Loading...
HomeMy WebLinkAbout0294 POPONESSETT ROAD - Health 294 Poponessett Road — Cotuit A = 019 - 060 TOWN O,F,.BBARNSTABLE LOCATION 214 1G�4 'F0 FO S C 1 SEWAGE# 20 Z/ ' 06 6 VILLAGE (a rU 1 1 ASSESSOR'S MAP&PARCEL 019 V 60 INSTALLER'S NAME&PHONE NO. 669 lu AI F*" So d'274,'q75-3 SEPTIC TANK CAPACITY Sd© �!y LEACHING FACILITY: (type) (size) NO.OF BEDROOMS j OWNER2- PERMIT DATE: Z COMPLIANCE DATE: Z 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 IVA, 300 feet of leachin ity) Feet FURNISHED BY ®►�i+E� °F 14I2 1s A-3 � 2S,ZIa � y A 57 fill 30,E a 3 �9 42� oo No. Fee .3 / THE COMMONWEALTH OF MASSACHUSETTS Entered in computer: PUBLIC HEALTH DIVISION - TOWN OF BARNSTABLE, MASSACHUSETTS Yes 01ppfiratiou for Misposal 6pstem Construction permit Application for a Permit to Construct( ) Repair( ) Upgrade(Abandon( ) ❑Complete System ❑Individual Components Location Address or Lot No. 2 q+ OO/�/ESSc? �D. Owner's Name,Address,and Tel.No. c� Assessor's Map/Parcel 0 0.. Installer's Name,Address,and Tel.No. 'RAA/G6I CO.l 1, Designer's Name,Address,and Tel.No. Type of Building: .E Sd!Y- Z 7 S3 Dwelling No.of Bedrooms Lot Size r �t sq.ft. Garbage Grinder Other Type of Building No.of Persons Showers( ) Cafeteria( ) Other Fixtures Design Flow(min.required) 30 gpd Design flow rovided :3 D gpd Plan Date / h/Z / Number of sheets Revision Date Title Size of Septic Tank Type of S.A.S. 10 X 7-1 Description of Soil SEE 7J6AZ Nature of Repairs or Alterations(Answer when applicable) 2E'R I A({ F i S SQ 1 S h 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 Signed Date /2 j Application Approved by Date Application Disapproved by Date for the following reasons Permit No. — Date Issued `'j r 3 ' �-� A. Ub d No 4 Fee THE COMMONWEALTH OF MASSACHUSETTS Entered in computer. •" `' Yes PUBLIC HEALTH DIVISION -TOWN OF BARNSTABLE, MASSACHUSETTS 2pplitation for Mispboal *pstent Construction Vermit Application for a Permit to Construct( ) Repair( ) Upgrade(✓) Abandon( ) ❑:Complete System ❑Individual Components Location Address or Lot No.Vi 2- {�(���Jd£`'S t �• Owner's Name,Address,and Tel.No. 60T Assessor's Map/Parcel t� 0690 Installer's Name,Address,and Tel.No. Designer's Name,Address,and Tel.No. V 6. (,✓0 "3 & a (,J.(f7(it" 75-tr zc- S`o6- 471-�3"f5 Type of Building: �; �j- 1.% 1r7 3­31 DwellingNo.of Bedrooms p� V 46 yI � Lot Size r �� sq.ft. Garbage Grinder( ) /V Other Type of Building No.of Persons Showers( ) Cafeteria( ) Other Fixtures - Design Flow(min.required) �'`i C� gpd tlDesign floww'p`rrovided O gpd Plan Date I116 I Z (- Number of sheets Revision Date Title . Size of Septic Tank J 5 0 4 Type of S.A.S. /0 X 7-1 ® d Description of Soil Al Nature of Repairs or Alterations(Answer when applicable) t E ?1•0({ f- 1 S ( A V C-e r S tpoj 1 S (� � �'� --• 'r 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 1jealth. Signed Date Application Approved by / ,�/!� Date •j Application Disapproved by V 1 Date for the following reasons - Permit No. Date Issued THE COMMONWEALTH OF MASSACHUSETTS BARNSTABLE,MASSACHUSETTS (EPrtificate of Compliance THIS IS TO CERTIFY,that the On--site Sewage Disposal system Constructed( ,) Repaired( ) Upgraded(4 ) Abandoned( q)b�pylll > L Q n�SU C� UI✓ at 7. -/ 4- -�f o pe/i/r 55j ] has been constructed'in accordance 7- with the provisions of Title 5 and the for Disposal System Construction Permit No. 2-0 j—00 dated Installerh }( � Designer #bedrooms 2T Approved design flow O gpd The issuance of this permit shall not be construed as a guarantee that the system will function as'designed.. ( J Date ff l Inspector` r V - ------- ------ ---- ----- ---------------------------------------------------------------------------------------- No. - m_. a Fee j v THE COMMONWEALTH OF MASSACHUSETTS PUBLIC HEALTH DIVISION- BARNSTABLE,MASSACHUSETTS ]Disposal 6pstera Construction 3perntit Permission is hereby granted to Construct( ) Repair( ) Upgrade(V',) Abandon( ) System located at 2 04 A f O m e SS 77 ?(D, C 0 Tu 1 r 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. 1 Provided:Construction must be completed within three years of the date of this permit. Date Approved by a Town of,Barnstable ;�°F�HE T - o� Regulatory Services Richard V:Scali;7nterini .Dif•ector i t`t BRRNSTABLE.; ,'qp i6 9 ,e� Public Health Division T!OM;�° Thomas McKean,Director 200 Main Street.Hyannis.MA 0=601 Offtcc: 5N-862-1644 Fax: 50-790-6304 Installer& Designer Certification Form o I � } Date: t Sewage Pet-mit# assessor's MapTareel `' l P�}�•: CL'ItEF 1 • Designer: la 5 �a�Eer—;n�t v�_�d�1r1C Installer: i.� f ct ul IC(LI ��tG� Address l 2. iv Cr3:s•C JC/ ;address: cz-. nn O ft`s(-(0)O✓VUS issued a permit to install a i:date) (.installer) septic system at_ based on a design drawn by (address) dated I , "Zt (designer) `/ 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. _ l certify- that the septic system referenced above was installed N ith major'chan2cs (i.e. vreater than 10" lateral relocation of the SAS or any vertical relocation of am; component of the septic system) but in accordance with State & Local Regulations. Plan revision or c:.rtitied as-built by designer to follow. Snip out(if required) was inspected and the soils were found satisfactorv. l certify that the system referenced above was constructed in ;ith the terms of the fI..A approval letters (if applicable) �� PES NEE ifs n�staller7s Si` ature) 140t35109 ISI (Deli tier's Signature) (affix Desivzne ere) PLEASE RETURN TO BARNSTABLE PUBLIC HEALTH DIVISION. CERTIFICATE OF CONIP.LIANCE N ILL NOT BE ISSUED UNTIL BOTH THIS FORM AND AS- BUILT CARD _eRE RECEIVED BY -rHE BARNSTABLE PUBLIC HEALTH DIVISION. THANK VOU. Q:'-S.oii iZ_nerC'ertiticatian F arm R;-v 8-1 4-I1.do Engineers note:This certification is limited to an as-bJilt inspection of system components as installed prior to backfil(.The ertcrnee,did not supervise construction of the systern.Tire installer assumes reseonsibiliiy ter all materials.:^.o:Kmanship,cackiillinG i0 sG9 Had^yradas viith proper companon and selling.'tSefa'�OVers as shown on the design plan- 12/11/2020 ShowAsbuilt(1700X2800) ' JL'I1f1VL Evalueation DATE LOCAT10N,gd R.,pp R—A 11/27/02 Q VILLAGE Cotult,Mass. ASSESSOR'S MAP&LOTjoz 'INSPECTOR Joseph P. Macomber Jr_ SEPTIC TANK CAPACrrY W�Q, 3-bloc cesspools 5'X71,3'X4' LEACHING FACO_n'Y:(rypc) 5'X7' (aizc) 2000 Qnl lnn.n NO.OF BEDROOMS BUILDER ORO'WWER ,Jim Fitzgerald OWNER MAILING ADDRESS 6 Piinkhnrn Point Road fda ahFzpg Mica _ 02649 2.er l�owsr- i � ( wnrco https://itsqldb.town.barnstable.ma.us:8431/Home/ShowAsbuilt?mp=019030&sq=1 1/1 Health Copy STATEMENT JOSEPH P. MACOMBER & SON, INC. 508-477-0384 Tanks - Cesspools - Leachfields Pumped & Installed 1 1 /2 7/0 2 Town Sewer Connections DATE P.O. Box 66 Centerville, MA 02632-0066 775-3338 775-6412 _Jim_.._Fitzgeral ............................_. ...................._. .................. 6 Punkhorn Point Road .._.........._.............................._........................................_......_..._........................._................................................................. ...................... MashP . ee Mass- ............ 02649 ............ ...................... ..................................... ......._....................................._.................................................... .... • Cash upon completion. 12% interest TERMS: every 3 b days. PLEASE DETACH AND RETURN WITH YOUR REMITTANCE $ DAFT. VQICE=NtJNIBR�DESG iR I,f}. , C ARG $'K CR He i BALANCE FORWARD 1 1 1 /...2.7../_0.2..-.Se.wa.ge......syst:em......ewa-l-uea-t_i...n._.............._.............._ _;.,,_: h ........................................... The system consists of _................ c-e.s.s-peo l..s.. ........................................................................... #1 5 'X7 ' #2 3 'X4 ' and ........................_....#.3.......5.!._X.7.!._,................................................................................................................................ w:; ........................................ All the cesspools are ....................-pre.sent_1.y......dr_y.i The.....}_i.he...................................._............... «., _. ..=k ........................................... from the #2 cesspool is ....................................highe.r......th�a_r�......a_1.:1_....the.................................................................... ;: hg . v _3 ....................................... rest. #3 has never been. .............. o...-s_ta_i_n.......1.}.ne......................__........................................................ x present. There is 4" ..............o.r.ange.be.rg---p}.p .....f-rom......the.---............................. .... house to .#1 and #1 -#2. j .................................F.r.om......#..2......_to......#..3....._is.......4_!!.......S.e.h_ ................................... �- ....._.......................:.._....... 35 PVC pipe. I For ....................__29.4......Po.PPQnass_e.t_t......Rtz.a.d............................... ......................._ a :. ....................................... .... Cot ._ I � JOSEPH P. MACOMBER & SON, INC. ZQ"9� PAY IN THIS COLUMN AMOUNT N SEWAGE ' Evalueation DATE 11 /27/02 LOCA.TIO � ,2 A 4 Popp- Rna rl VIL.f_A Jy Cotuit,Mass. ASSESSOR'S MAP & LOT Q -INSPECTOR Joseph P. Macomber Jr. SET-MC TANK CAPACITY pLL 3-bloc cesspools 5 'X7 ' , 3 'X4 ' LEACHING FACILITY: (type) 5 'X7 ' (size) 2000 gallons NO. OF BEDROOMS BUILDER OR OWNER Jim Fitzgerald OWNER MAILING ADDRESS 6 Plinkhnrn Pni nt ROAH �4aczby =r - Q2649 r _ I Pop c,,es,..a T2 oaf /� waTEa 2 T —4'CIO 6` 3 its r; LEGEND N x 100.98 EXISTING SPOT GRADE -- 90 -- EXISTING CONTOUR W EXISTING WATER SERVICE �a G EXISTING GAS SERVICE ti LOCUS OVERHEAD WIRES Ne°k Mashpee Crockers TEST PIT Rd cam' BENCHMARK N PoP°^esselt q�s SPf ° f Qa N - 7 Q goyberry Ln i LOCUS MAP NOT TO SCALE to / 100.62 x - _ LOT I/ /C 103.30x 13,849t S.F. + •10 / 102,83. + + 102. ko 102.98 x 102.19 + 1d3.08 41 14 SPIKE + 102.72 102.68 + 103.06 ENCHMARK-2 + 102.82 x 102.84 BULKHEAD CORNER EL.=103.18 x 102, + 10 .08 +-102.90 Z 102.17 102.40 BH/BM - O + x 103.18 10 ,70 (Ap n se x nl N Z SEWER-1 BH EXISTING CESSPOOLS INV.=101.3t 1 .9 5 TO BE PUMPED, FILLED _ 1 2.4 "" ' W%SAND'& ABANDONED , 102.02 1EXISTING + 2.57 01 HOUSE(1294) FF EL.-104.6f 101.41 TO.F.=103.5f ".: 101. 8 \• X s EX;SEWER-2 102. IN =99.75t INS ALL CLEAN, UT :. RAMP N 22' ' I f 0,00 PROPOSED 1 217 :•:,n1. .. �.- SEPTIC TANK 100.b6 1 0, 1OL64 ..-__ -.-:1 PROPOSED S.A.S. / Tx� O 1 2-500 GALLON CHAMBERS l SURROUNDED W/STONE 9-0-OX8 {--- --29�- TP-2 100.35 • � 88.06 N 86 4230 E 100,21 EDGE 100.80 OF PAVEMENT 101,75 101.97 99.25 PK SET 100.00 BENCHMARK-1 popo IVESSETT RO'AD MAG. NAIL SET EL.=100.00 P LE PARCEL ID: 019-060 o PETER T. s PROPOSED SEPTIC SYSTEM UPGRADE PLAN McENTEE CIVIL 294 POPONESSETT ROAD, COTUIT, MA No. 35109 CISTER ,��`I Prepared for: Liam Roper, 17 Westdale Road, Westwood, MA 02090 OWNER OF RECORD i�` Engineering by: SCALE DRAWN JOB. NO. ROPER, LIAM N & MONICA M TRS Engineering Works, Inc. 1"=20' P.T.M. 333-20 17 WESTDALE ROAD "� I 9 9 WESTWOOD, MA 02090-1526 I ` ` (� 1"Z� 12 West Crossfield Road, Forestdale, MA 02644 DATE CHECKED SHEET NO. (508) 477-5313 1/16/21 P.T.M. 1 Of 2 i NOTE: TO PREVENT BREAKOUT, THE PROPOSED FINISH GRADE SHALL NOT BE < EL. 98.5 FOR A DISTANC= OF 15' AROUND THE EXISTING SEPTIC TANK PROPOSED D-BOX PERIMETER OF THE S.A.S. PROVIDE RISERS WITH COVERS OVER INLET & OUTLET MANHOLES SET TO 6 OF FINISH GRADE. INSTALL RISER & COVER PROPOSED S.A.S. SET TO 6" OF GRADE INSTALL RISER & COVER OVER ONE CHAMBER AND T.O.F=103.5t(FRONT) SET TO 3" OF F.G. TO SERVE AS INSPECTION PORT F.G. EL.=102.6t r F.G. EL.=102.2f r F.G. EL.=101.9t F.G. EL.=101.3 to 101.8t MAINTAIN 2% SLOPE OVER S.A.S. L1 = 54' L2 = 15' L = 13' L = 16't ® S=l% (MIN.) @ S=1% (MIN.) p 5=17 (MIN.) 4"SCH40 PVC 4"SCH40 PVC 2" LAYER OF 1/8" TO 1/2" 4"SCH40 PVC 6" w DOUBLE WASHED STONE 10"1 a 2312208.83100 (OR APPROVED FILTER FABRIC) 14" 2' EFF. a INV.=99.40 48" LIQUID DEPTH aaaaaaa ---3/4" TO 1-1/2" DOUBLE LEVEL ADD cAs PROPOSED 2.6' 4.8' 2.6' WASHED STONE BAFFLE INV.=98.37 _ INV.=98.20 INV.=99.15 D BOX EFFECTIVE WIDTH = 10' AMASWAIM 3 OUTLETS INV.=98.00 PROPOSED SEPTIC TANK H-10 2-500 GALLON LEACHING CHAMBERS WITH STONE AROUND AND BETWEEN CHAMBERS AS SHOWN INSTALL PIPE CONNECT TO EXISTING SUITABLE SEWER PIPE/S H-10 RATED BETWEEN CHAMBERS SEWER NO.1, INV.=101.3f(VERIFY) TOP CONC. ELEV.= 98.80± SEWER NO.2, INV.=99.75t(VERIFY) BREAKOUT ELEV.= 98.50 INV. ELEV.= 98.00MEMO eases aaBBa Ba63 1131600 00000 a6aa NOTES: BOTTOM ELEV.= 96.00 1) CONTRACTOR SHALL VERIFY ALL EXISTING PIPES & 4' OF NATURALLY OCCURRING 4' ENDS 8.5' _ I . 4'. INVERTS EXITING HOUSE, PRIOR TO INSTALLATION. PERVIOUS MATERIAL EFFECTIVE LENGTH = 29.0' 2) SEPTIC TANK & D-BOX SHALL BE SET LEVEL AND 5' ABOVE GROUNDWATER TRUE TO GRADE ON A MECHANICALLY COMPACTED LEACHING SYSTEM SECTION SIX INCH CRUSHED STONE BASE, AS SPECIFIED NO GROUNDWATER, EL.=90.0 -IN 310 CMR 15.221(2). 3/4" TO 1-1/2"NE DOUBLE 3) INSTALL INLET & OUTLET TEES AS REQUIRED. WASHED STO 4) GAS BAFFLE TO BE INSTALLED ON OUTLET TEE 3" LAYER OF 1/8" TO 1/2" AS MANUFACTURED BY TUF-TITE, ZABEL OR EQUAL. SEPTIC SYSTEM PROFILE DOUBLE WASHED STONE (OR APPROVED FILTER FABRIC) fX.SEWER-1 INV.=101.3E GENERAL NOTES: iEXISTING 1. ALL CHANGES TO THIS PLAN MUST BE APPROVED BY THE LOCAL HOUSE(1294) BOARD OF HEALTH AND THE DESIGN ENGINEER. FF EL.=104.6E 2. ALL WORK AND MATERIALS SHALL CONFORM TO THE REQUIREMENTS T O.F.=1*03'.5t OF THE STATE ENVIRONMENTAL CODE, TITLE V, AND ANY APPLICABLE / / LOCAL RULES AND REGULATIONS. ExSEWER-2 INV=101.0t 3. THE SEWAGE DISPOSAL SYSTEM SHALL NOT BE BACKFILLED PRIOR TO INSPECTION AND APPROVAL BY THE BOARD OF HEALTH AND THE DESIGN ENGINEER. _ 4. ANY CONDITIONS -.ENCOUNTERED DURING CONSTRUCTION. DIFFERING S2 4'-� FROM THOSE SHOWN HEREON SHALL BE REPORTED TO THE DESIGN ENGINEER BEFORE CONSTRUCTION CONTINUES. 5. ALL ELEVATIONS BASED ON ASSUMED DATUM. 6. THE DESIGN ENGINEER IS NOT RESPONSIBLE FOR THE FAILURE OF tom- THE CONTRACTOR OR OWNER TO NOTIFY THE LOCAL BOARD OF �1- i HEALTH FOR PROPER INSPECTIONS DURING CONSTRUCTION. 7. WATER SUPPLY PROVIDED BY TOWN WATER SERVICE. PROPOSED S.A.S. 01 2-500 GALLON CHAMBERS 8. THERE ARE NO WELLS WITHIN 150' OF THE PROPOSED S.A.S. SURROUNDED W/STONE --------- - 9. ALL AREAS CLEARED FOR CONSTRUCTION SHALL BE RESTORED AS 29 AGREED UPON BY OWNER AND CONTRACTOR OR AS OTHERWISE SEPTIC LAYOUT DIRECTED BY THE APPROVING AUTHORITIES. 10. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO VERIFY THE LOCATION OF ALL UNDERGROUND UTILITIES, PRIOR TO BEGINNING CONSTRUCTION. SOIL LOG 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 DATE: JANUARY 13, 2020 (REF#TPT 20-288) REPLACE WITH CLEAN SAND AS SPECIFIED IN 310 CMR 255(3). SOIL EVALUATOR: PETER McENTEE SE#1542 12. AREAS REQUIRING STRIPOUT OF UNSUITABLE MATERIALS SHALL BE WITNESS: DAVID STANTON R.S. HEALTH AGENT INSPECTED BY DESIGN ENGINEER PRIOR TO BACKFILL. ELEV. TP- 1 DEPTH ELEV. TP-2 DEPTH 13. THE ENGINEER IS NOT RESPONSIBLE FOR ANY UNDOCUMENTED SEPTIC SYSTEM COMPONENTS NOT SHOWN ON THIS PLAN, 101.6 FILL 0 101.5 A 0 100.4 14" LOAMY SAND A 10YR 4/2 LOAMY SAND 101.0 6" IOYR 4/2 B 100.1 B 18" LOAMY SAND LOAMY SAND 10YR 5/4 DESIGN CRITERIA C 10YR 5/6 98.6 36" 98.5 36" C - NUMBER OF BEDROOMS: 2 BEDROOMS PERC SOIL TEXTURAL CLASS: CLASS I (LOADING RATE=0.74 GPD/SF) MED. SAND DESIGN PERCOLATION RATE: <2 MIN/IN MED. SAND 2.5Y 6/6 2.5Y 6/4 DAILY FLOW: 220 GPD DESIGN FLOW: 330 GPD GARBAGE GRINDER: NO-not allowed with design 90.1 138" 90.0 138" LEACHING AREA REQUIRED: (330 GPD) = 445.9 SF PERC RATE <2 MIN/IN. "C" HORIZON .74 GPD/SF NO GROUNDWATER ENCOUNTERED PROPOSED SEPTIC TANK: 1500 GALLON CAPACITY PROPOSED D-BOX: 1 INLET, 3 OUTLET (MIN.), H-10 RATED PROPOSED SEPTIC SYSTEM UPGRADE PLAN USE 2-500 GALLON LEACHING CHAMBERS IN SERIES WITH STONE AROUND AND BETWEEN CHAMBERS (10.0' x 29.0') 294 POPONESSETT ROAD, COTUIT, MA SIDEWALL AREA: 2(10.0' + 29.0') X 2 = 156.0 SF Prepared for: Liam Roper, 17 Westdale Road, Westwood, MA 02090 BOTTOM AREA: 10.0' x 29.0' = 290.0 SF Engineering by: SCALE DRAWN JOB. NO. TOTAL AREA:..............................................................446.0 SF Engineering Works, Inc. N.T.S. P.T.M. 333-20 12 West Crossfield Road, Forestdale, MA 02644 DATE CHECKED SHEET NO. DESIGN FLOW PROVIDED: 0.74 GPD/SF(446.0 SF) = 330.0 GPD (508) 477-5313 1/16/21 P.T.M. 2 Of 2