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HomeMy WebLinkAbout0099 BUCKSKIN PATH - Health 99 BUCKSKIN PATH CENTERVILLE A= 170-039 S M E A D KEEPING YOU ORGANIZED No. 12534 2-153L©R �Y IN NAM �co�,o UrWisd Fiber Sourcing POST-CONSUMM www�proprewarp 9R01770 WADE W USA QUQWA41ZEDATSME.AD.N .. a. . TOWN OF B.AryRRNNSTABLE LOCATION �G.(9,S Cam. w + \ h SEWAGE VILLAGE ASSESSOR'S MAP&PARCEL 7<D OcS INSTALLER'S NAME&PHONE NO.�, ,scQ�l SEPTIC TANK CAPACITY C c&-A,c L. LEACHING FACILITY:(type) w� yo—, t (size) NO.OF BEDROOMS OWNER Y—V\�,C kt,,,e r-- \ CA- ve)Cf, r- PERMIT DATE: a ` �`� ` Q 0 COMPLIANCE DATE: 'D0 O 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 y 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 A 33 '�' °2 Is- i OL(. 4 ' _ No. � Fee THE COMMONWEALTH OF MASSACHUSETTS Entered;ncomputer:-7� Yes PUBLIC HEALTH DIVISION - TOWN OF BARNSTABLE, MASSACHUSETTS 9pphtatlon for Misposar 6pBtem ConstrULtlon VPrmit Application for a Permit to Construct( ) Repair( ) Upgrade Abandon( ) P'Complete System ❑Individual Components Location Address or Lot No. Owner's Name,Address,and Tel.No. `� �"' Assessor's Map/Parcel Installer' N e Address,and Tel.No.S��•`ate�� Designer's Name,Address,and Tel.No._'Rt=$ O�b Type of Building: Dwelling No.of Bedrooms Lot Size �4--r!�sq.ft. Garbage Grinder( ) Other Type of Building No.of Persons Showers( ) Cafeteria( ) Other Fixtures Design Flow(min.required) c gpd Design flow provided 3 Y. a gpd Plan Date Number of sheets Revision Date Title Size of Septic Tank ScSfl -A Type Type of S.A.S.C00%G J-cL-�C Description of Soil Nature of Repairs or Alterations(Answer when applicable) --Ma\ A 1, 1 ©U 2- Y)11a-Q a © (�;d 'IA J-i5 �c l 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 Health. Si A Date Application Approved by Date Application Disapproved by Date for the following reasons Permit Noce Q�v Date Issued No. �',r _- Fee THE COMMONWEALTH OF MASSACHUSETTS Entered in computer: Yes PUBLIC HEALTH DIVISION - TOWN OF BARNSTABLE, MASSACHUSETTS fltlfttation for Misposal 6pstem Construction Permit Application for a Permit to Construct( ) Repair( ) Upgrade(Vj Abandon( ) �omplete System ❑Individual Components Location Address or Lot No.,::` V Q �SK �- Owner's Name,Address,and Tel.No. Assessor's Map/Parcel Installer's Name,Address,and Tel.No.S`t=)c5-a 725-G=65 Designer's Name,Address,and Tel.No.Stzje i` �(,� r— 11. 1 Y���(�c�J--�,$Q�J`S, Sic . Type of Building: Dwelling No.of Bedrooms Lot Size C, q�� q.ft. Garbage Grinder( ) Other Type of Building No.of Persons Showers( ) Cafeteria Other Fixtures ' Design Flow(min.required) �c�DCD gpd Design flow provided Z 5/ a° gpd Plan Date Number of sheets Revision Date Title Size of Septic Tank �C�® ��(leo„� Type of S.A.S.0 C(. :_.��i� / -.Description of Soil Nature of Repairs or Alterations(Answer when applicable) Date last inspected: z/ Agreement: The undersigned agrees to ensure the construction and maintenance of the afore described on-site sewage disposal system in accordance with the provisions of Title 5 of the Environmental Code and not to place the system in operation until a Certificate of Compliance has been issued by this Board of Health. C. C Sig Date Application Approved by Date Application-Disapproved by _ Date r for the following reasons Permit No,,nc,Do -� G 65�- Date Issued :�D --------------------------------------------------------------------------------------------------------------------------------------- r' THE COMMONWEALTH OF MASSACHUSETTS BARNSTABLE,MASSACHUSETTS Certifitate of Compliante THIS IS TO CERTIFY,that the On-site Sewage Disposal system Constructed( ) Repaired( ) Upgraded(, ) Abandoned( )by r. er- 4 ��cs c'�-r— Ems�Z_A at � c�_`L��; b has been constructed in accordance with the provisions of Title 5 and the for Disposal System Construction Permit No (�$ dated Installer 0, !F:k Designer #bedrooms Approved design flow-- gpd The issuance of this permit shall not be onstrued as a guarantee that the system,wil� 1 f' mction as esign d. Date /� � t Inspector 1, No. U � 'C) Fee THE COMMONWEALTH OF MASSACHUSETTS PUBLIC HEALTH DIVISION-BARNSTABLE,MASSACHUSETTS f Misposal 6pstem Construction Permit Permission is hereby granted to Construct( ) Repair( ) Upgrade(7 Abandon( ) System located at 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 provisions or special conditions. Provided:Construction must be completed within three years of the date of this permit. ,.--�-~--- Date 7 �/ Q -•(� Approved by C. Town of Barnstable Regulatory Services { i Richard V.Sca%Interim Director Public Health Division Nua` Thomas McKean,Director 200 Main Street,Hyannis,MA 02601 Fax: 508-790-6304 Office: 508-862-4644 i Installer&Designer Certification Form 2 1 Date: a� 0 Sewage Permit#,D og3-OSZ� Assessor's Map\Parcel Designer: V v l �Z1 t� Installer:VC---A� �bo�z✓ �,c.�a��w! j _ Address: A4- Address: On a � ® P ux�yv, as issued a erimit to install a (date) (installer) - septic system at I VL'� based on a design drawn by (address) ✓� --C4 dated 0 0 desi � )_ em referenViced above was installed substantially according t ng o I certify that the sep c sy� i the design, Y 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 in compliance with the terms of the IAA approval letters(if applicable) tA OF ler's Signature) a No.1140 (Designer's Signature) (Affix ere) PLEASE RETURN TO B ABLE PUBLIC HEALTH D N. 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:1Se cTesigner Certification Form Rev 8-14-13.doc ' LEGEND CENTERVILLE BENCH MARK PROPOSED CONTOUR r� TOP OF FOUNDATION 47.3 ® PROPOSED SPOT GRADE E L. 102.0 EXISTING CONTOUR o6 BARNSTABLE CIS DATUM — 98 `� / 3 + 96.52 EXISTING SPOT GRADE 9�� O 00� W— EXISTING WATER SERVICE �'Q LOT 1 7 47.2 G TEST PIT a � z AREA = 0.36 acres SCALE: 1"=20' N ti Y U SITE m 99 BUCKSKIN PATH T13M = EL. 4G.5 47.2 BULKHEAD FOUNDATION PROP. 1500G SEPTIC TANK LOCUS MAP EXIST. CESSPOOLS 4G.2 (to be filled, note 10) 4G.2 LOCUS INFORMATION PLAN REF: 224/087 TITLE REF: 30489/038 PARCEL ID: MAP 0 3 PROPERTY IS NOT N ZONE 1111, S IN ESTUARIES PROT. FLOOD ZONE: PROPERTY NOT IN FLOOD ZONE L SEPTIC SYSTEM C) �Q REPAIR PLAN LOCATED AT: cv �. 99 BUCKSKIN PATH 'O" c CENTERVILLE, MA PREPARED FOR ° ` SERVICE MICHAEL CREVIER/ 4G.G ry 0 19 CAPAGE(SLAB) READY ROOTER EXC. GENERAL NOTES: FEBRUARY 17, 2020 REV: FEBRUARY 18, 2020 �(` R/VEI,, I. ALL CHANGES TO THIS PLAN MUST BE APPROVED BY THE LOCAL/ 4G.2 qY BOARD OF HEALTH AND THE DESIGN ENGINEER. ' _ 2. ALL WORK AND MATERIALS SHALL CONFORM TO THE REQUIREMENTS 4G.2 _ OF THE RULES AND REGULATIONS. ENT N CODE, TITLE V. AND ANY APPLICABLE �F sj9� J y� Reserve U �� 'V 3. THE SEWAGE DISPOSAL SYSTEM SHALL NOT BE BACKFILLED PRIOR DA N '� ® "' 4 TO INSPECTION NSPGN EI TI NEER D APPROVAL BY THE BOARD OF HEALTH AND THE No. 1140 Area ,L, TP-1 4. ANY CONDITIONS ENCOUNTERED DURING CONSTRUCTION DIFFERING cv c!) TP-2 FROM THOSE SHOWN HEREON SHALL BE REPORTED TO THE DESIGN G.5 ;� 2S 00, ^ J� ® ENGINEER BEFORE CONSTRUCTION CONTINUES. � O 4 C9 TP-4 5. ALL ELEVATIONS BASED ON ASSUMED DATUM. NITAR�a� ® 6. THE DESIGN ENGINEER IS NOT RESPONSIBLE FOR THE FAILURE OF l THE CONTRACTOR OR OWNER TO NOTIFY THE LOCAL BOARD OF 44 5 TP-3 HEALTH FOR PROPER INSPECTIONS DURING CONSTRUCTION. 7. WATER SUPPLY BY TOWN WATER SERVICE. 8.ALL AREAS DISTURBED PROVIDED URING CONSTRUCTION SHALL BE RESTORED O TO A CONDmON AGREED UPON BETWEEN OWNER AND CONTRACTOR. MEYER & SONS, INC. 9. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO VERIFY THE THE LOCATION OF ALL UNDERGROUND UTILITIES, PRIOR TO BEGINNING P.O.CONSTRUCTION. BOX 981 ' A4LjS 1 10. EXISTING LEACHING TO BE PUMPED, CRUSHED AND FILLED PER TITLE 5. 4 O 11. 48 HOUR NOTICE FOR ENGINEER CERTIFICATION EAST SANDWICH, MA. 02537 12. THIS PLAN IS TO BE USED FOR SEPTIC SYSTEM PURPOSES ONLY 4 AND IS NOT TO BE CONSIDERED A PROPERTY LINE SURVEY PH: (508)360-3311 T 13. NO PRIVATE WELLS WITHIN 150' OF PROPOSED LEACHING. 14. NO WETLANDS WITHIN 100' OF PROPOSED LEACHING. FAX: (774)413-9468 4 LAIve 15. ALL PIPING TO BE 4' SCH 40 A 1/8'/FT (UNLESS SPECIFIED) meyerandsonstitle5©gmail.com SHEET 1 OF 2 J 1894 i ELEV. TOP NOTE: PLACE MAGNETIC MARKING TAPE OVER ALL COVERS I FOUNDATION: BRING ALL COVERS TO WITHIN 3" OF FINISH GRADE I (Existing) FINISHED GRADE (46.50) 46.50 F.G.EL: 46.3 F.G.EL: 46.50 F.G. EU 46.50 ' ► 'A MAINTAIN 2% MIN SLOPE OVER LEACHING AREA a• :s ` F.G.EL: 44.90 ;`• 2" OF 3/8" DOUBLE WASHED 3/4" - 1-1/2" V. • . STONE OR FILTER FABRIC DOUBLE WASHED STONE a 6" w" 4" SCH 40 PVC 10"1 6 ®®®®• O ®A 14 ® S= 1% MIN. ®®®®®®®® TEE'S ARE TO BE ®®®®®®®®4" scH 4o PvcINV. 43.10 2 E F. DEPTH ®®®®®®®® INV. 43.60 INV. 42.93 4' 2 X 8.5' 4' ExlsnNc ourLEr BAFFLE PROPOSED DB-3 •M DISTRIBUTION BOX EFFECTIVE LENGTH = 25' INV. 44.25 INV. 43.85 AL (H20) INV. ELEV.= 42.80 PROP. 1,500 GALLON SEPTIC TANK OF GAS BAFFLE TO BE INSTALLED ON ���`� M'4ss9 BREAKOUT OUTLET TEE AS MANUFACTURED BY �`� �y NOTES: , , OR EQUAL DAIS N � ELEV.= 43.80 TUF-TITE ZABEL 1) CONTRACTOR SHALL VERIFY ALL EXISTING M R TOP CONIC. ELEV.= 43.80 PIPE INVERTS PRIOR TO CONSTRUCTION ` No 0 INV. ELEV.= 42.80 ®E3 2) TANK/D-BOX SHALL BE SET LEVEL AND TRUE To 1 ®®®®®®® GRADE ON A MECHANICALLY COMPACTED SIX Rf�/� J ®®®®®®® ' INCH CRUSHED STONE BASE, AS SPECIFIED IN QNIT00 % BOTTOM EL.= 40.80FEFFECTIVE ® 00aM3® 310 CMR 15.221(2) 35 FT. 3.75' 3) INSTALL INLET & OUTLET TEES W/ GAS BAFFLE AS REQUIRED SEPARATION 5.80 FT. WIDTH = 12.5' SEPTIC SYSTEM PROFILE BorroM OF TESTHOLE EL: 35.00 _ SOIL ABSORPTION SYSTEM (SECTION) (500 GALLON LEACH CHAMBER) SOIL LOGS P#: TPT-20-26 DESIGN CRITERIA **NOT IN ZONE II, ESTUARIES ONLY** NUMBER OF BEDROOMS: 2 BEDROOM EXISTING/3 BEDROOM DESIGN DATE: FEBRUARY 11, 2020 SOIL TEXTURAL CLASS: CLASS I (0.74 GPD/SF) SOIL EVALUATOR: DARREN MEYER, R.S.. CSE #1614 DESIGN PERCOLATION RATE: <2 MIN/IN WITNESS: DAVE STANTON, BARNSTABLE HEALTH DEPT. DAILY FLOW: 110 G.P.D. X 3 BR = 330 G.P.D. Elev. TP-1 Depth TP-2 Depth Elev. TP-3 Depth Elea. TP-4 Depth GARBAGE GRINDER: NO (not designed for garbage grinder) 46.10 0. Elev. SEPTIC TANK: 330 gpd x 200% = 660 gpd, USE PROPOSED 1,500 GAL. SEPTIC TANK q 46.15 0" 46.05 0" 46.00 0" LOAMY OYR 3p A LOAMY SAND A LOAMY SAND ! A LOAMY �p LEACHING AREA REQUIRED: (330)/0.74 = 445.94 S.F. tOYR 3/2 tOYR 3/2 � 10YR 3/2 45.10 B 12" 45.32 B 10" 45.13 B 11" 45.17 a 10" USE TWO (2) 500 GALLON PRECAST LEACH CHAMBERS W/ 4' LOAMY SAND LOAMY SAND LOAMY SAND LOAMY SAND STONE ON ENDS & 3.75' STONE ON SIDES: 25' L x 12.5' W x 2'D 10YR 6/6 10YR 6/6 10YR 6/6 1GYR 6/6 BOTTOM AREA: 25 x 12.5= 312.5 SF PERC TEST 42.92 C MEDIUM- 38" 42.98 37" 42.82 38"43.07 C MEDIUM- 37" C MEDIUM- MEDIUM- C SIDE AREA: (25 + 12.5) X 2 X 2 = 150 SF a EL. 41.10 COARSE COARSE EL PERC TEST 90 COARSE COARSE TOTAL SQUARE FEET PROVIDED = 462 vs. 445.94 REQ'D SAND SAND ° 40. COARSESAND SAND DESIGN FLOW PROVIDED: 0.74(462 S.F.) = 342.25 G.P.D. vs. 330 G.P.D. req'd 2.5Y 6/4 2.5Y 6/4 2.5Y 6/4 2.5Y 6/4 35.10 132' 35.15 1 132' 35.05 132' 35.00 132' PROPOSED SEPTIC SYSTEM UPGRADE PLAN PERC RATE <2 MIN/IN. ("C2" HORIZON) PERC RATE <2 MIN/IN. CC2" HORIZON) 99 BUCKSKIN PATH, C E NTE RV I LLE, MA NO GROUNDWATER OBSERVED NO GROUNDWATER 085ERVED Prepared for: Crevier/Ready Rooter Exc. Design and Site Plan by: SCALE DRAWN DATE • 1, Darren M. Meyer, R.S., CSE, hereby certify that I am currently approved by MADEP pursuant to 310 CMR 15.017 MEYER&SONS,INC. N.T.S. DMM 02/17/20 to conduct soil evaluations and that the above analysis has been performed by me consistent with the requirements of 310 CMR 15.017. 1 further certify that I have passed the Soil Evol. Exam in October, 1999. PO BOX REV DATE EAsrsaNDwlcH A4A02537 CHECKED SHEET No. 508-3622s22 02/18/20 DMM 2 of 2