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HomeMy WebLinkAbout0127 CHESTNUT STREET - Health 1109 - �7 F TOWN OF BARNSTABLE LOCATION 12'1 ehcsi ny-t S+ SEWAGE# ZoZI - y 3q VILLAGE Nucxnn;S ASSESSOR'S MAP&PARCEL 3o9 - ILlO INSTALLER'S NAME&PHONE NO. _&Asu Aloc-r SEPTIC TANK CAPACITY 15001410 LEACHING FACILITY:(type) %.L I LI c (2) (size) o x Z9 X Z NO.OF BEDROOMS OWNER-Bc-- :s TA1 PERMIT DATE: I2-1 - 21 COMPLIANCE DATE: 1 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 300 feet of leaching facility) Feet FURNISHED BY Al- 31 $1 , 1y,9" fj2• ZZ' s�. ���.,. A3- Z8 REAR 83- 31 ' O Z$ 0 m 3 s t r No. !x/Z� Fee 1 QO THE COMMONWEALTH OF MASSACHUSETTS Entered in computer: PUBLIC HEALTH DIVISION - TOWN OF BARNSTABLE, MASSACHUSETTS Yes Rpplitation for Bisposal 6pstem Construction 3pPrmit Application for a Permit to Construct( ) Repair( Upgrade OO Abandon( ) Complete System ❑Individual Components Location Address or Lot No. 13.1 Chet�ro} 5Vc4" Owner's Name,Address,and Tel.No. ( ksl Akptr Hya��,s Assessor's Mapi? el bk"4A pn � Installer's Name,Address,and Tel.No. O "r Ce*(mQo %1%, Designer's Name,Address,and Tel.No. V:%C %af16 1( NCO. 3"}4 9,00k4,. 13o So►nclw�LA, �0$ 4�-�•o(a53 90 60% 331 V%tu W-o% MO. m(04S Type of Building: DwellingNo.of Bedrooms k 3 Lot Size d•�S �(,(oS � sgrft. Garbage Grinder(No) Other Type of Building No.of Persons Showers( ) Cafeteria( ) Other Fixtures Design Flow(min.required) 3SO gpd Design flow provided 330 gpd Plan Date I I(21 it Number of sheets Z. Revision Date T Title Size of Septic Tank 1 S 0O O0a.�\ors Type of S.A.S. (T.) S00 QaX\On 0-w-mbtcs Description of Soil �!aQ, p\ans Nature of Repairs or Alterations(Answer when applicable) JAJOAN010n OE MO IS00 Aallon -�Q kt� d-box and C-0 5•00 1Xa11o" Oho► nbw- 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_ e Date 11 22 2 Application Approved by Date Application Disapproved Date for the following reasons Permit No. - 7( -- 3q Date Issued f e, No. C.CJt �! # ` Fee VV - THE COMMONWEALTH OF MASSACHUSETTS Entered in computer: Yes PUBLIC HEALTH DIVISION - TOWN OF BARNSTABLE; MASSACHUSETTS l application for ZispoPal 6pstetn Construction 30ermit � Application for a Permit to Construct( ) Repair( ) Upgrade(X) Abandon( ) N Complete System ❑Individual Components Location Address or Lot No. 114 L• )Q:A took �)j r r a Owner's Name,Address,and Tel.No. bed g1 A\P�r Assessor's Map/Parcel joq I N C) C Ym%k nv\ s k t e e Installer's Name,Address,and Tel.No. t j (tj X t avc k""1 etc• Designer's Name,Address,and Tel.No. �a��1 �.avac 130 �c�nrlw�lh :.aO� t1 �'oC�,Sa �� uY 331 W%o, Av 02(oc{t; z Type of Building: k Dwelling Na.of Bedrooms 3 Lot Size 0-I S Act Ps sq-ft. Garbage Grinder(ego) Other Type of Building No.of Persons Showers( ) Cafeteria(- ) Other Fixtures Design Flow(min.required) 3 3 U gpd Design flow provided 3,5 Q gpd Plan Date 11 u 12% g Number of sheets 2- Revision Date Title Size of Septic Tank r S UO pgc,\\v Y Type of S.A.S. W Soo ae kl on C_\NGrnyax({, V Description of Soil z pie o- Nature of Repairs or Alterations(Answer when applicable) 1Y1`t,a`,G��tion Of OQLa Koo aoMon 6- buy arcs Q-) S;OU C\O,gko„ Chc,mbc,.— J i 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. Signed Date Application Approved by , Date I;?I r �► i Application Disapproved b V, Date for the following reasons Permit No. /_1 q jq Date Issued 1 / 707n THE COMMONWEALTH OF MASSACHUSETTS BARNSTABLE,MASSACHUSETTS Certificate of Compliance THIS IS TO CERTIFY,that the On-site Sewage Disposal system Constructed( ) Repaired( ) Upgraded Abandoned( )by t 6 �,Y,c(1 y CkAl U n \tl C. at k 2 C fire=l��c r j�c C?�, > I fdCl.+�r, i.s has been constructed in accordance j with the provisions of Title 5 and the for Disposal System Construction Permit No. ,CM"q.3 dated )Z/I/ 7 Installer G-X c ck\oc '%o r, �11c . Designer #bedrooms 12) Approved design flow g �, gpd The issuance of this permit shall not be construed as a guarantee that the system will hm lion as designed. Date f�3 1a I Inspector J J� V, cr-1 or-d - r�- - --------- -- -•- - --- --•-- - -- -- - -- - -- -- -- --- __ - �,_. r Fee-- t +- oo THE COMMONWEALTH OF MASSACHUSETTS PUBLIC HEALTH DIVISION -BARNSTABLE,MASSACHUSETTS )Disposal *pstem Construction hermit Permission.is hereby granted to Construct( ) Repair( ) Upgrade(Y ) Abandon( ) System located at .� . ��(� `. l c l C •^a. 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. Provided:Construc(tiofn must be completed within three years of the date of this permit. Date E 2/ 1 1. . Z! Approved by -' Town of Barnstable WE Inspectional Services • Public Health Division BARNWaet.e, v� MASS $ Thomas McKean, Director s6Jq. A�Fo3,�t► 200 Main Street,Hyannis,MA 02601 Office: 508-862-4644 Fax: 508-790-6304 Installer& Designer Certification Form Date: 2-G- Z Sewage Permit# Zozl - y34 Assessor's Map\Parcel 309. Iqo Designer: tier-1 • F�tu;ro rien•la l Installer: t3 S3 E'XCn,.)a��;op., Address: Q O. Sox 331 Address: 14 Tca crrc{ Lk.) liar W;cln,. Foresid�\c mA On was issued a permit to install a (date) (installer) septic system at 171 cNvc nLA :54 based on a design drawn by (address) dated 11. ZI• Zl (designer) 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 inr b1fioliance with the terms of. the RA approval letters(if applicable) �' �� o� fJAV1D cyc D. R AHERIY,JR. Z taller's ig re No. 1211 ( esigner's Signature) (Affix Designer's Stamp Here) PLEASE RETURN TO BARNSTABLE PUBLIC HEALTH DIVISION. 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. \Voa\depts\HEALTMSEWER connecASEPTIC1Designer Certification Form Rev&14-13.DOC l r COVERS TO BE WATERTIGHT AND SEPTIC SYSTEM PROFILE TOP OF FOUNDATION BROUGHT TO WITHIN 6 OF FINAL GRADE Flaherty Environmental Services EL. 58.5' EL. 56.0' knot to scale) INSP. PORT W I 3" OF GRADE CLEAN SAND P.O. Box 331 2" of�,, to�" DOUBLE WASHED EL. 56.0' Harwich,,MA 02645 4" CAST IRON or EQUIVALENT PEASTONE OR GEOTEXTILE '--�, 774.994. 1166 MIN. PITCH 1/4" PER FOOT FILTER FABRIC 4"SCHEDULE 40 PVC PIPE ' . . 4".SCHEDULE 40 PVC PIPE � • ' •' - - :; ENT IF REQUIRED FLOW LINE .', (i/rst 2'to be level! .. 1S' 4% 5' 1 EL.53.7' '.e.'•• L,56.0' 10 14„ '.:�C� :.. ..yy•0'' ° « ®� °0°0°o°oC EL.53.7 0000000o000 0 '0©�LJ�JD® �n °0°0°000c _ ^0 i �53. °0°0°0° ° 0 0°0° o 0 0 o c ' L.52.73'1 °o° ° 0 000°0000 PM® ®� C� ® 0000o000c , 0 000000 0000c2.0 e 30'MIN. (2.5%L—, EL.5 t' o o°00000 0 0000 0 ® �®Q ® °0°0°°°°c— « h EL.52.7 0 0 0 0 0 0 0 0 ��,' GAS BAFFLE °o°o°o°o°o o°o°o° a .' ° 0000o0o0c ,..a (H-20 D BOXJ o00000000 0°0°00 °, a °o°o°o°oc . EL.50.7' . , 6"CRUSH D STONE OR SOIL ABSORPTION SYSTEM MECHANICALLY COMPACTED (2) 500 GALLON H-20 CHAMBERS ' 5.0' (DATUM: ASSUMED) —) 3i to WITH 4'STONE AROUND IN A 11" DOUBLE WASHED STONE 1500 GALLON SEPTIC TANK 4- 2 12.83'X 25'X 2' CONFIGURATION (PROPOSED) BOTTOM OF TEST HOLE EL: 45.7' LL45.7' USGS ADJUSTMENT: N/A LOCATIONMAP GROUNDWATER ELEV: N/A � N TH Aye, Bum us Rd. Bristol A` a Chestnut gL LOCUS \ DRIVEWAY \ t� NTS �N OFlyq f C.:, � �FI.A E 41 i 4 i EXISTING y 3 BR LOTS 27A & 28 o O DWELLING t 0,18 ACRE$f �qN' 'e ER ' I TAFtt� -7- MAP 309 " 1 LOT 140 56 p ' dY 56 10.7 PR S.T�', ': O BENCHMARK: DATE:1112112021 7REVISED., INSTALL 40 MIL LINER 14.0' /. .• '` , p0 WITHIN 20' OF FNDN /:; 'p TOP OF FNDN CID a EL. 58.5' cP ( I SITE AND SEWAGE PLAN LEGEND 10,0' H-2 10.0'(+ FOR GAS LINE H— B& B EXCAVATION, INC./ ' W W =W—W- WATER LINE 10.0' f BETSY ALPER 6 E-6 S E EXIST. ELECTRIC 127 CHESTNUT STREET 99 EXIST. CONTOURS (HYANNIS) ————— 99 PROP. CONTOURS SCALE . 1 „ 3 O' BARNSTABLE, MA 616 '—�U 11�— UNDERGROUND UTIL. REF:TUBE 167 PAGE 1 OF2 i • F .......... ........ . .. ....... .... ..... . ... ..... GENERAL NOTES DESIGN CALCULATIONS S Y M DETAIL Flaherty Environmental Services STE 1. ALL PRECAST COMPONENTS TO BE H-10 I P. O . Box 331 RATED UNLESS OTHERWISE SPECIFIED. Harwich, MA 02645 DISTRIBUTION BOX AND ANY COMPONENTS NUMBER OFACTUAL BEDROOMS 3 _ 774.994. 1166 WITH ANY ANTICIPATED VEHICULAR TRAFFIC TO BE H-20 RATED. GARBAGE DISPOSAL UNIT NO 2. THE DESIGN OF THIS SYSTEM DOES NOT - - - ALLOW FOR THE USE OF GARBAGE TOTAL ESTIMATED FLOW GRINDER. (110 GAL/BR/DAYX 3 BR) 330 GAL./DAY 3. MUNICIPAL WATER IS AVAILABLE. REQUIRED SEPTIC TANK CAPACITY 660 GAL. 4. ALL CONSTRUCTION TO CONFORM WITH 310 CMR 15.000 AND ALL OTHER SIZE OF SEPTIC TANK 1500 GAL. (PROPOSED) APPLICABLE LOCAL, STATE AND FEDERAL 4.0 CODES AND REGULATIONS. SOIL CLASSIFICATION 1 5. INSTALLER/CONTRACTOR TO REVIEW& 4 O VERIFY ALL ELEVATIONS AND DETAILS AND DESIGN PERCOLATION RATE <2 MIN./INCH REPORT ANY DISCREPANCIES TO DESIGNER PRIOR TO CONSTRUCTION OR EFFLUENT LOADING RATE 0.74 GAL./DAY/FT2 ASSUME ALL RESPONSIBILITY LEACHING AREA O O 10.0 6. INSTALLER/CONTRACTOR IS RESPONSIBLE (2)x(29.0'+ 10.0)(2) = 156 SF ' FOR MAINTAINING SAFE WORK AREA, 29.0'x 10.0' =290 SF NOTIFYINGVERIFYING ALL UTILITIES AND 446 SF 0.74 330 GPD "DIG SAFE"(1-888-344-72 3) 72HOURS = 2'2 5, 29,0 PRIOR TO CONSTRUCTION. USE(2)500 GALLON H-20 CHAMBERS WITH 4'STONE 7. ANY CHANGES TO OR DEVIATIONS FROM INA 10.0'X29'CONFIGURATIONAS DIAGRAMMED THIS PLAN MUST BE APPROVED IN WRITING BY FLAHERTY ENVIRONMENTAL RESERVE LEACHING CAPACITY N/A i SERVICES AND LOCAL BOARD OF HEALTH. 8. FINISH COVER OVER COMPONENTS IS NOT i TO EXCEED 3'PER 310 CMR 15.000 UNLESS SHOWN PER PLAN. 9. ALL ABANDONED SEPTIC SYSTEM COMPONENTS TO BE PUMPED DRY AND (NTS) FILLED WITH CLEAN SAND OR REMOVED AND REPLACED WITH CLEAN SAND. r 10.ALL COMPONENTS TO BE PROVIDED WITH SOIL EVAL UAPON1 WATERTIGHT ACCESS PORTS WITHIN 6" OF TEST HOLE#1 PERC#21-285 TEST HOLE#2 PERC#21-285 FINISH GRADE. Evaluator- David D.Flaherty Jr.,RS Evaluator-, David D.Flaherty Jr.,RS � �H OF tq 11.ALL SEPTIC TANKS DISTRIBUTION BOXES SE#2755 SE#2755 AND PIPING TO BE INSTALLED BOH witness: Don Desmarais,RS BOH Witness: Don Desmarais,RS Date: November 8,2021 Date: November 8,2021 ' WATERTIGHT, - 3 0 Y+ J 12.NO KNOWN WETLANDS OR WELLS WITHIN ' TH-1 ELEV.56.0' TH-2ELEV.56.0' �1 150 FEET OF PROPOSED LEACHING, c 13.THIS IS NOT A CERTIFIED PLOT PLAN AND o°-1r FILL 0"-s° A Ls 10YR 3/2 s T ERA UNDER NO CIRCUMSTANCES IS THIS PLAN 1r'-1s" A Ls 10YR312 �4NrTARI TO BE USED FOR ZONING OR BUILDING ''p""` PURPOSES. 9"-39" B LS 10YR 5/6 i 14.LOT IS SHOWN AS ASSESSOR'S MAP 309 19"-40" B LS 10YR 5/6 LOT 140 , EL. 52.7' 15.LOCUS PROPERTY IS NOT LOCATED ) %certify that on November 12,2002,1 have passed SITE AND SEWAGE PLAN the examination approved by the Department of FOR WITHIN AN AQUIFER PROTECTION Environmental Protection and that the above analysis DISTRICT(ZONE II). Pero at 70" has been performed by me consistant with the B & B EXCAVATION, INC./ required training,expertise,and experience described BETSY ALPER in 310 CMR 15.018(2)." 39"-120" C MCS 2.5Y6/6 127 CHESTNUT STREET i 40"-124" C MCS 2.5Y 6/6 (HYANNIS) G.W.ELEV N/A BARNSTABLE, MA G.W.ELEV.N/A BOTTOM TH-2 ELEV.46.0' BOTTOM TH-1ELEV.?5.T PAGE20F2 DATE: 1112112021 ......... .....