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Home My WebLink About83-1791 - Topographic Site Plan004" -DEEP ORSF RVATON HOLE a Tat Date: MAY 22, 2011 - Witness: Phil Rertod, Yorm60th Health Dept. tep"eewbtiee PERFORMED BY Robert At. Peso, P.P. daatlot depth (in.) borLon Restore „ tiller mottling other 5.7-4.8 0-'20 A.. med.sand (018513 10VR 4,12 4.1)-2.6 20.37 R. lommoi IOYR5/ loam. sand IBYR U6 - eElOW TANK_.A i C 26-(-)2J 37.96 C med.iand 23Y5'i 'les"t material: Cta<ial ooMuh Depth to Ctrmndwatems 56 Inch depth (Fier.- 1.0) Perc. test datug" T1,M 2 PF.RG RATE -Len than 2 MPI Groundwater adjustment: Reference wen= MINV 29 for April • 8.9 R adjnxment Adjmted F.lerstion T 2.8 PER HTALTI DEPT.: lfi✓CN/,7 LAK K � N/� / L SET /N U7-1 ,e otE 6 CD ?o In 'D So 6r _ r DEEP OBSERVATION BOLE N I Tat Date: MAY 22, 200^,; - p Nitneo: PFB Renand,Yatmooth llnith Dept representative - �, PERFORMED BY Robert M. Perry, P.E. Q , \\ ku \ h rj'c G L>vY/L elnation depth (in.) horiron 'tests" toter -. mottling other 6.1-5.0 0-13 A coed. and 10VR 4,12 ' LIQUID 5.0-2.9 LI -38 R loam. sand IBYR U6 - eElOW TANK_.A 39.96 C sold. sand 2.51'6N Pant material: Claciat setwash Depth to Groundwater. 61 inch depth (Fire. 1.0) " C lCn "T/J/- �'��'� Pere Tetted:l2'to9- in 4 maiiiV to 6' in 5 min. PERC. RATE -Less than 2 MPI Lit Grnandwateradjuetment Refreneewefl -MTW 29 f°r April -0.9 R.•djustment • _ _ __ _ &t.;ted Lialm in, -2 PER I I EALTIIDEPT- y 1 Beach i t {j @ llbi BA), k aad Td.' Plat Poe ' 'll and idnCf.,�� rl i 1 G Scale: I in.120 7,- ,.� - /1 ,y p .6 r , g_ L E G E N D /�/' ✓FAL F Y/E D^/ F/ - f7 --�- "OP65I&O CON'ibu2 uNe [K3 pbfnfl atseave ARPr4 / 20' -rx EXl"n NC'y CON77mU9L XRR M015TINtE TSPor MLIIVA710 -w- WATCR LIN& ® 5T` tiOLa LOcn7(ON s�4.►46V ® Pt7bPb6t'A Isco G.SE/'T7`4SN 1� r7f: T-11= Y LINE J 17H OF � . -PA OFF I'p.OFbSeD Ot57RJT3UT0U BOX �x-� fa55ED 9R7rHL1=NATIO N 4in720PL76Cp SAS -'IJP3RAR+OIJNCUT'ILIT`Y V p CFIAr1 CC p a :'•': PERRY Z U VV'Jt- �. y CIVIL AfJa. 2u is f $�,P�•;c :i5E84� S orr' SS O AL f• ° •i GENERAL NOTES „NVf n .I �Q /, ELEVATIONS ATIONS REFER TO NGN,D. ELEVATION BENCHMARK IS A NAIL SET IN ye •'F�` �(l� i- ��2Z THE BASF OF TINE LTILTTY POLE AT:TI E NORTH EAST PROPERTY CORNER "/Gf/a CiCC..---YYY ` AND IS SHOWN ON THF. PLAN. FOR ADDITIONAL ELEVATION DATA POINTS 7 LVE CONTACT CAPE COD ENGERING, INC. d 2. PLAN REFERENCE: LCP 14426 H AND A TOPOGRAPIHC SURVEY PERFORMED ON THE GROUND BY SOULE LAND SURVEYING, PETER SOL'TE PIS. - 3. ALL SEPTIC SYSTEM CONSTRUCTION MATERIALS STIALL CONFORM TO THE -STATE. SANITARY CODE, TITLE. S AND TOWN OF YARMOUTH HEALTH PUMP SYSTEM SPECIFICATION REGULATIONS. 4. A WORK LIMIT FENCE SUITABLE TO THE YARMOUTH CONSERVATION PROWDF AN EFFLUENT PI'MrING SYsTrAI FOR RPSIDEN-TIALSTUAGF- COMMISSION SHALL BE SETIN PLACE. ALONG THE DESIGNATED WORK DISPOSAI,SY'STFMS SPECIFIED AS FOLLOWS! L[MIT-PRIOR TO ANY WORT: OCCURRING AT TIFE SITE. • PUMP CHAMRFR . ACME PRECAST 1000 GALLON SF-PTIC TANK NOR 5. INSTALLATION CONTRACTOR SHALL VERIFY THE NEW SOIL PIPE CONDITION EQUAL) RETROFITTED AS A PUMP CIIAMRFR 14724-f MIN.? ACCESS AND ELEVATION PRIOR TO MAKING CONNECTION TO "IF,, NEW SEPTIC TANK y MANHOLE 0VFR THr PIMP LOCATION; SET FLOAT SWrrr"VS AS 6. EXISTING SEPTIC SYSTEM COMPOtiBNTS SHALL BE COMPLETELY REMOVED ' INDICATFD BELOW ALLOWING OWING A CAPACITY IN EXCESS OF 550 CAL FRO?( TIiF. SITE. ABOVETIFF WORKING LEVEL71'. CA 7• ALL UNSUITABLE SOIL OR FILL WHERE ENCOUNTERED, $HALL BE RE>TOVF.D • PROVInF A RS SIZ11 ; PRO CAST )BON RING FASEAN)WYER IN G ell TO A DISTANCE OF 5 FT, FRONT THE PERIMETER OF THE SAS, SOIL TESTS • PITTI'Vtl'FRSSRNN;PROVTDF, QI'ICK-RELEASE CTHfPLINC FOR FORCE MAIN CONNECTION. INDICATE THAT ALL TOPSOIL AND SUBSOIL SHALL RFQ(TRF, REMOVAL - - • LEN T.I. CONTROT.\ l A T AZAR. L SNl' ITCIIF3 SHA11 BF SFA . MERCURY PRIOR T O TFIF APPLICATION OF CLEAN SAN71) FILL.- FIA,T INN � TrnFF.5 , CONveerrn TILRocc 11 A nFAM 43liNCT1O9 BOX S. EXISTING SEPTIC SYSTEM COMPONENTS SHALL BE REMOVED AND ALL ATTACHE D ARONT,IF \ TI .CHR, 1nF.R 1I 1(:11 WATER I.FVt% wIRED IN DELETERIOUS SOIL \NT1Ti IT SUBJECT TO INSPECTION. ACCOFLECUDANCEMTfH STAY E RFQIICALCOnF RLQnRFV1rvT5• 9. INSTALLER SHALL CONTACT CAPE COD ENGINEERING, FVC.IF ANY TLFCTRICAI. PFAbnT MAY Be REQL9R rn.-QI)FSTIONS OR DOUBTS ARISE REGARDING SOIL, CONDITIONS OR SITE + • PU51P SHAD. RE ON SEPARATE FTECT. (1RUITT FROM ALARM SN "STENT. • ALARM SITALL BT: INSTALITT) ENTICE BC11.nryG 5FRNTn BY THF CONDITIONS FNCOU'NTT.RED DUWNG CONSTRUCTION. SI STEM.. 10. ALL EXISTING LTMMFS SITALL RE DISCONNECTED AND REPLACED W FTH • 5TTITTIIER FLOAT SNTFCHUS AS FOLLOWS: NT SFRNI CF_S t - r • 'PFMr ON- 12 IN. ABOVE TANK BOTTOM I1. NO KNOWN POTABLE WTLIS EXIST WITHIN 200 FF. OF THE PROPOSED SEPTIC = • `T'L?1P (IFF- 4 IN:ABOVF TANK BOTTOM SYSTEM. ``` • . "ALARA{ON- 14 IN, ABOVE TANK BOTTOM 12. DFCORATTVF. FACING TO BREAK(HIT BARRIER OR LANDSCAPE / TITLE c tiO'fT.:6 INCII DRAW -DOWN- APPROX. 135 CAL IDOST; 4 RFSTORATIOY,DRIVTWAYSLIiFACINGSHAI,LBEASDMECT•I:DBYTIIE- DOMES, RAY OWNER - • PROVIDE A C ATT VALVE ON THF 2INCTI FORCE MAIN tNCTTT TIFF 13• PLEA -ST REFER TO THE ORDER OF CONDITTONS ISSUED FOR THE PROJECT BY PUMP CITA+IRFR RANT IN- OPEN RCE MAI ' TIFF YAR.MOT.TIF CONSERVATION COMMISSION AND ANY OTHFR RELATED • PROYIDF. I M" U F resI OL ON P FORCE. MAIN (11 % BrR ON CONDITIONS ISSUED BY TIFF YARMOUTH HEALTH DEPT. PRONTDC IdS- W EFi HOPI.ON PORCF. MAIN IN (lI AMRTR ON ETF. •D' BOX S1nE OF TITS CIIrrK VALN'F_ - • PIMP ANT)AIARM STTNIJ, BE TF-.STFn PRIOR TO comriETiov OF BACKFILLING - • ALL PIPING SII ALL BEPROPFRLYJOINTED,TIGIFT-CUEDSCII.tl PV(" DESIGN DATA INLEHr-R SSOtWrsrnrrROYEn. HYDRAULIC LOADING 5BEDROOMS C110GPDIBEDROOM=550CPD SEPTIC TANK SIZE, - 550.01200% - 1100.0 -PROVIDE 1500 GAL. TANK - 11-20, 7AYK eFovAxcv RFOTIREgrv�N PERCOLATION RATE =LESS THAN 5 MPI BOTTOM AND STDEWALL LOAD RATE - 0.74GPD PRTCAS ACCORDING ARE O CAL /.D NON-RUOS. TOL LO%%SEAWATER- DV' STDEWALL AREA NOT APPLICABLE, W/ BED - TITE SAS W'FIGHT ACCT)Rn1NC TO GLCh'LATIOVS AS EOIJAW'Sr BOTTOM AREA - (30')(25) - 750.0 S.F. P m tn�w its f`VMP (11 OTTER: N T.-14 W LRc:.f NX. nrmuCF MTN-T- TOTAL AREA HYDRAULIC LOADING - (750.0 S.F.)(.74 GPI)/S.F,) 1 555.0 GPD CA45 LRS, Cm NII RNNtIGIIT SHALLTAKF THE FORM OF A MINIMUM TOTAL SYSTEM CAPACITY GPD -" FF. FARTI CONTR WITH A SATI'RATF.D SOIL WEIGHT OF APPROX. 75 LRS PER CrnTC FOOT- *SAS CONSISTS OF A BED-TYrE FIELD WITH PERFORATED PVC PIPE AND - r. L2R•)SpnrAt_STPTMTANK:WT,-Ilam mS mSPucT.MENT-26.143Lilts STONT.SETTOTHE ELEVATION'S SHOWN, SURROUNDED BYDOLTBLF,- COCN I IJM I.li:it 17,41 NLL TAKE THE FORM OF A MINIMUM OF I FT. Or WASHED,'/." TO 1 'G" STONE W12 LAYERS PFRMF.ABLE GEOTEXTILF, - TART1 COVER M'mi A SATIiRATED SnfL WT.ICIIT OF AIRROX-75 LRS PER FILTF,RCIATH OVER THE STONE FIELD, ALLOW FOR AMPLE OVERLAP Ct BIC FOOT. - THIS DESIGN IS NOT SUITABLE FOR USE WITH A GARBAGE DISPOSAL UNIT, • TOPOGRAPHIC SITE PLAN SHOWING PROPOSED REMOVAL OF AN EXISTING SINGLE FAMI Er,s7- !r fj , c ' t G 7 �+'` ) ,r € r, J 6' j ,T 4. fi• r L, ' i + V 1, i ,'. -• .�I �'�- .+lR^ ' r.. " � i ,Ar !7 ""'•� //,-� _ +' <:' ' O .7 - 1. P . r- - - r G 1 F J � 6, + 1 U e � ��__ DRrvF✓4AY � � tf� v v 'tom_ 4 BUILDING COVERAGE • TOTAL LOT AREA - 27,849 S.F. • UPLAND AREA = 15,600 S.F. PER DEP F/LF, # SE 83-1791 - - -� • PROPOSED DWELLING FOUNDATION & DECK PROJECTION AREA =3,897 S.F. • RATIO = 3,897 S.F. "/ 15,600 S.F. - 24.9% q SEIF_ TIC s,ySTEM 1:3,1zO'FIL.E• T%'� G.•A i>.uC /f VANWOLM 6 COVE R -MIN .DIA.24' u ,a wtT1-nN c oP FINteHea t3t7/iDE. � 2'^'� wj �o�� r_1 / -- 4 c7 4'1-,v- LY r DWELLING; ✓s F_ s.'ir)v c.o PPFd {vo f'r.^ter 7 cr PROPOSED CONSTRUCTION OF A REPLACEMENT .os o _:Eo+i�r,�r✓7- SINGLE FAMILY DWELLING F,. - -• 1 c e F 9 u ' /`` J c " o AND SUBSURFACE SEWAGE DISPOSAL SYSTEM AT 356 GREAT ISLAND ROAD - i L WEST YARMOUTH, MA 101 ----'!,7'I , --�J r RFV- le, j/o 6 ASSESSORS' MAP 14, PARCEL 137; �l Ian f- 1. •, �._ _ NOT TuB 7. �,, --- - _. - - - �-- - ---- _- -1-- toc.vrle~ PREPARED FOR _ _ E. PAUL TINSLEY 1 r rt L F---- ' 7- ' 1 r[ = !7. O ��. `, 850 COMMERCIAL STREET, SUITE 200 W'ORCFSTF.R, MA 01608 i .• < , ^ c x F / rF <[ .i 1 S �I r r STAY 22, 20071"-20'SCALE I _ P PREPARED BY %y , /s c E �cl � e , a . n • 'c COD ENGINEERING, IN Rev /o . Ls. 0,7 - E ROBERT M. PERRY, PE Fp s c %- I- 6- 6• ��---t{'!- n• E'.+i/Fi-' -_" /�I r P.O. BOK 1517 APPROVED P FAST DEN -NIS, MA 02641 DATE!` O4 V />�„- i_\•.-. r( :.o REV. G-21.07 TEL -508-385-1445 1 6 o" 8/AFcLE 1.67 v t C :I e 7 ' LIQUID .0's, or 3/4n 1b ) LEVEL eElOW TANK_.A T ALL PINL, It, EG 4! 0 "PV. C.TIGHT SBP7lC TANie. (/-/-20) 301147. m&.LL0m%-- y PRGCA6Y S�L•11.1FOiZCCD 1p NCCz£Tt �. <O 4 c7 4'1-,v- LY r DWELLING; ✓s F_ s.'ir)v c.o PPFd {vo f'r.^ter 7 cr PROPOSED CONSTRUCTION OF A REPLACEMENT .os o _:Eo+i�r,�r✓7- SINGLE FAMILY DWELLING F,. - -• 1 c e F 9 u ' /`` J c " o AND SUBSURFACE SEWAGE DISPOSAL SYSTEM AT 356 GREAT ISLAND ROAD - i L WEST YARMOUTH, MA 101 ----'!,7'I , --�J r RFV- le, j/o 6 ASSESSORS' MAP 14, PARCEL 137; �l Ian f- 1. •, �._ _ NOT TuB 7. �,, --- - _. - - - �-- - ---- _- -1-- toc.vrle~ PREPARED FOR _ _ E. PAUL TINSLEY 1 r rt L F---- ' 7- ' 1 r[ = !7. O ��. `, 850 COMMERCIAL STREET, SUITE 200 W'ORCFSTF.R, MA 01608 i .• < , ^ c x F / rF <[ .i 1 S �I r r STAY 22, 20071"-20'SCALE I _ P PREPARED BY %y , /s c E �cl � e , a . n • 'c COD ENGINEERING, IN Rev /o . Ls. 0,7 - E ROBERT M. PERRY, PE Fp s c %- I- 6- 6• ��---t{'!- n• E'.+i/Fi-' -_" /�I r P.O. BOK 1517 APPROVED P FAST DEN -NIS, MA 02641 DATE!` O4 V />�„- i_\•.-. r( :.o REV. G-21.07 TEL -508-385-1445