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HomeMy WebLinkAbout0155 ACORN DRIVE - Health 155,Ac6rii Drive (Usterville A= 144-0 i 8 / TOWN.OF BARNSTABLE LOCATION /SS /9cu✓^ 7j SEWAGE# ZZ)10— g1ci VILLAGE 0 S Atv1,/lc ASSESSOR'S MAP&PARCEL /4/V INSTALLER'S NAME&PHONE NO. e'alk"Ide Z LUd-,P SEPTIC TANK CAPACITY LEACHING FACILITY:(type) y Qu de S� (size) //.3 y z V NO.OF BEDROOMS 3 OWNER V,Cka,& Svyl PERMIT DATE: La-(o— Zd l® COMPLIANCE DATE: Separation Distance Between the: Maximum Adjusted Groundwater Table to the Bottom of Leaching Facility 1;7TL /oo '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 L-aching Facility(if any wetlands exist within 300 feet of leaching facility). feet FURNISHED BY Cia A2 Yb.o 3 4q.,57 Lli A� q i,3 �S 33•a - S �b 3�•s � m t3► al.o �i as.o 63 a9 •,) $S ma.S `i No.20to `� 1 Fee 10 THE COMMONWEALTH OF MASSACHUSETTS Entered in computer: PUBLIC HEALTH DIVISION-TOWN OF BARNSTABLE, MASSACHUSETTS Yes ftphration for Vsposar 6pstem Construction Permit Application for a Permit to Construct( ) Repair(V� Upgrade( ) Abandon( ) ❑Complete System ❑Individual Components Location Address or Lot No. i5s Rt°arY1 _%�T'^-e Owner's Name,Address,and Tel.No. i os A"Xl�e PA A_ .J Assessor's Map/Parcel tQ c 00+ K-A f OS).onvr�� Installer's Name,Address,and Tel.No. Designer's Name,Address,and Tel.No. s D a c177 `5_3 13 e&-Pe C a 81 1 War( S F m a& �I.Gd 0216 3S 12 R, - Type of Building: Dwelling No.of Bedrooms 3 Lot Size 12 r oo O sq.ft. Garbage Grinder( ) Other Type of Building `(Z e S No.of Persons Showers( ) Cafeteria( ) Other Fixtures Design Flow(min.required) 3 gpd Design flow provided 3 3 6 gpd Plan Date t Z- Z _ Number of sheets Revision Date Title Size of Septic Tank /,foo ?t- Y u Type of S.A.S. 1( Q u.c c Description of Soil - v� - F - ._ -e\cj 0 3(o 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 Compliance has been issued by this Board of Health. Si ed Date Application Approved by Date !2— 6 Z01 0 Application Disapproved by Date for the following reasons Permit No.Z_01 D °� Date Issued /Z-6" y 1 f N0.,7010 Fee �� • �� THE�WmMONWEALTH OF MASSACHUSETTS Entered in computer: PUBLIC HEALTH DIVISION -TOWN OF BARNSTABLE, MASSACHUSETTS Yes a ' i• 2pplitatlon for Disposal 6pBtrm Cons trurtion Permit / Application for a.Permit to Construct( ) Repair(V� Upgrade( ) Abandon( ) ❑Complete System ❑Individual Components Location Address or Lot No. Owner's Name,Address,and Tel.No. p< {rIi1I<, dY1 4 OvlpD e\e-L e,-J JrveIu" e Assessor's Map/Parcel l 3tic t S4&vi (e Installer's Name,Address,and Tel.No. Designer's Name,Address,and Tel.No. sog cl)� 5-3►3 ec(3, ti,ic� c. 4!Ava_ 10-4 nse5 f'rslv�errl is viol- (4S Type of Building: Dwelling No.of Bedrooms Lot Size J Z,ov y sq.ft. Garbage Grinder( ) Other Type of Building `R e S No.of Persons Showers( ) Cafeteria( ) Other Fixtures Design Flow(min.required) 3 gpd Design flow provided G gpd Plan Date t Z. - 2 +cam Number of sheets Revision Date Title Size of Septic Tank /-J-00 , v Type of S.A.S. a Z( ,r r J SJd>te r�s S Description of Soil - v r1 E Nature of Repairs or Alterations(Answer when applicable) Date last inspected: Agreement: - :3 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 ed � Date Z I a•�� — O f O Application Approved by Date 12— 6 Zyr L Application Disapproved by Date for the following reasons Permit )o.0010 Date Issued /Z^6 THE COMMONWEALTH OF MASSACHUSETTS BARNSTABLE,MASSACHUSETTS Certificate of Compliance , THIS IS TO.;CERTIFY,that the On-site Sewage Disposal system Constructed( ) Repaired(A Upgraded( ) y. Abandoned( )by 1 of�e zv j at /S &(to(0 'i�)r` has been constructed in accordance with the provisions of Title 5 and the for Disposal System Construction Permit No Zaiv dated JZ'6^ 10 Installer 4.nr s.r Designer s P r,r r rtitia r�/u/�� 5 #bedrooms 3 Approved design flo� 3 gpd The issuance of/�his�`ermit shall not be construed as a guarantee that the system w�ilPfuric ion as desibed. Date .Z/�J;/ Inspector -(.,� 4 V No. 7010 — 9 :71 Fee THE COMMONWEALTH OF MASSACHUSETTS PUBLIC HEALTH DIVISION -BARNSTABLE,MASSACHUSETTS - -- Disposal Epstein Construction Wrinit Permission is hereby granted to Construct( ) Repair Upgrade( ) Abandon( ) System located at SS /�ir,fr+ �retir 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 12- —G — Z'ni o Approved by / _ y r - 12/09/2010 20:41 5084775313 ENGINEERING WORKS PAGE 01 Town of Barnstable Regulatory Services Thomas F.Geiler,Director Public'Health Division Thomas McKean,Director 200 Main street, Hyannis,MA 02601. Office: 509-8624644 - Fax: 508-790-63o4 Date: Z q 1 a Sewage Permit# �o l o" � Assessor's Map/Paneel Installer A Pes er Certi tion Fong Designer: � � T. �cl--w � Installer: l'-� Address: i�� �t11 1 s I C. Address: (Io -7 4, 3 _ On I a-(,--Zoo Cq,r x 6'`ciA_ f:vLyyay R? s issued a permit to install a (date) (installer) septic system at 1 �S �G� � �rL G�SI�.�vil—�based on a design drawn by (address) Ms� r�`z dated 1 ZI Z-1 o (designer) a� I certify that the septic system referenced above was installed substantially according to the desi.4n, which may include minor approved changes such as lateral relocation of the distribution box and/or septic tank. Stripout (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 1.0' 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. Stripout(if re inspected and the soils were found satisfactory. OF 444 ptfER T. McEWTEE �. ( er's Signs ) NCIVI 08 AL (Designer's Signature) (A. xx tamp ere) PLEASE RETURN TO BARNSTADLE PUBLIC UALTH DM ON. CERT CATE OF COMPLIANCE WILL NOT BE ISSUEII y'I'P. BO HIS FORMAS- BL LT CARD ARE RECEIVED BY THE BARN TABLE FUBLIC HFAL H DIVISION, THANK YOU. gAoi°Hce forms\desiM=erti11cation form.doc i Town of BarnstableP# Department of Regulatory Services MASS Public Health Division Date 200 Main Street,Hyannis MA 02601 Date Scheduled_.1 2 Time lI) Fee'?d. /Ov Soil Suitability Assessment for Sewa,�a Disposal Performed By: Pe U `L-< i_,,e ��i" //� Witnessed By:_ y�� 7y17 Location Address LOCATION& GENERAL INFORMATION /J .7S 4(u r✓1 Pri ve. Owner's Name Nt'S U V-) 0 S,,��'�� Address Assessor's Map/Parcel: I y 01 Engineer's Name C r^ W1 Cif PIA-e . NEW CONSTRUCTION REPAIR Telephone# S E--7'3"-7 4 7 fa,F � Land Use 1 Slopes(9b) Sur �— �// Surface Stones f2- Distances from: Open Water Body 7 a,tr ft possible Wet Area Z + �ft Drinking Water,Well�? 1.50 ft Drainage Way 7 Zg o ft Property Line `�o�/— .ft Other ft SKETCH:(Street name,dimensions of lot,exact locations of test holes&perc tests,locate wetlands fn proximity to holes) I Parent material(geologic) 01 14- iG.I Depth to Bedrock Depth to Groundwater. Standing Water in Hole: d Weeping from Pit Face`- Estimated Seasonal High Groundwater ° 1(�'� j �CVL `` e DETERMINATION FOR SEASONAL HIGH WATER TABLE Method Used: Depth Observed standing in obs.hole: in. Depth to soil mottles: in. Depth to weeping from side of obs.hole: in, Groundwater Adjustment fr. Index Well# Reading Date: Index Well level _ Adj.factor Adj. Groundwater level Observation PERCOLATION TEST Date , Time + ' Hole# Time at 9" Depth of Pere °{Z Time at 6" Start Pre-soak Time @ Time(9"-6") End Pre-soak ^� t j yr.a VA Rate MinJinch �-Z , 5 ✓�: �• Z` —"� `` Site Suitability Assessment: Site Passed /{ Site Failed: Additional Testing Needed(Y/N) Original: Public Health Division Observation Hole Data To Be Completed on Back------ ***If percolation percolation test is to be conducted within 100' of wetland,you must first notify the. Barnstable Conservation Division at least one(1)week prior to beginning. Q:\SEPTIMERCFORM.DOC DEEP-OBSERVATION HOLE LOG Hole# Depth from Soil Horizon Soil Texture .Soil Color Soil Other Surface(in.) (USDA) (Munsell) Mottling (Structure,Stones;Boulders. i t n y,%Gravel) a - i Ate.s sh 3� i7n -7, s`t DEEP OBSERVATION HOLE LOG Hole# 'Z Depth from Soil Horizon Soil Texture Soil Color Soil Other Surface(in.) (USDA) (Munsell) Mottling (Structure,Stones,Boulders. onsistency,% ravel e) Lo A . L__C `6y0j Z 1?ra C, M-'F Swti.✓ 2�.��( -7/3 . 10 Z *` `5,"T 2� DEEP OBSERVATION HOLE LOG Hole# Depth.from Soil Horizon Soil Texture Soil Color Soil Other Surface(in.) (USDA) (Munsell) Mottling (Structure,Stones,Boulders. Co i to Gravel) DEEP OBSERVATION HOLE LOG Hole# Depth from Soil Horizon Soil Texture Soil Color Soil Other Surface(in.) (USDA) (Munsell) Mottling (Structure,Stones;Boulders. Consi t n 1 Flood Insurance Rate May: Above 500 year flood boundary No— Yes Within 500 year boundary No Yeses Within 100 year flood boundary No! 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? If not,what is the depth of naturally occurring pervious material? Certification I certify that on ��� (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 o Date Q:\SEPTICTERCFORM.DOC y UJ a } ( y � r, � � +1 to � f • t : iw f r � ..� �. . r w' ' .a. 1'! °?rtNa: - .. � .� • `, o,..� « ^1F•::u5i -V .+ ., ''�� -. �,... .. w r1 ' Y Y l F i it N .ar i i• , y r fi..,:-.,yY. z. c� LEGEND N —— 1 01--— EXISTING CONTOUR �D Food x 100.98 EXISTING SPOT GRADE W EXISTING WATER SERVICE a IS, o? �IN f Ci EXISTING WATER SERVICE p y --0.H:W.— OVERHEAD WIRES (D y 0 '�\ N TEST PIT c� LOCUS \ N 53.5510 BENCHMARK J O� \ c 100.00, � s ocA X 23.79 )x 22.94 0 / �� EXISTING CESSPOOL Ryes Ro TO BE & FILLED i n WIS ND PUMPED ABANDONED LOCUS MAP oa Or • r—r._r24 T OR REMOVED. NOTTO SCALE .94— L_ 1 + 2 PROPOSED SEPTIC TANKBenchmark Set � W� II PsP'°s �'z =a ' (' GENERAL NOTES: WHITE PAINT MARK AT 23,14{ iTpt2 T 7 -1 i ( + 1,48 PROPOSED SEWER CONNECTION CORNER OF CONC. PAD 11 I ��1-1-1�J \ 2 FT. FROM HOUSE 1. ALL CHANGES TO THIS PLAN MUST BE APPROVED BY THE LOCAL TP-1 I \ EXISTING 4" C.I. PIPE BOARD OF HEALTH AND THE DESIGN ENGINEER. EL.=23.28 Assumed datum .' �\ 1 � � I INV.=20.51t(VERIFY) \ O ��- 21.4 2. ALL WORK AND MATERIALS SHALL CONFORM TO THE REQUIREMENTS t -k 45\ N 9�•. OF THE STATE ENVIRONMENTAL CODE, TITLE V, AND ANY APPLICABLE T 0". � LOCAL RULES AND REGULATIONS. DECK (�� ��. �\ w 3. THE SEWAGE DISPOSAL SYSTEM SHALL NOT BE BACKFILLED PRIOR + 21\24 TO INSPECTION AND APPROVAL BY THE BOARD OF HEALTH AND THE o DESIGN ENGINEER. 11�� n 0 ; c� �I� \\\ C� 4. ANY CONDITIONS ENCOUNTERED DURING CONSTRUCTION DIFFERING o o x 23,20i \ o P FROM THOSE SHOWN HEREON SHALL BE REPORTED TO THE DESIGN \M — /EX/STING \\ � toENGINEER BEFORE CONSTRUCTION CONTINUES. ( GARAGE HOUSE(#155) N 5. ALL ELEVATIONS BASED ON ASSUMED DATUM. \ 6. THE DESIGN ENGINEER IS NOT RESPONSIBLE FOR THE FAILURE OF o T.O.F.=23.7f� `\ THE CONTRACTOR OR OWNER TO NOTIFY THE LOCAL BOARD OF : \ HEALTH FOR PROPER INSPECTIONS DURING CONSTRUCTION. I 21.4811 7. WATER SUPPLY PROVIDED BY TOWN WATER SERVICE. 4,52 2270 x PORCH x 2 .93 8. THERE ARE NO WELLS WITHIN 150' OF THE PROPOSED S.A.S. IP3,30 i' QD ; '' ' . '' ' . . . �� v� 9. ALL AREAS CLEARED FOR CONSTRUCTION SHALL BE RESTORED AS � + 22,22 SH. +'21.93 �;' iv/ AGREED UPON BY OWNER AND CONTRACTOR OR AS OTHERWISE 2'2.30 cb ,� o.v� DIRECTED BY THE APPROVING AUTHORITIES. (LOT 28) ✓ 10. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO VERIFY THE LOCATION OF ALL UNDERGROUND UTILITIES, PRIOR TO BEGINNING APN 144-018 _�`�� : CONSTRUCTION. o 20.79 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 C, ,��#' ' *1* REPLACE WITH CLEAN SAND AS SPECIFIED IN 310 CMR 255(3). �� OF M4S 12. AREAS REQUIRING STRIPOUT OF UNSUITABLE MATERIALS SHALL BE 1'00.00. Q� 9� INSPECTED BY DESIGN ENGINEER PRIOR TO BACKFILL. N ,•53°55'10" E 20,50 o PETER T. �G� 13. THIS PLAN IS TO BE USED FOR SEPTIC SYSTEM PURPOSES ONLY AND 21.08 10 x 20,19 MCENTEE IS NOT TO BE CONSIDERED A PROPERTY LINE SURVEY. CIVIL e ge 20.71 of pavement - 19,92 No. 35100 PROPOSED SEPTIC SYSTEM UPGRADE PLAN 21,38 PK SET'14 R Q EG/SZE �. F NA G` 155 ACORN DRIVE, OSTERVILLE, MA ACORN DRI VE Cam 1 z13d j Prepared for: Capewide Enterprises, P.O. Box 763, Centerville, MA 02632 `Lc r-1 f OWNER OF RECORD Engineering by: SCALE DRAWN JOB. NO. NELSON, RICHARD W & BARBARA Engineering Works, Inc. 1"=20' P.T.M. 246-10 145 ACORN ROAD 12 West Crossfield Road, Forestdole, MA 02644 DATE CHECKED SHEET NO. OSTERVILLE, MA 02655 (508) 477-5313 12/2/10 P.T.M. 1 Of 2 I i NOTE: TO PREVENT BREAKOUT, THE PROPOSED l_- 24' FINISH GRADE SHALL NOT BE < EL.20.17 -----------"' FOR A DISTANCE OF 15' AROUND THE T I PERIMETER OF THE S.A.S. PROPOSED w I S.A.S. I SEPTIC TANK PROPOSED D-80X PROPOSED S.A.S. � INSTALL RISERS & COVERS OVER INLET & INSTALL RISER & WATERTIGHT INSTALL INSPECTION PORT OVER END UNIT T.O.F. OUTLET AND SET TO 6' OF FINISH GRADE COVER SET TO 6" OF GRADE EXISTING F.G. EL: 23.1(MAX.) No 9 F.G. EL.=22.2t F.G. EL: 22.3f o ��• st• �q MAINTAIN 2% GRADE (MIN.) OVER S.A.S. DECK L B' L = 8' L - 7'(MAX) INSPECTION ® S=1% (MIN.) ® S=1% (MIN.) p S=l% (MIN.) PORT 4"SCH40 PVC 4"SCH40 PVC 4"SCH40 PVC 6" to°t la 8" 3.3" TO EXISTING INV.=20.35J as" uoulD INVERT GARAGE HOUSE(#155) LEVEL I. �'%23.7f� GAS BAFFLE INV.=20.02 PROPOSE D INV.=19.85 r 4 ROWS W/6 UNITS AT 4'/UNIT 24' INV.=20.10 � INV.=19.78 SOIL ABSORPTION SYSTEM (PROFILE) Am ma S.A.S.LAYOUT PROPOSED SEPTIC TANK ESTABLISH VEGETATIVE COVER TIE IN TO EXISTING �BACKFILL WITH CLEAN NATIVE OR SEWER, 2' OFF HOUSE PE SAND TO TOP OF CHAMBERS IINV.=2b.5, t (VERIFY) BREAKOUT=T 96 NOTES: TOP ELEV.=20.17 1) CONTRACTOR SHALL VERIFY ALL EXISTING PIPE INV. ELEV.=19.78 INVERTS, PRIOR TO INSTALLATION. BOTTOM ELEV.=19.50 2) SEPTIC TANK & D—BOX SHALL BE SET LEVEL AND INVERT 3.3" TRUE TO GRADE ON A MECHANICALLY COMPACTED SIX INCH CRUSHED STONE BASE, AS SPECIFIED 5' MIN. ABOVE BOTTOM OF i IN 310 CMR 15.221(2). T.P. EXCAVATION OR G.W. EFFECTIVE;WIDTH=11.3' 3) INSTALL INLET & OUTLET TEES AS REQUIRED. EXISTING SUITABLE 4) GAS BAFFLE TO BE INSTALLED ON OUTLET TEE ESTIMATED MSHGW, EL=14.3 — MATERIAL QUICK4 PLUS END CAP AS MANUFACTURED BY TUF-TITE, ZABEL OR EQUAL. 4 ROWS OF 6 INFILTRATOR QUICK4 PLUS STANDARD LOW PROFILE UNITS WITH NO STONE & NO SEPARATION BETWEEN EACH ROW SEPTIC SYSTEM PROFILE TYPICAL SECTION 52" _ - TOP VIEW N.T.S. SOILLOG (EFFECTIVE LENGTH) DESIGN CRITERIA DATE: DECEMBER 2, 2010 (REF#13,153) 8" NUMBER OF BEDROOMS: 3 BEDROOMS SOIL EVALUATOR: PETER McENTEE PE WITNESS: DAVID STANTON R.S.. SOIL TEXTURAL CLASS: CLASS I HEALTH AGENT FRONT VIEW 34' DESIGN PERCOLATION RATE: <2 MIN/IN ELEV. TP— 1 DEPTH ELEV. TP-2 DEPTH SIDE VIEW DAILY FLOW: 330 G.P.D. 22.6 A 0" 2.2.8 A 0" QUICK4 PLUS STANDARD LOW PROFILE DESIGN FLOW: 330 G.P.D. LOAMY SAND LOAMY SAND —� 10YR 4/2 i 10YR 4/2 -- GARBAGE GRINDER: NO 21.8 10" 22.0 1 p" INFILTRATOR SYSTEMS,INC. B B 6 BUISNESS PARK ROAD INFILTRATOR SYSTEMS LEACHING AREA REQUIRED: (330) = 445.9 S.F. LOAMY SAND LOAMY SAND P.O.BOX768 QUICK4 PLUS 74 19.6 10YR 5/8 36" 19.8 10YR 5/8 36, OLD SAYBROOK,CT 06475 PROPOSED TANK: 1 500 GALLON CAPACITY C1 C1 PH.(800)221-4436 STANDARD LOW PROPOSED D—BOX:: 1 INLET, 4 OUTLET (MINIMUM), H-10 RATED PERC FX.(860)577-7001 PROFILE 30"/42" WWW.INFILTRATORSYSTEMS.COM USE 4 ROWS OF 6 — INFILTRATOR QUICK4 STANDARD M-F SAND M-F SAND PROPOSED SEPTIC SYSTEM UPGRADE PLAN LOW PROFILE UNITS WITH NO STONE 2.5Y 7/3 2.5Y 7/3 155 ACORN DRIVE, OSTERVILLE, MA 14.3 MOTTLING = 100" 14.3 MOTTLING _ 102" 7.5YR 5 8 - 7.5YR s 8 - Prepared for: Capewide Enterprises, P.O. Box 763, Centerville, MA 02632 SIDEWALL AREA: NOT APPLICABLE / / BOTTOM AREA: (GENERAL USE APPROVAL FOR 4.73 SF/LF OF UNIT) 13.6 STG. GW. = 108" 13.6 STG. GW. 110" Engineering by: SCALE DRAWN JOB. N0. 24 UNITS x 4.0 LF x 4.73 SF/LF = 454.1 SF 12.6 120" 12.8 120" Engineering Works, Inc. NTS P.T.M. 246-10 DESIGN FLOW PROVIDED: 0.74 x 454.1 = 336.0 GPD PERC RATE <2 MIN/IN. ("B/C" HORIZONS) 12 West Crossfield Road, Forestdole, MA 02644 DATE CHECKED SHEET NO. MAX. SEASONAL HIGH GROUNDWATER ©100"-MOTTLING (508) 477-5313 12/2/10 P.T.M. 2 Of 2