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HomeMy WebLinkAbout0019 HUCKINS NECK ROAD - Health (3) r1� S / r 7 TOWN OF BARl!--NSTABLE a LOCATIO f g UU(ZfA4 ( -PcU Q�SEWAGE# VILL ,ASSESSOR'S MAP&PARCEL ,I - U 6 2 INSTALLER'S NAME&PHONE NO. SEPTIC TANK CAPACITY U J U LEACHING FACILITY- (type) (size) NO.OF BEDROOMS OWNER liL (J PERMIT DATE: 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(If any wetlands exist within 300 feet of leaching facility) Feet FURNISHED BY "e&O Z a-la 5 . ,�Gv�s . � IQ� la � c o P 63 - 3u LiC � 6 3 CS��3�s o 0 No. �� Fee THE COMMONWEALTH OF MASSACHUSETTS Entered in computer: Yes PUBLIC HEALTH DIVISION - TOWN OF BARNSTABLE, MASSACHUSETTS ftpiication for Misposal *pstem Construrtion Vermit Application for a Permit to Construct( ) Repair Upgrade( ) Abandon( ) ❑Complete System ❑Individual Components Location Address or Lot No. i 1 N V�(.(�,�5 Owner's Name,Address,and Tel.No. Assessor's Map/Parcel vap Installer's Name,Address,and Tel.No. Designer's Name,Address,and Tel.No. Type of Building: Dwelling No.of Bedrooms Lot Size a j sq.ft. Garbage Grinder( ) Other Type of Building No.of Persons Showers( ) Cafeteria( ) Other Fixtures Design Flow(min.required) //® gpd Design flow provided � gpd Plan Date PC lqu 6�k4 Number of sheets Revision Date Title Size of Septic Tank 1 D 0 C) Type of S.A.S. 4 6v Description of Soil Z,, )4Q/Z1��,p Nature of Repairs or Alterations(Answer when applicable) ®NI.-P A)—_—rjyS !sc J�eJ�,c-�LlPir 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 Boar f Health. Sig - Date Application Approved by Date Application Disapproved by Date for the following reasons PC Permit No. Date Issued V r --------------------------------------------------------------------------------------------------------------------------------------- .. ,� +hr ..a r 'R: ;4•.,y:±`�...,t mow. A�. �; iFe'c -• •;'t v } .iP .. - •,,• -. �, No. v ., Fee / ' computer: ' THE�COMMONWEALTH OF MASSACHUSETTS Entered in com p Ye� PUBLIC HEALTH DIVISION - TOWN OF BARNSTABLE, MASSACHUSETTS 0(pplitation fpf Disposal 6-pBtem Construction Permit Application for a Permit to Construct( ) Repair`( Upgrade-( ) Abandon( ) ❑Complete System ❑Individual Components Location Address or Lot No. 6 H vc V t ij s VI#C(f /2 Owner's Name,Address,and Tel.No. e�•f��ter`/i�' Assessor's Map/Parcel I A �1 f p��, �� � •�t j Installer's Name,Address,and Tel fNo. Designer's Name,Address,and Tel.No. Type of Building: Dwelling No.of Bedrooms Lot Size • sq.ft. Garbage Grinder( ) Other Type of Building No.of Persons Showers( ) Cafeteria( ) Other Fixtures Design Flow(min.required) //0 gpd Design flow provided _ (� gpd Plan Date O'e c, 1� U 1 Number of sheets Revision Date Title / Size of Septic Tank f 000 CA( Type of S.A.S. Description of Soil j , ,/ Nature of Repairs or Alterations(Answer when applicable) f/t.J1't ! crr is Date last inspected: Agreement: t.,. 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. , •. _..._ . ___ .- .ram r'-2u =Application Approved by C i J-i Lek ''' (fp ?' $ Date Application Disapproved by m Date for the following reasons - Permit No. —� � Date Issued 3 THE COMMONWEALTH OF MASSACHUSETTS » BARNSTABLE,MASSACHUSETTS N Certificate of Compliance THIS IS TO CER�TIFY,that the On-site Sewage Disposal system Constructed( ) Repaired( ) Upgraded ) Abandoned( )by at 1 Mje" •/0, c^ I'(,/-I'$/h 0,; 1/ has been constructed in accordance with the provisions offitlq,5 ann, the for Disposal System Construction Permit No.9 o OP dated ..3/11(/) Installer i)yy-d Designer A n �r r , #bedrooms 7{ _� Approved design flow /, ? ; gpd The issuance of this permit shall not be construed as a guarantee that the system>�function as designed. �! Date ��2 j�� Irispecto 'C/ /r Q J --------------------------------- - No. G7 - �i � Fee. / vv THE COMMONWEALTH OF MASSACHUSETTS p_ PUBLIC HEALTH DIVISION -BARNSTABLE,MASSACHUSETTS �/V0 k '" Disposal .pBtem Construction Permit - i Permission is hereby granted to Construct(yO Repair OQ) Upgrade( ) Abandon( ) y System located at I i lf'�' ✓1), r .t �� l✓ /( r� t��t�l_F. , . r :�r�� w 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. riT X. Provided:Construction must be completed within three years of the date of this permit. Date / l� Approved b / (A PP Y f Town of Barnstable Regulatory Services Richard V.Scab,Interim Director $ KM HAMM= 1 Public Health Division rsud�" Thomas McKean,Director 200 Main Street,Hyannis,MA 02601 Office: 508-8624644 Fax: 508-790-6304 Installer&Desistter Certification Form Date: 3 2-O7 2�Sewage Permit# go 2.2- 1?1 Assessor's Map%Parcel-4 Designer: 2.4 Ss �� Installer: 4, Address: �0 Bok Address: 20 �d 0 On 3- y-2d 22. was issued a permit to install a (date) �,` e (ikn-s er) /', septic system at ! t'vc-�S r`teGk Rd'4 (�►�'*14ased on a design drawn by (add) NQ>1Ve-,RS 104YO-A dated Z 1 1 ( esigner) - 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 in compliance with the terms of the IAA approval letters(if applicable) er's Signature) (Designer's Signature) ( ere) PLEASE RETURN TO B ABLE PUBLIC HEALTH D N.._CERTIFICATE 4F COMPLIANCE WILL NOT BE ISSUED UNTIL BOTH THIS FORM AND AS-' BUILT CARD ARE RECEIVED BY THE BARNSTABLE PUBLIC HEALTH DIVISION. THANK YOU. QAScOcOesiper Certification Form Rev 8-W13.doe LEGEND CENTERVILLE �Y PROPOSED CONTOUR ® PROPOSED SPOT GRADE R�U EXISTING CONTOUR 73 73 + 96.52 EXISTING SPOT GRADE 72 W-- EXISTING WATER SERVICE BENCH MARK 56.2;, TEST PIT TOP OF FOUNDATION : LOT 1 9\g \\ \__ J „_ LOCUS Q� 7 4. 7 2 \ \ SCALE. 1 20 19 HUMNS NECK RD. AREA = 0.25 a�+— \ BARNSTABLE GIS DATUJ LAND COURT PLAN 202. 9—C ASSR MAP251 PCL 67\ G \ \\ I LOCUS MAP o I LOCUS INFORMATION PLAN REF: LCP20239-C EXIST. ` I TITLE REF: LCC227791 00�G z � ���\ \\ 72 i PROPERTYPARCEL IS IN ONIEPIRSDIN7 SEPTIC TANK ESTUARIES PROT. c� c� o \ \ Z _Z Z \ \ FLOOD ZONE: PROPERTY NOT IN FLOOD ZONE LL I � w 0. i \ SEPTIC SYSTEM x a ° i I I REPAIR PLAN w o oW 73 LOCATED AT: 19 HUCKINS NECK ROAD U CENTERVILLE, MA PAVE DRIVEWAY W PREPARED FOR I UTILITY ---i---=--- —=,\ Z F R E D B LE U POLE O o 74 �` DECEMBER 18, 2021 �\ I OF 0 \\ 74 I o D RREN M d o O T ST �•\��\ TA � � �NITAR��`� y� � / V Apt °°" MEYER & SONS � , INC. EXIST. LEAC P.O. BOX 981 HING PLAN EAST SANDWICH, MA. 02537. SCALE. 1 in = 20 ft O I , PH: (508)360-3311 i 0 20 40 O Imo\ / FAX: (774)413-9468 O 10 20 40 � meyerandsonstitle5®gmail.com ----�� SHEET 1 OF 2 a ELEV. TOP NOTE: PLACE MAGNETIC MARKING TAPE OVER ALL COVERS FOUNDATION: BRING ALL COVERS TO WITHIN 3" OF FINISH GRADE (Existing) - FINISHED GRADE (74.46) S = 74.72 F.G.EL: 74.1 F.G.EL: 73.60 F.G. EL: 74.10 MAINTAIN 2X MIN SLOPE OVER LEACHING AREA 2 F.G.EL: 72.84 ;. 2" OF 3/8" DOUBLE WASHED 3/4" - 1-1/2" STONE OR FILTER FABRIC DOUBLE WASHED STONE 6" { " 4" SCH 40 PVC 1o"I la®®®• 0. ®®®® 14 s © S= 1% MIN. a®®®®®®®®®® !' TEE'S ARE TO BE ( . )) e®®®e®®li3l®I®® :r 4" SCH 4o PVC INV. 7.1 ,Q5 2 EFF. DEPTH ®®®®®®®®®®E3 INV. 71 .55 -- INV. 70.85 4' 2 X 8.5' 4' EXISTING OUTLET BAF LE PROPOSED DB-3 , ..• •• _ • • DISTRIBUTION BOX EFFECTIVE LENGTH 25' INV: 71 .80 (1-120) INV. ELEV.= 70.60 EXIST. 1,000 GALLON SEPTIC TANK of GAS BAFFLE TO BE INSTALLED ON ��� ss�c BREAKOUT OUTLET TEE AS MANUFACTURED BY o DARRE M ti� ELEV.= 71 .60 TUF-TITE, ZABEL, OR EQUAL hj TOP CONC. ELEV.= 71 .60 00 INV. ELEV.= 70.60 E3 ®® N gyp ®® ®®® NOTES: Al� tR" ®e®®®®e 1) CONTRACTOR SHALL VERIFY ALL EXISTING 6/SI j ®®®®®®® PIPE INVERTS PRIOR TO CONSTRUCTION QNITAR\a� I l� T' BOTTOM EL.= 68.60 3.75' ®®5 FT.®® 3.75' 2) D-BOX SHALL BE SET LEVEL AND TRUE 4 TO GRADE ON A MECHANICALLY COMPACTED SIX INCH CRUSHED STONE BASE, AS SPECIFIED IN SEPARATION 5.50 FT. EFFECTIVE. WIDTH 12.5' 310 CMR 15.221(2) 3) INSTALL INLET & OUTLET TEES W/ SEPTIC SYSTEM PROFILE SOIL aBsoRPTION SYSTEM SECTION GAS BAFFLE AS REQUIRED BOTTOM OF TESTHOLE EL: 63.10 (SECTION) (500 GALLON F-- LEACH CHAMBER) SOIL LOGS P#: 21-320 GENERAL NOTES: DESIGN CRITERIA **IN ESTUARIES PROT.** DATE: DECEMBER 16, 2021 1• ALL CHANGES TO THIS PLAN MUST BE APPROVED BY THE LOCAL NUMBER OF BEDROOMS: 3 BEDROOM DESIGN SOIL EVALUATOR: DARREN MEYER, RS, CSE 1614 BOARD OF HEALTH AND THE DESIGN ENGINEER. 2. ALL WORK AND MATERIALS SHALL CONFORM TO THE REQUIREMENTS SOIL TEXTURAL CLASS: CLASS I (0.74 GPD/SF) WITNESS: DON DESMARAIS, BARNSTABLE HEALTH DEPT. OF THE STATE ENVIRONMENTAL CODE, TITLE V, AND ANY APPLICABLE DESIGN PERCOLATION RATE: <2 MIN/IN LOCAL RULES AND REGULATIONS. DAILY FLOW: 110 G.P.D. X 3 BR = 330 G.P.D. 3. THE SEWAGE DISPOSAL SYSTEM SHALL NOT BE BACKFILLED PRIOR GARBAGE GRINDER: NO (not designed for garbage grinder) Elev. TP-1 Depth Elev. TP-2 Depth TO INSPECTION AND APPROVAL BY THE BOARD OF HEALTH AND THE 74.10 0" 74.10 0" DESIGN ENGINEER. SEPTIC TANK: 330 gpd x 200% = 660 gpd, USE EXISTING 1,000 GAL. SEPTIC TANK 4. ANY CONDITIONS ENCOUNTERED DURING CONSTRUCTION DIFFERING A LOAMY SAND A LOAMY SAND FROM THOSE SHOWN HEREON SHALL BE REPORTED TO THE DESIGN LEACHING AREA REQUIRED: (330)/0J4 = 445.94 S.F. 1OYR 3/2 1OYR 3/2 ENGINEER BEFORE CONSTRUCTION CONTINUES. 73.27 10" 73.27 10" 5. ALL ELEVATIONS BASED ON ASSUMED DATUM. USE TWO (2) 500 GALLON PRECAST LEACH CHAMBERS W/ 4' B B 6. THE DESIGN ENGINEER IS NOT RESPONSIBLE FOR THE FAILURE OF SAND LOAMY SAND THE CONTRACTOR OR OWNER TO NOTIFY THE LOCAL BOARD OF STONE ON ENDS & 3.75, STONE ON SIDES: 25 L x 12.5 W x 2,D LOAMY tAYR SAN 10YR SAND HEALTH FOR PROPER INSPECTIONS DURING CONSTRUCTION. 6/6 7. WATER SUPPLY PROVIDED BY TOWN WATER SERVICE. BOTTOM AREA: 25 x 12.5 = 312.5 SF 70.60 C 42" 70.60 C 42" S.ALL AREAS DISTURBED DURING CONSTRUCTION SHALL BE RESTORED SIDE AREA: 25 + 12.5 PERC TEST TO A CONDITION AGREED UPON BETWEEN OWNER AND CONTRACTOR. ( ) X 2 X 2 = 150 SF O a- 6•77 9. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO VERIFY THE TOTAL SQUARE FEET PROVIDED = 462 vs. 445.94 REQ'D MEDIUM MEDIUM THE LOCATION OF ALL UNDERGROUND UTILITIES, PRIOR TO BEGINNING , 2.5"Y 6/6 SAN 2 55YY 6/6 CONSTRUCTION. DESIGN FLOW PROVIDED: OJ4(462 S.F.) = 342.25 G.P.D. vs. 330 G.P.D. req d 10. EXISTING LEACHING TO BE PUMPED, CRUSHED AND REMOVED COMPLETELY. FILL WITH CLEAN MEDIUM SAND PER TITLE 5. 63.10 132" 63.10 132" 11. 48 HOUR NOTICE FOR ENGINEER CERTIFICATION PROPOSED SEPTIC SYSTEM UPGRADE PLAN PERC RATE <2 'C2' HORIZON 12' AND I3 NOT TO BELAN IS TO ECONSIDERED A FOR SEPTIC LINESU� ONLY 19 HUCKINS NECK ROAD, CENTERVILLE, MA MI N.N/1 ( ) NO GROUNDWATER OBSERVED 13. NO PRIVATE WELLS WITHIN 150' OF PROPOSED LEACHING. Prepared for: Bleu 14. NO WETLANDS WITHIN 100' OF PROPOSED LEACHING. 15. ALL PIPING TO BE 4" SCH 40 O 1/8"/FT (UNLESS SPECIFIED) Design and Site Plan by: SCALE DRAWN DATE MEYER&SONS,INC. N.T.S. DMM 12/18/21 PO BOX 981 REV DATE EAST SANDWICH,MA 02537 CHECKED SHEET NO. 508-362-2922 D M M 2 of 2