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HomeMy WebLinkAbout0456 MARSTONS LANE - Health 456 MARSTONS LANE• Bamstable A= 348 - 024 ' r i I �r TOWN OF 9BA'RNSTABLE LOCATION y�� r'✓S/-t�� [./� SEWAGE# ��� VILLAGE 6U,*7^e J ASSESSOR'S MAP&PARCEL 3Y Z INSTALLER'S NAME&PHONE NO. +�� >t SEPTIC TANK CAPACITY 1 050 LEACHING FACILITY:( e) S o0 ,Je) NO.OF BEDROOMS OWNER PERMIT DATE: S-�,g- / 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 NL Iy F No. 0 1 3 I Fee v THE COMMONWEALTH OF MASSACHUSETTS Entered in computer: ✓ PUBLIC HEALTH DIVISION - TOWN OF BARNSTABLE, MASSACHUSETTS Yes 01pplitation br kspo8ar 6pstem Const uttion permit Application for a Permit to Construct( ) Repair(Upgrade( ) Abandon( ) Complete System Individual Components Location Address or Lot No. 4✓�C �Gfq'S•t;,;7 5° 1, Owner's Name,Address,and Tel.No. Assessor's Map/Parcel 1`/ - d y �L.f tJ�,� e, (6, Installer's Name,Address,and Tel.No.. -CR 3 &1 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) f�© gpd Design flow provided gpd J Plan Date y'_ I F Number of sheets Z- Revision Date Title Size of Septic Tank j 4 O 0 Type of S.A.S. � �O �g'4Av X 01 1-t 111_4-e-0; Description of Soil 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 ngL4o place the system in operation until a Certificate of Compliance has been issued by this Board of He Sign �~ Date Application Approved by Date —�U:�,(� Application Disapproved by Date for the following reasons Permit No. 2-c7 -- 13 1 Date Issued %0 —(� y. ,<..4:i"3-F.�';�.;,y :;;;•ti. �i5.'...:.+..�.: ,.::..'�.-'�,.*.,�-:."-.-....,�; �::t`�`;'r`'1,;:..'s-ti-x..."7C•„r..j%...r.,�"'"^'`'.�?+�'z^..+'a..-,1.-:=.:;,.'rs�-�.r-;�-�-rw'g'w.e.:r-�^�:�.,t:`i...�,r�,�m��;.; :na.�.�`.<s�,4.^+.ti,i�i f .^ Fee /0 0 j) � No. - THE COMMONWEALTH OF MASSACHUSETTS Entered in computer: Yes PUBLIC HEALTH DIVISION - TOWN OF BARNSTABLE, MASSACHUSETTS t Rppticatloufo MONposal 6pstem Construction 30erinit Application for a Permit to Construct Repair <U rade Abandon Complete System Individual Components PP C ) P t, (�) Pg ( ) ( ) 0' P Y 0 P Location Address or Lot No. y�,( ��" Owner's Name,Address,and Tel.No. Assessor's Map/Parcel �y�� C32 y �GF�` r��� e, Installer's Name,Address,and Tel.No. 501i 3 61/ g S 7 Designer's Name,Address,and Tel.No. D,Vcc,On o � / C�.�,✓� J fir.,r�ti �Hc �ti �� Zvi �5 Type of Building: a1 � 1 r Dwelling No.of Bedrooms Lot Size sq.ft. Garbage Grinder( ) X Other Type of Building - No.of Persons Showers( ) Cafeteria( ) Other Fixtures Design Flow(min.:required) 0 gpd Design flow provided 330 gpd { Plan. Date y-' Number of sheets z-- Revision Date Title Size of Septic Tank 6 a O Type of S.A.S. 2 550 Description of Soil Nature of Repairs or Alterations(Answer when applicable) /LII�S►t/�' Date last inspected: Agreement: Mr 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 no Ito place the system in operation until a Certificate of Compliance has been issued by this Board of Hea Signed'%,}.e1-00 Date Application Approved by Dates/U Application Disapproved by Date for the following reasons Permit No. 2 6 1 d- 1 3 � Date Issued r- THE COMMONWEALTH OF MASSACHUSETTS BARNSTABLE,MASSACHUSETTS Certificate of Compfiance THIS IS TO CERTIFY,that the On-site Sewage Disposal system Constructed( ) Repaired( Upgraded( ) Abandoned( )by D i 0 z--J DC Q e I a at V 4—t *!e,r G' � � � L QN-G' has been constructed in accordance / with the provisions of Title 5 and the for Disposal System Construction Permit No. 2 a i Y q dated Installer D 8tit,, /,y 0/Gr1-. Designer #bedrooms 3 Approved design flow gpd The issuance of this permit shall not/be con1str6ef d aas✓a guarantee that the system will function ads dest�gnn(edl. Date InspectortX No. tl () f - Fee tJ� THE COMMONWEALTH OF MASSACHUSETTS PUBLIC HEALTH DIVISION-BARNSTABLE,MASSACHUSETTS disposal *pstem Construction Permit Permission is hereby granted to Construct( ) Repair(� Upgrade( ) Abandon( ) System located at 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. f Date U/i l Approved by �J. �✓F �VF• ! ^71. 0/�tr!IM )Qe �� PJ •I( d � l u c Town of Barnstable �pIM tpk Regulatory ;Services Richard V. Scaly, Interim Director � 'BW($i IABL E.:. 9 M" Fabric Health''Dtvison �O f1s59 �0.. >a"Mekea�n,Dil. re tar 200 Main Sti eet,Hyannis, N1A 026O;t Office.,,50s-180-4644 Fax' S'03-?90 63() tnstallet .& Designer C.ertitcatcin Ftirrt. Date: '( ScF�agc Perm►t# :28/� f�5' Asscssor's'iVlap\Parcel, Designer: n ,ne �',n Weirs 4�c : Installer: ., v ✓tcz �k � . p.�rn, Address: l2 tom' Cr_ 5SP1.e (4 P)d Adidli css: ` 6A f _. T�'e5t'de1t On �TIQ �� �..�, �vv� �iG �,asisstteda ermit,to.installa " -T (date} (.installer} septic system°at -I9cnJ ', based_oii a do ign di awn by FIL.Kr 1 dated LLL(aesi;gneij, I certify- that t11e Septic systetx� referenceefi aUcave was. Installed substantially nccoidin to the design, .t�rh:ich,may iticlitde irinor approved chatlges.sitch as lateral relocation of"the clistritiittion,"bcix and/or sep is oink $trip-.out{if teq rir`.ed) as inspected and (lie soils: were£otnd sai factor}F. 1 certify that Elie septic system referenced above was'installed with major changes (i.c: greater.than I.0'" lateral rclocation.:ofthe SAS o.r:any vertical relocatdon f any component of the septic-system) but in,accordance with State & Local 'Regulatit ns. Phan revision oi- tertife., as,A ull y elesigiicr to follow. Strip 9 Lit.(if require ),was, inspected and the soils Welfe fozin<l satisfactorv.. ceiti.fy that the system rcteienceti above was,cotistieiete ncu.,vith the terms Of,the AA appr ki,z,. 1. applicable) 1t d� Mck " nstaller�'s St hatute, _ ��t (Deszgncz s S�gnatureJ {Affix Desib ci titnzp Here) PLEASE RETURRZ TU BARNSTABLE PUBLIC HEALTH 0VvrlS10X CERT[Ft'.CATE OF COV)<PLIA1tiC:E Vt�.tLL l�'UT ,BE :ISSUED Uti�T<L BOT1rI THIS lrUR1yt AN% -AS - BUILT U"ILT CAkD ARE RECEIVED BY THE BARNSTABLE PUBLIC EIEALTH DIN4910]\ THANK YOU: Q:.ScpticMcsignc•C;eriificanon Form Rev,3-1.4- 3:doe Town Of Biarns file r# Department of Regulatory services. Public Health Division 1� bate __ I �+ t�uas. to 200 Main.Street,Hyannis NIA 02604 lam. J` CA3 Date Scheduled/l 5� Cft � T Fee Pd. . i.� Soil Suitability Assessment for S� . ge Disposal ' y � c��1-�t? SC-rs . Performed'B B . _ �� Lk Witnessed,By::;. LOCATION& GENERAL INFORMA_TION_ Location Address I/S Owners Name Arline t I-r)IAV ; ; IIS (v'"}'► d r5 f__60 S 6 &\q ddress. �.a; 0 X� Z� qul� Assessor's Map/Parcel: Engineer's Nameay4D 1 y n e ells NEW CONSTRUCTION REPAIR _� Telephone#_ _ _7 G � l - jE Land:Use, R eS;`c�c n h Slo es 9n P. ( .) ( �Z- Surface Stones 3oc� Distances from: Open Water'Body ft Possible Wet Area 1' ,ft, .Chinking Water Well Drainage Way NurL2 ft Property Line MA-3 ft Other ft. SKETCII.(Streetname,dimensions of lot,exaerlocations of test holes,&Pere tests,locate wetlands in proximity to holes) ® z f1=,nt.material'(geologic)'. "'ro,nl'le Depth'to Bedrock,'�Q Depth:fo:Groundwatee Standing•Water in Hole ��^� Weeping from nit Face Estimated Se,asonat,High Groundwater y y DETERNIINATION FOR SEASONAL HIGH WATER TABLE Method Used: Depth Observed;standing in obs.hole: _ -_ in.. Depth to Soil mottIC - „ in. Depth to weeping from side of:obs.hole: :.in: Groundwater Adjustment $. Index Well# Reading Date Index Well level �,. Acllj(actor Adj.Croundwater l i vel PERCOLATION TEST nt3tp Time Observation Hole:# Time at:h° _ v �yv�1.� t Depth of i'erc S°�� 1 ✓1 Time at 6" Start Pre-soak Time @ C L `tlN 'lime.(V-6") End Pre-soak l S CtJ v s�s-Fc��.T W� �in �.R✓'l �i� ,.. Rate.MiriaInch. C 2 Site:Suitability Assessment: Site Passed •Site Failed: Additional Testing Needed.tYLN) original: Public Health<Division Observation Hole Data To B.erCompleted on Back----------- ***If percolation test* 1o,be conducted within 100' of Wetland,you must first notify the Barnstable Conservation Division at least one{1),week prior to beginning. Q)SEPTICTERCrORM.DOC DEEP.OBSERVATION HOLE LOG Hole# y Depth from Soil Horizon Soil'Texture Soil Color Soil Other Surface(in.) (USDA). (Manse!) Mottling• `(Structure,Stones;Boulders. _ o' si ten -. -ravel 3(g,-70 C, ga�dli ��n . lQY2s�3 DEEP OBSERVATION HOLE`LO'G Hole# 2 Depth from Soil Horizon Soil Texture Soil Color' Soil Other Surface(in.) (USDA) .(Munsell) Mottling (Structure,Stones,Boulders. Consistency %Grave)) 6-7 � . ru�q .sue la`fV2`If2 2.4 5 DEEP.OBSERVATION HOLE LOG �, Hole Depth:from Soil Horizon Soil Texfure Soil Color Soil Other. � ., Mottling (Structure Stones Boul ders. Surface m) (USDA) (Muusctl) Cnttec Gravel) DEEEP OBSERVATION HOLE LOG Hole.# Depth from Soil Horizon Soil Texture Soil Color Soii Other Surface(in.) (USDA) (Mansell) Mottling (Structure,Stones,Boulders on i enc I Flood Insurance Rate map: Above 500 year flood boundary No. Yes ___ Within 500 year boundary. No OC Yes, Within l00 year flood boundary No 2L Yes Depth of Naturally Occurring Pervious Material Does at least four feat.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 Proteefion and that the above analysis was performed by me consistent with the required tr ' expertise and experience described in 310 CIv1F2 IS.617. Signature Date. QA$FPMC\PBRCFQRM;DO'C LOCATION �S� �' ' 0. SEWAGE PERMIT NO. 71 "� Id` o/BAR S IONS �4 VILLAGE '� �), v-► wt o I N S T A LLER'S NAME A ADDRESS c o UILDER OR OWNER R. ca DATE PERMIT ISSUED - DATE COMPLIANCE ISSUED 4 1 1 it 1 ,� No....................._ a ...... THE COMMONWEALTH OF MASSACHUSETTS e �,. -3 L/ BOARD OF HEALTH .......T, _14J.,J..........OF...... Appliration for Uhip a al Workii Tnnitrartinn Frrmit Application is hereby made for a Permit to Construct (>�) or Repair ( ) an Individual Sewage Disposal System at: 1` Location-Address or Lot No. Owner Address W Installer Address go d Type of Building Size Lot---___ :._0.0-7.S . feet Dwelling—No. of Bedrooms............................................Expansion Attic ( ) Garbage Grinder ( ) 1:14 Other—Type of Building ............................ No. of persons............................ Showers ( ) — Cafeteria ( ) 04 Other fixture w Design Flow................-�� ..................gallons per person per day. Total daily flow----------------- .. ................gallons. WSeptic Tank—Liquid capacity 1000gallons Length..... Width..... _1.... Diameter________________ Depth..... _`.-- x Disposal Trench—No. .................... Width.................... Total Length.................... Total leaching area....................sq. ft. Seepage Pit No---------/'.......... Diameter.../Z_-_5.. Depth below inlet.......4...... Total leaching area.-mil A sq � r� Z Other Distribution box (,�c) Dosing tank ( ). '—' Percolation Test Results Performed by u ka_.. 6 �_.�! _= Date.��_s_. ..' ...... Test Pit No. 1...:5�Z...minutes per inch Depth of Test Pit._ 44...... Depth to ground water.20:1"__._E Test Pit No. 2---f��.Z•-_minutes per inch Depth of Test Pit.. _... Depth to ground waterCO4�!?:d..� a ••--••-•••.•----------------•••-----•••----••-•---••-•••••...•••--••--------•---•----•-••------ o �c�o � p� Description of Soil------------------.1._le.�.e_'E.....•--Ia--°•�-.A4;Iq- --------��............................................................... x c., w UNature of Repairs or Alterations—Answer when applicable................................................................................................ ------•-•------------------------------•---•---------------•----------•-----•--•---.....-----------•------------------------------------------...----------------------------------------------...----•- Agreement: The undersigned agrees to install the aforedescribed Individual Sewage Disposal System in accordance with the provisions of iITI,L 5 of the State Sanitary Code— The undersigned further agrees to place the system in operation until a Certificate of Compliance has beer is ued by b rd o - Ith. Signed..V, )�.. ....... ............................... l� Application Approved By.................. •1 ... f Date Application Disapproved for the following reasons---------------------------------•-----------------------------•----------------------------•--••-------------•-- ...........................................••---•-•--------•------•-•-••-•...----------.........--------•--------------------------------------------•••-•-----•-•--------------••-•................... Date PermitNo......................................................... Issued_....................................................... Date Noo-.Y ....... FEs............................ THE COMMONWEALTH OF MASSACHUSETTS . 3 Lf BOARD OF HEALTH 2 a.w..ti1...........OF...... ................ ApplirFa#ion for Dhipoii al Nlorkg Towitrnrtion ranfit Application is hereby made for a Permit to Construct or Repair ( ) an Individual Sewage Disposal System at: , ........3 Aj M Location-Address or Lot No. ......................--..................._........----•-...•---•-............---•--......_.... .........----•-------....•--_................_._..........._.....•----............................ Owner Address Installer Address Type of Building Size,Lot_5.4..__.U0. — feet a Dwelling—No. of Bedrooms.............................................Expansion Attic ( ) Garbage Grinder ( ) 04 Other—Type of Building ............................ No. of persons............................ Showers ( ) — Cafeteria ( ) Q' Other fixtures -------------------------------- . . W Design Flow.................�_ .............gallons per person per day. Total daily-flow.._...........7..•--..._0...............gallons. WSeptic Tank—Liquid capacity&M� gallons Length___.-3 Width..._....... Diameter------------- Depth.... ...... x Disposal Trench—No..................... Width.................... Total Length.................... Total.leaching area....................sq. ft. Seepage Pit NO--------I---------- Diameter.... _�.`-3_ Depth below inlet_._,4'-...... Total leaching area!-5••.-_5sq-.4+.G 1-7p Z Other Distribution box (X) Dosing tank ( ) '-' Percolation Test Results Performed by -n_ _._7 _ -_C-_E-�'-"-�.._j^JC: Date-;-F.-..Z_4..`g _...... 9�F /"------------- // ,4 Test Pit No. I . _�--.._minutes per inch Depth of Test Pit-_14` ...._.. Depth to ground water. T'..._EV 44 Test Pit No. 2..5;.. ...minutes per inch Depth of Test Pit.J__�'�_-1."_... Depth to ground watelC_.O._v. P4 -----------•: -••---....-•-----••-•--•-.....--•---•-••.......................................... D Description of Soil..................s .- - `•.`— F '� L.........................4 ............................................. V -------------------------------------- •................................................................................................................................................................. W UNature of Repairs or Alterations—Answer when applicable................................................................................................ -----•-----------------•------------------•----...---------•-------•----------------•-......------------------------------------------------------------------------•--•---•-----•--......-------------- Agreement: l The undersigned agrees to install'the aforedescribed Individual Sewage Disposal System in accordance with the provisions of TITI.I 5 of the State Sanitary Code—The undersigned further agrees .�' t _,R x tg place the system in operation until a Certificate of Compliance has been issued by the board of health s Signed -------------- � " f Application Approved By.......:........ ....... _ Date Application Disapproved for the following reasons: ------------------------------•------------------•-----------------------•-----------------------•-------- M-- -------------------------••---•-•-......--•---•-------------------•-----•---------.....---------...------------•--•------•---------------------------------------------------------------•--------------- Date PermitNo........................................................... Issued....................................................... Date THE COMMONWEALTH OF MASSACHUSETTS a BOARD OF HEALTH 77.....................................OF..................................................................................... %urdifiratr of TontpliFanrr THIS IS T RTI jj That the Individual Sewage Disposal System constructed ( ) or Repaired ( ) :------------------------------------•----•-------------------•---------------------------------------•--------_----------------------•--- ler has been installed in accordance with the provisions of TIl -------�-------- F►------------------•-------------------•-------- at.......................... �--- p T LF j of The State Sanitary Code as described in the application'for Disposal Works Construction Permit No.'hl __0 .......... dated_............................................... THE ISSUANCE OF THIS CERTIFICATE SHALL NOT BE CONS RUE® AS A GUARANTEE THAT THE SYSTEM WILL FUNCTION,SATISFACTORY. x a5- DATE............ Inspector............... . ..... `- --- - - - .........---•-••-- -- THE COMMONWEALTH OF MASSACHUSETTS BOARD`OF HEALTH E .....................................OF..................................................................................... No.. FEE_ e.............wisposal rkp %Ton,otrnr#ion ramit Permission.. , is hereby granted , �?f ..........................................................�6..7 to Construct ( ) or Re air ( ) an Individual Sew2 e Disposal,System at No. L... ... •-- Street as shown on the application for Disposal Works Construction Pit No. "_1?4Dated.._...IQ__.7.2 S................. ��` O ........ Board of Health }' DATE ......-•-------•------•--- ;V FORM`fd iv. '255 A. M- SULK IN, INC., BOSTON t i 11E y i - 97--EXISTING CONTOUR N Doral Dr cc x 100.98 EXISTING SPOT GRADE ® o a 97 PROPOSED CONTOUR LCP 25575 D W EXISTING WATER SERVICE ,Angfn A Dr N � G EXISTING GAS SERVICE 5 U - - UNDERGROUND WIRES c MA RS T ENS LANE � TEST. PIT , , -. pakmont LinHamsted Ln $ BENCHMARK 96.16 98,37 101.31 LEGEND edge 98.88 Of 99.80 pant LOCUS 98.12 + x 304. DRAINAGE EASEMENT j =170.00 9 1 L=78.09' 3 Route 6 - Mid Cape Hwy EXISTING LEACH PIT .0 TP-1 9 99,29:`: ' LOCUS TO BE PUMPED, FILLED. WITH 99 -� �� NOT TTO SCALE SAND AND ABANDONED :` TP-2 9 3 x 100.29 ~ 99.51 \\ GENERAL NOTES: ' �1 1` I 1. ALL CHANGES TO THIS PLAN MUST BE APPROVED BY THE LOCAL 03 I BOARD OF HEALTH AND THE DESIGN ENGINEER. 103. EXISTING SEPTIC TANK t k 0 .100.0 +1oo,d7100.06 2. ALL WORK AND MATERIALS SHALL CONFORM TO THE REQUIREMENTS o lRRIGA 101Va ".T,, OF THE STATE ENVIRONMENTAL CODE, TITLE V, AND ANY APPLICABLE TOP OF TANK, EL.=99.23 10012188; LOCAL RULES AND REGULATIONS. INV. OUT =9790f l t -310 CMR 15.405 1 b : - o> 300.47 ( )( ) ( ) / ¢a. PAVED: 10 4 1) A 9' variance, SAS to cellar wall, for on 11' setback. POSSIBLE NEW TANK 105 0 1 0.3p G +100.46 r O /. ` DRIVEWAY., 2) A 2' variance to the 3' maximum cover requirement, for SEE PROFILE NOTE, SHEET 2 x I up to 5' of max. cover. S.A.S. shall be H-20 and vented. l •b x 100,58 PRIOR • � AL SYSTEM SHALL NOT BE BACKFILLED 0 3. THES SEWAGE DISPOSAL BENCHMARK t � TOP/IRRIGATION BOX ✓ RIG.B TO INSPECTION AND APPROVAL BY THE BOARD OF HEALTH AND THE 105.791 i 100.80 ` ioo;6a DESIGN ENGINEER. N CONSTRUCTION DIFFERING O 4. ANY CONDITIONS ENCOUNTERED DURING CO gt 1 0.42 O oo.a9 FROM THOSE SHOWN HEREON SHALL BE REPORTED TO THE DESIGN Cv y \ GARAGE ENGINEER BEFORE CONSTRUCTION CONTINUES. f x r 100.50 1 10s.31� 5. ALL ELEVATIONS BASED ON AN ASSUMED DATUM. .N (STING V7 EX 0� 3 � . FAILURE OF -Xr�v D I `�' 6. THE DESIGN ENGINEER IS NOT RESPONSIBLE FOR THE F LU E tt I o !r �\ HOUSE(1456) lw THE CONTRACTOR OR OWNER TO NOTIFY THE LOCAL BOARD OF F TOWN OF ry� x� \\\ ,p % \ T.O.F.=101.7E PA W 0 HEALTH FOR PROPER INSPECTIONS DURING CONSTRUCTION. t 106.1a �� O .,1 \ N w � t I p x 4y \ 0 7. WATER SUPPLIED BY TOWN WATER SERVICE. BARNSTABLE �\104,23'\ •:* i P 04 x\ \��� 0 8. THERE ARE NO WELLS WITHIN 100' OF THE PROPOSED S.A.S. f ��\ yy�iobso �n 9. ALL AREAS CLEARED FOR CONSTRUCTION SHALL BE RESTORED AS l 6 0� AGREED UPON BY OWNER AND CONTRACTOR OR AS OTHERWISE I 09 ���� DIRECTED BY THE APPROVING AUTHORITIES. �, \\ x 1�6, 113. k\ 100.87 } 10. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO VERIFY x �'•+ v x r �4o A�� x�` u[>jER-� �F THE LOCATION OF ALL UNDERGROUND UTILITIES, PRIOR TO BEGINNING 0 M , 114.63 ~ loes CONSTRUCTION. \�Yp � -' _Jam\`.-- :�0��� �\� ss'�CyG 11. WHERE REQUIRED, CONTRACTOR SHALL REMOVE ALL UNSUITABLE SOILS ---- o PETER T. IN THE AREA BENEATH AND FOR 5' ON ALL SIDES OF THE S.A.S. AND McENTEE REPLACE WITH CLEAN SAND AS SPECIFIED IN 310 CMR 255(3). STRIPOUT BOUNDARY VENT STRIPOUT AS REQUIRED CIVIL "' 12. AREAS REQUIRING STRIPOUT OF UNSUITABLE MATERIALS SHALL BE TO SUITABLE SAND � No. 35109 INSPECTED BY A LICENSED SOIL EVALUATOR PRIOR TO BACKFILL. R �� 13. THIS PLAN IS TO BE USED FOR SEPTIC SYSTEM PURPOSES ONLY AND (SEE NOTE 11) �, IS(E.� IS NOT TO BE CONSIDERED A PROPERTY LINE SURVEY. • i LOT 12 54,007 ±SF � PROPOSED SEPTIC SYSTEM UPGRADE PLAN I PARCEL ID: 348-024 456 MARSTONS LANE, CUMMAQUID, MA � Prepared for: Arline Falls, P.O. Box 324, Cummaquid, MA 02637 CB q, OWNER OF RECORD Engineering by: SCALE DRAWN JOB. NO. 113.12 Aa 10730. o FALLS, ARLINE Engineering Works, Inc. 1"=30' P.T.M. 152-18 �399p- P.O. BOX 324 12 West Crossfield Road, Forestdale, MA 02644 DATE CHECKED SHEET NO. CUMMAQUID, MA 02637 (508) 477-5313 4/25/18 P.T.M. 1 Of 2 NOTE: TO PREVENT BREAKOUT, THE PROPOSED FINISH GRADE SHALL NOT BE < EL:97.5 FOR A DISTANCE OF 15' AROUND THE SEPTIC TANK PERIMETER OF THE S.A.S. INSTALL RISERS & COVERS OVER INLET PROPOSED SAS AND SET TO 6" OF FIhi1SH GRADE. PROPOSED D-BOX PROVIDE TWO ACCESS MANHOLES TO WITHIN 3" ~ INSTALL WATERTIGHT RISER & OF FINISH GRADE FOR INSPECTION PURPOSES T.O.F.=101.7E COVER SET TO 6" OF GRADE CHARCOAL F.G. EL.=101.2E F.G. EL.-100.5t F.G. EL.=101.8E F.G. EL.=102.1(MAX.) VENT • MAINTAIN 2%, GRADE (MIN.) OVER S.A.S. + J GARAG O S=1%4(MIN.) (�D 5=1""/5(MIN.) � � 11 EXIST/NG 4"SCH40 PVC 4"SCH40 PVC T4� ,/,���"� HOUSE(#456) U_Lio"I aa0laaa �`� -o ��Fj T.O.F.=101.7E ia., s" aaaaaaa �` �O EXISTING 48" LIQUID \ `� • LEVEL . ADD 4' 4.8' 4' �J� GAS BAFFLE J INV.=97.27 PROPOSED INV.=97.10 S-� INV.=97.90E D—BOX EFFECTIVE WIDTH = 12.8' \�� ��� ' " ' � •• ' ' INV.=97A0 \Y` 29.0' (VERIFY) 2-500 GALLON LEACHING CHAMBERS EXISTING SEPTIC TANK 4 SURROUNDED WITH STONE AS SHOWN [7IF EXISTING SEPTIC -TANK IS"DAMAGED 'DURING INSTALLATION, IT 7 SHALL BE REPLACED WITH A NEW 1500_ GALLON SEPTIC TANK H-20 RATED 3 TOP CONC. ELEV.= 98.1 f BREAKOUT ELEV.=97.50 SEPTIC LAYOUT INV. ELEV.=97.00 aaaa NOTES: eases BaaaB 1 CONTRACTOR SHALL VERIFY ALL EXISTING PIPE = aBaa eases BOTTOM ELEV.-95.00 PRIOR TO INSTALLATION. 4' 2 x 8.5'=17.0' 4' INVERTS, .4' MIN. OF NATURALLY OCCURING 2) D-BOX SHALL BE SET LEVEL AND TRUE TO GRADE . VARIES-REFER TO SKETCH ON A MECHANICALLY COMPACTED SIX INCH CRUSHED PERVIOUS MATERIAL STONE BASE, AS SPECIFIED IN 310 CMR 15.221(2). 5' MIN. ABOVE GROUNDWATER I EAC:HING SYSTEM SECTION ®®E ® ®® REQUIRED. BOTT. OF TP-1 EL.=78.9 — ®®®®®® ® ®®r ® 33" 3 INSTALL INLET & OUTLET TEES ASOf 3 ® 4) CONTRACTOR SHALL INSTALL A GAS BAFFLE ON ESTIMATED DEPTH TO GROUNDWATER=70't 3/4" TO i 1/2" DOUBLE WASHED STONE J�#U THE OUTLET TEE. 3" LAYER OF 1/8" TO 1/2" DOUBLE WASHED STONE „ SYSTEM PROFILE SEPTIC (OR APPROVED FILTER FABRIC) 102 DESIGN CRITERIA SOIL LOG 4" KNOCKOUT DATE: APRIL 25, 2018 (REF#15,654) 20" DIA. COVER NUMBER OF BEDROOMS: 3 BEDROOMS SOIL EVALUATOR: PETER MCENTEE PE(SE#1542) WITNESS: DONALD DESMAIS R.S. HEALTH AGENT 4" KNOCKOUT0 4" KNOCKOUT 58" SOIL TEXTURAL CLASS: CLASS 1 (0.74 GPD/SF) ELEV. TP-1 DEPTH ELEV. TP-2 DEPTH DESIGN PERCOLATION RATE: <2 MIN/IN 89•9 A 0" 90i1 A 0" DAILY FLOW: 30 GPD LOAMY SAND LOAMY SAND DESIGN FLOW: 330 GPD 89.4 10YR 4/2 6" 89.5 10YR 4/2 7„ 4" KNOCKOUT GARBAGE GRINDER: NO—not allowed with design B B 330 GPD = 445.9 SF LOAMY SAND I LOAMY SAND 500 GALLON CAPACITY, H-20 LOADING LEACHING AREA REQUIRED: ( ) 86 9 10YR 5/8 36" 87.1 10YR 5/8 36„ CHAMBERS .74 GPD/SF C1 � C1 EXISTING SEPTIC TANK: 1000 GALLON CAPACITY FINE FINE SANDY LOAM SANDY LOAM N.T.S. PROPOSED D—BOX: 1 INLET, 3 OUTLET (MINIMUM), H-20 RATED & SILT LOAM & SILT LOAM 2.5Y 5/3 2.5Y 5/3 PROPOSED SEPTIC SYSTEM UPGRADE PLAN USE 2-500 GALLON LEACHING CHAMBERS IN .SERIES s4.1 70" s4:1 72" C2 PERC C2 456 MARSTONS LANE, CUMMAQUID, MA SURROUNDED BY DOUBLE WASHED STONE ON ALL SIDES MED. SAND 40/52" MED. SAND SIDEWALL AREA: 2(12.8' + 25.0') X 2 = 151 .2 S.F. 2.5Y 6/6 2.5Y 6/6 Prepared for: Arline Falls, P.O. Box 324, Cummaquid, MA 02637 BOTTOM AREA: 12.8' x 25.0' = 320.0 S.F. Engineering by: SCALE DRAWN JOB. NO. 78.9 132" 78.1 132" NTS P.T.M. 152-18 TOTAL AREA:..............................................................471.2 S.F. NO GROUNDWATER, PERC RATE: <2 MIN./IN.(REFERENCE PERC , 4/24/84 Engineering Works, Inc. .ESTIMATED DEPTH TO GROUNDWATER=701t_ 12 West Crossfield Road, Forestdale, MA 02644 DATE CHECKED SHEET NO. DESIGN FLOW PROVIDED: 0.74 GPD/SF(471.2 SF) = 348.7 .GPD tSOILS_SHALL BE VERIFIED AT TIME 017 INSTALLATION AT S.A.S. LOCATION f (508) 477-5313 4/25/18 P.T.M. 2 of 2 ?i q7, 5 i : 1 1 1 A . -----may-- /, f - - / •,.:. ..�. 7. ..._._._._._._....._.....�...� < fir..'..-!_.0 _,. _ � rl•---- .. .. ♦ .. , _�LL ,� 1 i All r" r4� t r' f t�e /Z S C F�L / = - _ ,. _.- f' / _ V ^'i,�?/t l f-w O C_ &- C O V AI R S 7-© rc)c i r-n d F rr-o f r l r- = C1` S ¢ PCP" 0 4 e � "'•.,.�• _.-�__ _. 1 -7x; '•`�.,,_�.. - is I O � D/57 o "7 , z , 0 fir__,^, ^_^ --/'^'_ s / w -_ -T— .C/_.+ter � // f L ' I LOG l�. s rr� tJ. 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