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Home My WebLink About135 Crowell Road - Sewage DisposalT2 - 19 // i 4 Q ?X X b r + R ?3• DEEP OBSERVATION ROLE #I Test Date: November 12,1998 ; Witness: Amy Von Hone, Yarmouth Health Dept. elevation depth (in.) horizon texture ' color mottling othe 7.0-6.3 0-9 A loam.sind 10YR 212 FGA 4z_% 6.3- 3.3 9-44 B loam.ssnd I 011 4.!6 3.3 - 2.0 44 -'60 CI med, sand 10YR516 1 2.0 - -0.7 60 -92 C2 med. to l OYR 616 coarse sand UnSFIL!y !, A _ LOCUS MAP \ � t e � O '7x d' C, r-, I ,— I€ lay .r`, Parent material: Glacial Outwash Depth to Groundwater, 74 in. Estimated High groundwater: el a 2.0* kind. we11117I�V-29) SCALE )( ' 'gIJO/ r/pay l - F, /V' Lnnto r<' n>r£ \ Pere, test data: 24 gallons passed thru test hole in Smin.29see. (Q'; 60^ depth 44' lvn / L ` groundwater aoCustmenl reduced by 50% due to clone proximity en tidal nater burly per discussion m/hralrh dept GENERAL NOTES L ELEVAT/ONS REFER TO NG VD aF` 2<y } o _ ,` tj'•�.E I /; L, ALL CONSMUMOW AND ✓ATFR/ALS TO P.LNFOPM TD T1.1X ' C- / X L ` rj 4 �'/": MAfS STATE E/.•Yl_.WA4ANTAC CODE AND THE POARD Of HEALTF, R C 1 / % ^- '� \ Z t' .�qU/REMENTS FOR TME Ti7WN OF yf�t� 71 GiT"i7r , / S� / ANY iS i77 PLAN MUST o'0. ` APPvI.F ROIED BY THE BJ L Fi✓l i r EJ%`+ STi✓y. G � .-� ,.�+ j - \ �-c ..---t--!—� ._. fT �� ' OF /+EAUHAL7}l. -. - - 1`��/.%Jf,-,•C_ / ''�.� y \ �\ Z" 4 NO PERMANENT STA,UGTJRES SHALL BE CON5TRUC7EO OVER THE i N• rCL^.p E( l / v 1 _ \ 100:6 FXPAVSTJN AREA. -TE. ..ren ,t t J l� t b1 `�� /t,` 1 /l. -,� - 5. FOP P,POPER PERf9RMANCE, THt StPTIC iANK SHOULD 8E _. u t f 11 t ''"a Y '\ ` /fry zrFi k -G c�T lL f'Y, - vAtRJ [.5 8. 2 S To F . b AT LEAST O&CE A rEAR. lT ;MOULD Be PUMPED WHEN ONE .STA[✓ `I/G.O ��Ti i>f tial LJ/ r / .\ V \` '+,`�,•. �/ F.A' ilOSrD G�.n- //'/C- Sflrl'i'S DEPTH OF SCUM 4N0 SOL/CS EXCEEDS /9 OF ITS LIQUID DEPTH, } •, / c �� `� , 1 `_`+�'�� *` ft /1 r ?;r ! /' D� i.> �:'� 6. ALL TOP50/L SUb SOIL 0,2 ANY DELETERIOUS MATERIAL ` I //•,�F T..-' �, f- EXCA�r:'TED AND REN.'OVEO TO A DISTANCE Of S_ FEET f.F�'�! - ALL S/1e5 OF THE LEACH:./G AREA, 6ACKF14L AS 2EOUIRED 17!7/1 I / + 4\ E rJ/. 4� G Ll1/ F' !'` _ _ !_• FI/J/Sf'FL% ` - GLEAN GRAVEL OE SAND MATERIAL HAVING A PERC, RATE OF \,'` P MINUTES PER INCH OR FASTER, - t{t t \ .; , S dl I` /� � 1 eJ n'-�- �>�u +.,1 �-c., f•1. /s r✓/rr//NlllJS jTES r>vt/' DOFSbTASSUME PESfV�NSIB/L'TT. / FOR MATERIALS THAT MAY 8£ ENCOUNTERED DURING L� f .'7LSC, SEE EEA!Ti F/ED A<OT /ALAN ATTivfNFO It// X_ 16 , —ti ,' PROPOSED CONTOUR LINE ' :, s f-� � � J � f -F GG'.,,/,q,,/; <T,•cn; � \ iii ... \� I? R ( — .. I EXISTING CONTOUR j G G EXI57ING CESSPOOL DE5IG/V DATA W— WATER LINE -- I .O \ ` vti; \ 1 I. EST/SATED HYPRAUUG LOADING /2Jmp is Z SfP 7 -JC F/GJv /PILES \ •?�•, \ i ` ,O PROPOSED ZOOC7 CrALLO/J SEPT,C TANKS H-ZO A BEDROOMS AT /10 GALLONS PER AAY PER bE.DROOM� 'W ' fJNQ ftLG W/S,U/..d 1'� l Ch'CSS r,'F ✓'i.�T!'/Z \ "�.. �,`_ v CFF't//[. /.'/! /AfAE„*, �- , 0 GROPOSED D/STRIBUT.t7N BOX GARBAGE DISPOSAL /5 &t' 'T ALLOWED WITH THIS DESIGN. 2• SEIItC TANK SIZE /j/. 1 , - T/GNTi✓FSS' i hL. PROPOSED ZtAclllllt> CSFO'l Sf S� AVERAGE DAILY FLOW x.% X %rO ;6 a. I?L C. C GALLON$ SEPTIC TANK PRDV/DED a ZOOO [MINIMUM) 0 GALLONS ('•2 Pta r, vInco/ L} 0 u ,� .-�`_ ._.` \, y" `�r' ''`,i -R�-J PROPOSED LEACH RESERVE AREA , G — + t ✓� Er13. DE S.GN PERCOLATpN RATE ► .0 M.P 1.f. 1 ` SIDEWALL LOADING - O - I4 _ GALLONSIS. \`X ' XX.X EXISTING SR7rELEVATIONS I I � 60TTOM LOAD/NG Q. i',° GALLOJJ$/S.E ]7 - 4. LEACHING AREA. TES HOLE LOCATION -^_•.- ._._ _.._..,��_ _.,_ _�-._..,..-_�.-....I 710M S/OtWALL AREA PROVIDEO - �� '�' SP x GAL �Sf. r,:E"V- 5•E, — — PROPERTY L/NEjf p©2 . GAL. PROPOSED SPOT ELEVATION TOTM AL BOTTOAREA PROVIDED- 00 S F t x C , 7d GAL. FLOCD THr iPC .v.OeEr�� ( MAXIA[-wALlOWAbLt LIADING (UNDtX T/TLt 5) 7NF a�'�6_• �Q GGAA LtL.O N9 RI„cr,N F'zeCFL 2.CTACTWLYDRALLIC LOADWC a e6o.cGALLONS (5EE() _—_- i-- MINIMUM SIZE LEACHING AREA EXCEED5 TIPAT ALLOWED Ut/DER 50TW ONE TOWN OF ^yT%r' 1MCAZDOFHEA1 7HP-WIREM£N75 AND Ti TLE 5. ` ' P20f-/07 r.AODER M Or MADE. of rALVAMTFO ST!"Q OR AL1/LIIPiUIA. r.�.:vv�I F - r -Ire. L'I/ .. a• PI/V' 01AW?rR rO Or. PRECAST CONCRFTt . , t"4. aaL SfOT/C T:Id It� ( 4- �� IAk'VU,aI JL ..' l' i!! �. 1/. NOR:,FPOIM.--R.NrAVY DUTY .RSIME PUMP RFOUIRFL. FGA 4z_% - 1 -JS --- 1- 1 IN✓• -DDI - UnSFIL!y !, A _ d Afr L/s [Fvr L 7 x l 41_ s ri u A � T Aire rte., t s tlt,r, ^uM0 C14AtM£3FCJ F/�CIH CFD C20SS - SECTIONS pion O r/ 7,12 .� l r r,� o-, r.=\• t•,>.e+' II ,`. .�,ll �r.`a •` �_f ` 1 _ p fft 7/ 7f7/13_tlri?,�l O U T L. r- 7-.!7 iNVrI7T rLFV. (t♦ AI_J. I �„ ): „ OU'r[,srA TC, f•.r tW ,7441E - .J ,.,I s ! •• . { OUTLET O/[rFS $HALL ^r LE-4/CL rC>O_ AT Lr AST Twel I rF'T � I , I PROPOSED SEWAGE DISPOSAL SYSTEM Ft'1r': t nGF'.,r; r,/) T:"° /3/v /_"•1/ � "; is C•.. /:;}vl//. ✓r i_. APPLICANT ~L C?? w, , , DI t .> / ? _ TFL. NO.�v” d* F/r� Trp NIAYL/tn.. D, Ar19 ♦� �qr GATT r... t • /1 /4%t FCALf. [ Ar r7oeeN'•� No'tt%vvS��6N f d Jam`___- [!f :.;i C.r/ !. nr r/✓ j/ t .