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HomeMy WebLinkAbout135 Crowell Road - Proposed Sewage Disposal 2% PLOT P/ //V 4DEEP bBSERVA116N flott- V I -test bale: IAT /J-7 A "o e: Novethb I Witness:'Amy Von none, V L07 A7P Anbouth flealth 1) c' LOC"S MAP FA y- -157�q �7- -t I 1 -1 - I elevation'-, depth (in.) horixon texture Color mottling -.0theFT -A 103m-sak 10YR212 6.3. 33 9-44 M.2and I OYR 416 3.3 - '2.0. 44 60 Cl mid. sand ---v r" T- 5/6 SX2- 57 60 -�92 to 10YR 616 �0ArYE coarle San 5 74, 91 .5-1,06 'lx 3 If elp parent ej 1, re"t materiAl: filarial Outl�ssh 44 Depth to Groundwater: 74 in. Estimated nigh groundwit 'I Pere- test data; 24'janous passed then 1 -2.0* (ind. well MnV.29) Est hole In Smin.29sec. (a), 60 depth, I m gr(wndirafLril'rJmstme$ftreitucedbY SM due 10 C14 SCA' E: Ir . me fix se-Z 61far water body per 0 1 1110 1UwcmsNi0ft wlh,-dtfh dept 1 - I I - -------------- GENERA 0 L NOTES VAT/CNS TF,,V& �V CCLt 'k A L 1. 4w -rR 77. 11MOIJ A"O A-ArE.QIALS ro A f-S. SrA7E TO 4/1., C-- A�AOLMR&MEqy-S FOR INC roWAI 0`: zo, ;-0 #5 .PLAN M05 A=+ H-4.44.7n. ff A^0ROw'ED Lkr THE A,�,jro 4. NO PER, *f,4AJENr S-rPLjcrve 7r V'/)'/ Y i I ES AE C0AJ5rRUC7`E0 10OA; FXPAAISAW OYER 7)4is VAk-)E�5 8-2.9- TO _8 5. FOR AC .0 1 PAVPZ)P PERFORMAVCE, 7�4e SeprC ;-AN),� S,,JoUtl) e& 1 AT LeASr O&CE A rCAA1. /- :;,qOU4D I DEPN Pumpzw m4eiv rH I -C 0 57 OF'SCUA4 AND SOLIC�; E :-.;7A4 Ic- /. -,C �7— F-xrEz4>S va OF IT; L?Qv-,ID DR�rH. 5 19�5 70 7�C ALL ropsojL, SUSSOIL OR 4,V-r DLL.BrER f-yC10VtTfD A"D ;?EA� 10(�S M47fR!4L MUS:' e r"F- LCA4.4,16 AkE4Fk SOD ro A4.L A DISTANCE OF _5— Ac'<XfL4 A, FEET 4. H4VIAIC- A PeRC. eArF C-LFAM GRAVEL I)kl SAAJL) JfA�ERjA* k6l CH OR FASTER. Y Z L 2 MIA-VTES PeR Wj M7 ASSUME A�-ESr�-tVslaj L \ .+ 1 C.r r r,C) •- 1'2 )4�/ /.57 �'t)e AfA7EPAL6 ;WA7 AWA r BE EAC0U&,?-FRED D DwING I EXCAVATION. r c 131 A2 4 ` I \ 1 -7 414 _T 4? L E G ENDry -Z�"e 7-�IC19 4� C0.0C. Ii `N P)eOPOS.E0 COW'OUP LIAIE Y, 0 c c PC 4 CONTOUR Z 7,7,v*.* OF fX157'wG CEsSpOOL J 5 7J I/ C- ceC'5 Vv— WATER 41 7,1 r- CRO�-S' DATA 'e�? V/zc, e7le P, "rDRAWC 40ACVM0 1-0 PROPOSED Z2_00 rAU0.V -5EF7-.0 74NWl H. I. . Li XA�A,e.Z ZO .6'P Prr--4�A6P-'0k0CAf-S AT 110 G,4LLojV5 peg DAr,_&& go PR0,4>0SED D/9AQ48UT/0,V 80,y 7/ C�, S..v GARBAGE DISPOSAL 15 /YcT AL40WEO WITH r0415 D,!.S1GV. 2, 6F-PrIC YANK SIZE AQ0,00SED 'N' eZ> AVERAGE pA/Lr FLOW 2c PR0,00SED LEACHCAL' 5 A?ES,--Qyf AREA 5&�-r4 YANK PROVIDED -ZQQ 1b Of EXI kY.,Y3.A?A7?- a P Srhv& SPOrE44EVATAOt45 Lo 60ITCA4 TEST "04-F LOCATION L"C"I"O AREA: G - GALLONS/9.F PROPERTY L11va TOIAL ZVDeWALL AREA PA?0y1D&O L. 1'e C) VVF R0120 SrGALLO Ns PROPOSED "SPOT ATE 711 -5-jlr- EL-EVAT TOTAL GAL_ SF w r0 4 80IMM AREA GAL /S,P =PC PRcVo 'W"fAk)"f AILDWA84e VAX&* rrL& CM4AL AWPk4LXIC LOADING -JC�635.jL> GALLOWS j • GALLONS CS&E(D) <�9.9 "Nl"U" SIZE L-EACHIAr, AREA &XCFLFD5 MAT ALLOWED WDep PROFILF OF !3rqrl-- aom 74YE TOWN OF 13QAeD OF NZALrH Stf-CL OR AUJUINUAf. T" A"O r1rLE S. 'rPICA, /- L El� 6 PUMP rHAMoEp TO BE PRECAST------- &5D, "0r)EP rO 99r A4FADF Of CALVANUED 112 HORSEPOWER HEAVY DUTY 'Rr I ro C f!) P- �'ERSIRLE PUMP REWMED, zel. 0411$rr. rG- k7- 0 UC r r TEE, fo'eo'po-SED SEWAGE DISPOSAL SAL S'rSTEA-f J�?- 4- 25- r. A r� ri 119/v • 7 �z CIA 5 r ELEV. 4 L&J '61 --45' "61 _4� APPLICANT: TEL, N F e L-1 ��4c. 3 -H-CE 7- T/ AC AOU'T'LETS IPVC417 AQ 0Ur(.Er,5 11'V r-,t- 14 " I I I — 2 N i 401VD� 00119 -ro '13 r �Vc 5AA4 11 r 1,A7',F elvoj�'. 91 IF SCA L E t As noted texture 3 7 re - 0 AT 6 - 3-3-3 10 [33 2 0 Al Cl m;a ..A '( -'v. 'A 314, ,0 n, A e.OX "I : R ck Ze 7-1 OCIrLgr PIpLeS SVVALL-6e CeVej_ 7.Al /1F Tg "ILL P11'r L.EASr -rWO .4 1-7 fV C-//V cd/:1 43 6/0)1�,Vv Af op, Z"VA4 C�A .7 le-V On/ X 0