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HomeMy WebLinkAbout0056 NICKERSON ROAD - Health 56 NICKERSON DRIVE COTUIT -- - ---- - --- --- -- - - j A = 018 - 101 TOWN OF BARNSTABLE LOCATION�56 K�j(K.e r<l PnJJ SEWAGE# VILLAGE p- (d j i' ASSESSOR'S MAP&PARCEL INSTALLER'S NAME&PHONE NO. �i SEPTIC TANK CAPACITY (SM qQ,I . 3qZ 0oq r LEACHING FACILITY:(type) q(Q 1, ChQ,h^l tfS (size) J+ S NO.OF BEDROOMS II� OWNER 1 1 111 r PERMIT DATE: ► COMPLIANCE DATE: 1 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 leac T acility) Feet FURNISHED BY N 9.?bi X � � Q i d � .0000 WC Cb s C B No. 2 ,e Fee r ao THE COMMONWEALTH OF MASSACHUSETTS Entered in computer: PUBLIC HEALTH DIVISION - TOWN OF BARNSTABLE, MASSACHUSETTS Yes A•;� application for Disposal *pWin Construction 3permit Application for a Permit to Construct( ) Repair( ) Upgrade X Abandon( ) Complete System ❑Individual Components Location Address or Lot No. �j � ��a�d I� Owner's Name,Address,and Tel.No. Assessor's Map/Parcel S Installer's Name,Address,and Tel.No. esigne s Name,Address,and Tel.No. p a 0 0 ��1 Type of Building: Dwelling No.of Bedrooms // Lot Size sq.ft. Garbage Grinder( ) Other Type of Building b No.of Persons Showers( ) Cafeteria( ) Other Fixtures Design Flow(min.required) gpd Design flow provided', gpd Plan Date r Number of sheets Revision Date Title ut Size of Septic Tank Type of S.A.S. SOD rIgh, Description of Soil Nature of Repairs or Alterations(Answer when a plicable) 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 o"Enviro l Code and not to place the system in operation until a Certificate of Compliance has been issued by this Bo d Si Date 4 Application Approved by - Date Application Disapproved by ; Date for the following reasons Permit No. ZVZ 1 - /0(y Date Issued "1 I �! �Z-+ .n.. +c.. � �*-_ s+«b.r � "�: ,•f r `t ro- ,5• , +. �.- -rh •V`?r.� rf _..i Y-.,,... r ..�+.�,��•.a.•: .�,,..,. No. /06 ;_ ! 41� Fee 4100 THE COMMONWEALTH OF MASSACHUSETTS 1' Entered in computer: I,esR PUBLIC HEALTH DIVISION,- TOWN OFBARNSTABLE, MASSACHUSETTSa .2pplication for 33I,sposal �C astrUction i3ermitiiik � ;,: Application for a Permit to Construct( ) Repair( ) Upgrade( Abandon( ) XComple�,,te System ❑Individual Components �11 Location Address or Lot No. � �Q I n Gulf Owner's Name,Address,and Tel.No. � Assessor's Map/Parcel �' Lr(1� b �,-$ # Gk Pv )h w-4. Installer's-Naine,Address,and Tel.No. De§i s NamejAddress,and Tel.No. Type of Building: J Dwelling No.of Bedrooms Lot SizeAid sq.ft. Garbage Grinder Other Type of Building �. No.of Persons Showers( ) Cafeteria( ) Other Fixtures Design Flow(min.required) gpd Design flow provided A,54 ' r gpd Plan Date 331 I1J !�;l Number of sheets Revision Date rt Title wvs-t GI AL to ! r`� �it iC Y !� • d ,. Size of Septic Tank / Type of S.A.S. 191 . "o O 1 y 1 Description of Soil _,�� W Oil k-ia Nature of Repairs or Alterations(Answer when applicable) t r. fVF 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 o th2ealth. Environmental Code and not to place the'system in operation until a Certificate of Compliance has been issued by this Board ;f Sgne`d :i. - - hal aa*, Date _ - Application Approved b �� IV, I l PP PP Y Date A ,1 3V 7 0 & v Application Disapproved by {/ �.: Date for the following reasons Permit No. Z0Z 1 r P n(a Date Issued ' may, .:�v- ----- - - _ A -_ THE COMMONWEALTH OF MASSACHUSETTS r Y4 BARNSTABLE,MASSACHUSETTS Certificate of Compliance THIS IS TO CERTIFY,that the On-site Sewage Disposal system Constructed(:; ) Repaired( ) Upgraded Abandoned( )by at Q �� �,/�/� has been constructed in accordance with the provisions-of Title 5 and the for Disposal System Construction Permit No.&Z) t tGL, dated 1 j & Y s Installer F riyi lhh Designer ( h ( rq, l /r WkS #bedrooms 4 Approved desi0flow�^ ^ gpd The issuance of this permit shall shhall not be construed as a guarantee that the system will functio aS°,d signed. Date '7 /o� I Ins ector � ? P ----------------------------- - - - No. �i (} .�� e �-. Fee THE COMMONWEALTH OF MASSACHUSETTS 'r PUBLIC HEALTH DIVISION-BARNSTABLE,MASSACHUSETTS Misposal *pStem ConetrUctlon jUrmit Permission is hereby granted to Construct( ) Repair( ) Upgrade(X) Abandon System located at c 1 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. •p Provided:Construction must be completed within three years of the date of this permit. Date . "1 Z Approved b -' _ PP Y - i. Town, of Barr'istable KEr° Regulatory.Services Richard V.Se9Ii,Interim Director t BAWiSTAIiu!, - M" Pub He Realth-Division 639 �o F 'Thomas.`WKeati,.Director 20t1 Nlain Street,Hyannis,MA.02(t)T < . . O:f ice`50&-8b2 96Aa Fax: 508-190-6304 Lnstaller&DesfQrer Certification .Form Date:; "lL��. `Sewa re Perrtiit# Assessor's IVlauCl'arcel . Designer: c s h e. n,,s,.� ;. �a1C Installer: S. E sc C 4,yct4-iq Addr.e§s 12.,1�J, _Criss Od:t-d Address; ' ,13.tly i to A Gz6yy r��s ���� MA- d�:.� � On t-k'tri r?n `S cart 4 rt6tivas issued a permit to install'a (date) , �(instalicr) p J. - septic..s}5tem at ✓rya '%�tGQiSO.'i';1�:� �}" t based on a design�dra�vn-by. ry-(address) �n �n.Eer?rt_9 .hla �Lcsr:Jcc 'dated .-3 j'�'g�2 (;destgper)_. I';certify;that thepseptic�system referenced above was installed substantially according to the design, which may uiclude"minor approved:changes such as laterat relocation of the distribution box'andlo-Cs iic fault �Strtp,aut(rf required) ��as,inspected-and the soils ,were found satisfactory;'. `T-oerdfy' that"lie septic system ceferei�eed,above was,installed witb.major:c}ianges (i.e. ¢�.reater:than.10'lateral'reUetaion of the SAS orany vertical reloca.iior of any component of the septic system).buv in accordance with:State&Local Regulations. Plan revision or .certified as-built by,des?gner to.follo(u Strip-o.ut(if required)was,:inspected and the soils were found satis0di66ry.e, a,ccrtifu that the'systeiri refcienceil.above wa`s•`constructed°in with the terms of't e til approval lefters,(ifapplicable). 1N installer:'s'Signature). ►Ac ► oe N0.35 ISO esig ier's Signature). (Affix-Des ere) PLEASE RETURN':TO PUBLIC HEALTH DIVISION. CERTIFICATE OF COMPLIANCE WILL NOT BE ISSUED-UNTIL BOTH THIS FORM AND AS- :13C7ILT CARD 4RE RECEIVED BY,THG'BARNSTA>3L>v P 3LIC HEALTH DIVISION. TIiANK YOU' Q eptic�Dzsig ier certifi=ion Form Rev 8-i4-.13.doc Engtneers note:This'cortificalion limited io an as-buiitmspection of syslem compdnanls as installed prior to backfill.The engineer-did Rot supervise construction Of':d syslem:The installer assumes responslbifity for all materials,vmeenanship,backtilling to specilied grades with propercornpaoilon,and setting riserscovars as shown on the design plan-- , a ——6 4—— EXISTING CONTOUR © f' x 60.98 EXISTING SPOT GRADE —W EXISTING WATER SVC. q —G EXISTING GAS SERVICE OVERHEAD WIRES 7 TEST PIT MBA o2` BENCHMARK 143 I LEGEND BK 19-pG 0. LOCUS MAP \ 100.00't PARCEL ID: 18-101 \ 20,955±S.F. N \ x 14.89 BENCHMARK \\ ORANGE DOT/SONO EL.=29.31 18,67 _ — — EXISTING CESSPOOL TO BE REMOVED 24.74 SEE NOTE 11, SHEET 2 /-- -- - - - - - 26 \x25.81 N p O \ SHED A 27.5 2 _ DECK 6 77 T.1 SONOB 29.3 O O 27,45 >, 15 x 28. PARTIAL IN—GROUND 33,9 PROPOSED S.A.S. F �``��' —�i-- 30 41 SWIMMING POOL 3-500 GALLON CHAMBERS ., x SURROUNDED W/4' OF STONE TP_2 + 8.18 29X 8 0 0 PROPOSED SEPTIC TANK 2 2 - DECK ENCLOSED PATIO above) PORCH ADD LEANOUT �0.4134.78 I EXISTING CESSPOOL EXISTING I TO BE PUMPED, FILLED WITH SAND & ABANDONED f GA HOUSE(#56) I T.O.F.=35. x 7f 34.80 s I c� F.F.=36.6f I B.F.28.6t 33,31 I �. PAVED' I ti o? 133.97 ::`DRIVEWAY.. :::. �,� OF ,y4,ss9c x 33.65 x yG . ... .�...:... .,. .: 1 o PETER T. fc 34. McENTEE CIVIL 0' 34.10 No. 35109 OXV7 S UTILITY POLE BRACE �. H DGE 100.00' 30.25 RR TIE RET. WALL K SET. 33.32 PAVEMENT 32.04 31,38 30,96 33.02 EDGE OF 32,41 OWNER OF R NICKERSON ROAD KNIGHT, PHILIP IP A A & MARILYN 56 NICKERSON ROAD COTUIT, MA 02635 Engineering by: SCALE DRAWN JOB. NO. PROPOSED SEPTIC SYSTEM UPGRADE PLAN Engineering Works, Inc. 1 =20 P.T.M. 159-21 12 West Crossfield Road, Forestdale, MA 02644 DATE CHECKED SHEET No. 56 NICKERSON RD COTUIT MA (508) 477-5313 3/18/21 P.T.M. 1 of 3 Prepared for: Philip Knight, 56 Nickerson Rd, Cotuit, MA 02635 S NOTE: TO PREVENT BREAKOUT, FINAL GRADE SEPTIC TANK SHALL NOT BE AT, OR BELOW, EL.=24.0 INSTALL RISERS & COVERS OVER INLET & FOR A DISTANCE OF 15' FROM THE EDGE OUTLET AND SET TO 6" OF FINISH GRADE PROPOSED D-BOX OF THE PROPOSED S.A.S. INSTALL RISER & COVER PROPOSED S.A.S. SET TO 6" OF GRADE INSTALL RISER & COVER OVER ONE CHAMBER AND BASEMENT FLOOR EL=28.6t SET TO 3" OF F.G. TO SERVE AS INSPECTION PORT F.G. EL.=28.5f F.G. EL.=28.5t F.G. EL.--28.0f F.G. EL.=26.8t to 28.2t MAINTAIN 2% SLOPE OVER S.A.S. L = 22'(MAX.) L = 7' C� S=1% (MIN.) :17 ® S=1% (MIN.) L 18' 4"SCH40 PVC 4"SCH40 PVC SCH4 (MIN.) 2" LAYER OF 1 8" TO 1 2" 6., 4"SCH40 PVC / / DOUBLE WASHED STONE 10"I n 14„ g 1/ aaaaaa0 (OR APPROVED FILTER FABRIC) 2' EFF. aaaaaaa INV.=26.00 48' LIQUID DEPTH a00a006 -3/4e TO 1-1/2" DOUBLE LEVEL WASHED STONE ADD INV.=25.27 PROPOSED 4' 4.8' 4' GAS BAFFLE A BOX INV.=25.10 EFFECTIVE WIDTH = 12.8' lid INV.=25.75 3 OUTLETS INV.=24.50 3-500 GALLON LEACHING CHAMBERS PROPOSED SEPTIC TANK SURROUNDED WITH STONE AS SHOWN CONNECT TO EXISTING SUITABLE SEWER PIPE/S AT HOUSE, AT OR ABOVE, INV.=27.Ot(verify) H-10 RATED TOP CONC. ELEV.=25.3t BREAKOUT ELEV.=25.00 NOTES: INV. ELEV.=24.50 aaaaa 1) CONTRACTOR SHALL VERIFY ALL EXISTING PIPE aaaa9aaaa6a aaaaaaaaaaa INVERTS, PRIOR TO INSTALLATION. BOTTOM ELEV.=22.50 2) SEPTIC TANK & D-BOX SHALL BE SET LEVEL AND 4' 3 x 8.5' = 25.5' 4' TRUE TO GRADE ON A MECHANICALLY COMPACTED 4' OF NATURALLY OCCURRING EFFECTIVE LENGTH = 33.5' STABLE BASE OR SIX INCH AGGREGATE BASE, AS PERVIOUS MATERIAL SPECIFIED IN 310 CMR 15.221(2). 5 (MIN.) ABOVE G.W. 3) INSTALL INLET & OUTLET TEES AS REQUIRED. BOTTOM OF SUITABLE OILS, EL.=16.0 _ LEACHING SYSTEM SECTION 4) A GAS BAFFLE SHALL BE INSTALLED ON OUTLET TEE NO GROUNDWATER ENCOUNTERED AS MANUFACTURED BY TUF-TITE, ZABEL OR EQUAL. SEPTIC SYSTEM PROFILE GENERAL NOTES: SOIL LOG 1. ALL CHANGES TO THIS PLAN MUST BE APPROVED BY THE LOCAL DATE: MARCH 12, 2021 (REF#TPT-21-56) BOARD OF HEALTH AND THE DESIGN ENGINEER. SOIL EVALUATOR: PETER McENTEE SE#1542 2. ALL WORK AND MATERIALS. SHALL CONFORM TO THE REQUIREMENTS WITNESS: DAVID STANTON R.S. HEALTH AGENT OF LLOCALERULESEAND (RONMENTAL REGULATIONS OEXCEPTLASVREQUD ANY ESTED BELOW: ELEV. ELEV. TP- 1 DEPTH ELEV. TP-2 DEPTH -310 CMR 15.405 1(b) - LOCAL UPGRADE APPROVAL 28.0 0" 27.5 0" 1. A 5' variance, S.A.S. to pool foundation wall, for a 15' setback. FILL FILL 2. A 2' variance to 3' max. cover, for 5' of cover over S.A.S. 3. THE SEWAGE DISPOSAL SYSTEM SHALL NOT BE BACKFILLED PRIOR 26.3 A 20" 26.0 A 18" TO INSPECTION AND APPROVAL BY THE BOARD OF HEALTH AND THE LOAMY SAND LOAMY SAND DESIGN ENGINEER. 10YR 4/2 10YR 4/2 4. _ANY CONDITIONS ENCOUNTERED DURING_CONSTRUCTION.DIFFERING 25.8 B 26" 25.5 6 24" FROM THOSE SHOWN HEREON SHALL BE REPORTED TO THE DESIGN _ ENGINEER BEFORE CONSTRUCTION CONTINUES. LOAMY SAND LOAMY SAND PERC 5. ALL ELEVATIONS BASED ON ASSUMED DATUM. 10YR 5/6 10YR 5/6 20"/38" 6. THE DESIGN ENGINEER IS NOT RESPONSIBLE FOR THE FAILURE OF 23.5 42" 24.0 42" THE CONTRACTOR OR OWNER TO NOTIFY THE LOCAL BOARD OF C HEALTH FOR PROPER INSPECTIONS DURING CONSTRUCTION. MED. SAND MED. SAND 7. WATER SUPPLY PROVIDED BY TOWN WATER SERVICE. 2.5Y 6/6 2.5Y 6/6 8. THERE ARE NO WELLS WITHIN 150' OF THE PROPOSED S.A.S. 9. ALL AREAS CLEARED FOR CONSTRUCTION SHALL BE RESTORED AS AGREED UPON BY OWNER AND CONTRACTOR OR AS OTHERWISE 16.5 138" 16.0 138" DIRECTED BY THE APPROVING AUTHORITIES. 10. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO VERIFY PERC RATE <2 MIN/IN. "B" HORIZON THE LOCATION OF ALL UNDERGROUND UTILITIES, PRIOR TO BEGINNING NO GROUNDWATER ENCOUNTERED CONSTRUCTION. 11. WHERE REQUIRED, CONTRACTOR SHALL REMOVE ALL UNSUITABLE SOILS IN THE AREA BENEATH AND FOR 5' ON ALL SIDES OF THE S.A.S. AND REPLACE WITH CLEAN SAND AS SPECIFIED IN 310 CMR 255(3). 12. AREAS REQUIRING STRIPOUT OF UNSUITABLE MATERIALS SHALL BE INSPECTED BY DESIGN ENGINEER PRIOR TO BACKFILL. 13. THIS PLAN IS TO BE USED FOR SEPTIC SYSTEM PURPOSES ONLY AND - NOT CONSIDERED TO BE A PROPERTY LINE SURVEY. 1EXISTING HOUSE(#56) DESIGN CRITERIA EXISTING NUMBER OF BEDROOMS: 4 HOUSE(#56) SOIL TEXTURAL CLASS: CLASS I back of house DESIGN PERCOLATION RATE: <5 MIN/IN (0.74 GPD/SF LOADING RATE) bock o house ENCLOSED DECK 0 DAILY FLOW: 440 GPD 137, PORCH (above), IO DESIGN FLOW: 440 GPD DECK GARBAGE GRINDER: NO (above) ��^� O LEACHING AREA REQUIRED: (440 GPD) = 594.6 SF r / .74 GPD SF ON SONOTORANGE DOT � UBE -- - -- j PROPOSED SEPTIC TANK: 1500 GALLON H-10 CAPACITY 7 7 40 1 PROPOSED DISTRIBUTION BOX: 1 INLET, 3 OUTLETS I 1 USE 3-500 GALLON LEACHING CHAMBERS IN SERIES 1 _ �38.9. i SURROUNDED BY DOUBLE WASHED STONE ON ALL SIDES PROPOSED S.A.S. SIDEWALL AREA: 2(12.8' + 33.5') X 2 = 185.2 S.F. 3-500 GALLON CHAMBERS ?24�, 03HS BOTTOM AREA: 12.8' x 33.5' - 428.8 S.F. SURROUNDED W/4' OF STONE TOTAL AREA:.............................................................. 614.0 S.F. SEPTIC LAYOUT DESIGN FLOW PROVIDED: 0.74 GPD/SF(614.0 SF) = 454.3 GPD Engineering by: SCALE DRAWN JOB. NO. PROPOSED SEPTIC SYSTEM UPGRADE PLAN Engineering Works, Inc. N.T.S. P.T.M. 159-21 12 West Crossfield Road, Forestdole, MA 02644 DATE CHECKED SHEET NO. 56 NICKERSON RD COTUIT MA (508) 477-5313 3/18/21 P.T.M. 2 of 2 Prepared for: Philip Knight, 56 Nickerson Rd, Cotuit, MA 02635