, WHICH WOULD INTERFERE WITH THE PERFORMANCE, ACCESS, INSPECTION EL BOTTOM OF TEST HOLE PUMPING OR REPAIR. s = ©, a Z �� = O . o 1 B) NO DRIVEWAY, PARKING OR TURNING AREA, OR OTHER IMPERVIOUS AREA SHALL BE LOCATED ABOVE A SOIL ABSORPTION SYSTEM, EXCEPT WHEN VENTING HAS BEEN PRO VIDED. --- 9) SEPTIC TANKS, GREASE TRAPS, DOSWG CHAMBERS AND DISTRIBUTION BOKES SHALL BE PLACED ON A 6" STONE BASE � I ` p TO ENSURE STABILITY AND PREVENT SETTLING. Lance A Macenernev 10) OUTLET DISTRIBUTION LINES SHALL REMAIN LEVEL FOR A MINIMUM OF THE FIRST TWO FEET OF THEIR LENGTH. 126 Mid-Tech Drive 11) ALL SYSTEM COMPONENTS SHALL BE CAPABLE OF WITHSTANDING H-10 LOADING UNLESS THEY ARE UNDER OR WITHIN 10' West Yarmouth, MA 02673 OF DRIVEWAYS OR PARKING OR TURNING AREAS, IN WHICH CASE H-20 COMPONENTS SHALL BE USED. t 12) ALL BUILDING SEWER LINES SHALL HAVE AN INNER DIAMETER OF 4" .AND SHALL BE CAST-IRON OR SCHEDULE, 40 PVC. - �� PROPOSED. LEACHING FA CILIT�' { r 13) THE DEPTH OF THE TOP OF ALL SYSTEM COMPONENTS SHALL NOT EXCEED 36" UNLESS VENTING HAS BEEN PROVIDED. /_�,��500 Gal Conc Chambers (,3 `x8-6"x4/o) ►��/ ��>� �^� 5 1 E ,�N-� '(`�^' t'^� �!` 14) IN THE AREAS OF EXCAVATION, EXISTING GRADES SHALL BE REESTABLNHED UNLESS NOTED AS PROPOSED CONTOURS r Total Dimensions z' " �x Cp` 'cl 15) IF SOILS ARE ENCOUNTERED DURING THE-EXCAVATION OF THE S'011., k,3SORPTION SYS.TE'M, THAT DIFFER NOTABLY FROM 1,0 THE DEEP OBSERVATION HOLE LOG, CONTACT THE ENGINEER BEFORE PROCEEDING. S' fi / Ex yr ( N: yo�> =", 1/ UP. - ,_ ;. - •- - 16) CONTRACTOR TO VERIFY LOCATION OF ALL UNDERGROUND UTILITIES. _ ar Boa o rF 1&]CT"t i�r`t� DESIGN �� �►� DEEP OBSERVAT ON Pett PropoX ��, , GarageHOLE LOG D B 1 A d' �� ( 1 --z°j I Conc _ _ r Test Mote #1 Ex Gas m G o £ I Slab I / (EL = 5 �_o f) r - G - -� �5�� a7 I 1 Number of Bedrooms: 3 N _ _ ` ' i — D h ev Soil soil Soil Garbage Grinder: �rt} Horizon Texture Color 1 ' NO (llsnA� ( u�ell) W- -- yY + ' ' 40� d i- - - - - -1 2 C - 2� fie ' / Design Flow: 3 O 0 - to 5�.5 '�� �71 I Ex Water , �' ko I 10 Min 1 12 f ° �. - I \1 10 i I Z P:,W LOA• - "f 13 1 , 518 I II I M n e (110 Gal/BR/Dap x Number of BR) �, , Sb.') S a M w 50' o,= J,� tAj I f r r Proposed 1,500 / � Septic Tank: �(-i -Z�) � , SdU Z� -y13 55 ,o GNc thi z.' ��[ I `J 3°I,p' �. � ' 1 .Y� / t' �, 2 gan.a 2,5���� I- i -- --�-�.. Gal S—Tank _ �o / (Minimum Design Flow x 200%) `[c`3 - 12t� `{ ,d C M�OC� or- { o 01 w -9 1 OFI- I 1 / Leaching Area: Dee Obs Hole Date: ` 1� uZ 0 US Exist Cesspools / / Soil Evaluator. M, o'��,• c 4+ I O o TBM EL = .60.5 )t to be pumped Sidewall: witnessed By: o I' _ To Fnd. o T� �' � and filled r'�S � Pero-Rate: I - P 1 lV required . (2 SidewaEs x _—Ft x --2--Ft) + soil Survey Description: CARVER t, 2 Geologic Material- OUTFASH (2 Endwalls x �_—F'T x '—_Ft) I J Depth to standing Water. NA ` G�riZnl 1 1 xl P Weeping 1 1, 4j 9 � / Depth to Wee €n Wator: NA T o Depth to Mottling(Color): NA Bottom: '2��3__ Est Seasonal High GW. NA I Exist E.P. 1 - i I _ tion Well: JVA L'x':D/Wy oS " . _1 0—Ft x '`i�J Ft) 1 l0 C� ateUSG ofblaataMeaeuremant NA I Rate LTAR . 0. 74 Long Term Acceptance ( ) �iti - - - coo , I ?3Cru�r : Hrea . Design Capacity: 3�O 1 _ D 7,� �'► T/��'r 1 I _ t _ _,,• - — ;� _- % — v ( 6e*atr�rea + Bottom Area) x LTAR / 1 LL�L'iRL'i.,! V l.�.L'i J� 4 yy / id 03 _ _ _ l 5 C' I P _ r ~�` _ - - - / `j° �A 1p(zu.�trat: c� _ 3�JU 'Zvirr _ t � �hl� , p - - - - - _ _ _ _ _ r— Assessor, Map 7 3 Parcel �K.• �� tN®Fp1 . Ex R �n-CIE Irene W. Lihou 1 ` I 1052 Old Stage Road . L( c;r �, Sir r. ,v ` a�Foso a �Nsiow t?20363 M• G !I ti1E, O tv RQ Centerville, MA 02632 ors , •�' a Wt • _ ' . 5 r'1'C � �.E hI��-�'��l�►r'h�l�-0� �'L�'N � °auAv� PROJECT LOCATION I`m�t'�' ®L s h4 Gj Lmf 4 / T C e r 4.,r,t (Ili/� . Ili X/ ��� �9�51 t E- Co /0t1l- v �� ! ASSESSORS MAP t 3 LOT Z VARIANCE TO ME _ /o SETBACK D�'r M L T f'` APPLICANT 1 AND THE PROPERTY LINE. A SETBACK IS PROVIDED. f2olo r,� (TITLE 5 SMYON 15.211(1)) o 10-j l-f o L-� Sty- c w v -- V1gP_1Al�l'GG a 1�� V i�% �J o r•Fr r LOG115 _ l�Q✓t �e - V�' A� �. x.,-- -__-__� i`�`•-_ ? PREPARED BY ����� [ ba A & M Land Services �0 15 Sunset Drive f /�� ,`1- s • _ r ... South Yarmouth, MA 00664 } (508) 73 `7 - 17 ? ? ( (; ` f ,' ^� SCALE. l - Zp r , DATE.' l z `� T—le LOCUS MAP REV. - 1 � n WC. NO. 3 r Z� SHEET >. OF l - ST � �.©off. �i.-�.,�..) �•