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HomeMy WebLinkAbout1994-1-11 - 1280 Main Street - Septic Soil Reportz i3 SOUTH WINDSOR HEALI‘l-f DEPARTMENT Art-Ly ”M“1‘hk‘VAF @J $/MGATICN Fm SMGE DIS?CSAL SYSI‘E}! CVMWE,MON , "‘ / \ 1k jLf‘7Gnu:Euw€j mmon rmrs:(Recora muses)#IW ‘son.Mommas: ,medy ow,etcDame mmTIOK OP TEST EB’TLTS pth Praoak Wm Percention ht: (*nch-s)(Hrs.(rank/I ch)mauan / 2 3 LL (BSMATION FITS:(Reccrd m pits)\~‘wl Grcund water Table:mte mm'i'IQN O?OBSEVA'TFION PITS Ground Soil Ledge At Water At Mc""t“— vwj‘c L)7a " gag i 7 4/5‘2 c; Elwin/war 4w Loaf;an ‘Wow '§>w0u §On DFSCRIP‘HOVS m A (T 0 PIT C (T3)I PIT D C}“3 {I LI7L f5,“ 3-\é H-Cur/ye :awcly f‘ub éwns-wd ~6r (bum 5am! (‘2 4/0 r mtd*Coy-bt 5a Md‘70 ‘5‘)“Ff ME 3d Nd §3 b’c "‘(o wc juwd mm:M”Wwz ) LI I! 0 J”L i"/7i?” 3 5 ‘5 ‘”‘JY /L"“M 5v?V”fwd“‘g‘“‘“fwd ’N/J6 (u _y(éayn 9”}£0 N Clay CRe’v‘LL11 2€(/ ”1675‘“0:9 177 C>“2"L f/VCV‘ 2..‘/’~J‘m/u/y JD b j‘r i/‘W‘Y—35‘C Mn!Jaw 5’5;7y]:(”at my}:)‘tz V;k/ 79"-55—4’,‘c/tzy 64M 5d“95"? I/mar-m d aw“:3L l’ Tm READIMS EOLE #1 EULE #2 ECLE #3 HOLE #34» Tine Reading The Reading Time Ending Time Readim ‘/ um #2 soum WINDSOR HEALTH -2-Investignou :or Swagg mgpo“;Syw.DEPARTMENT SFEnIAL CONDITIONS system desig larger than 2,000 g.p.d.water sunh'“tax-shed $.gh gonad vgter (less than 1%rt.)/Possible seasonal high gonad.water /‘ Watercaurse,msh cr pond Possible seasonal flooding / Limited suitable are: maul sail (30 -60 nine./ineh)Shallow ledge (less tun T ft.) (mderlying tight soil (less than h.ft)‘Other Slope over 152" COMUSIO N Suitable tor sewage disposal unsuitable for sewage disposal Additional investigtion required Retest during wet season mer's plan rewind. DEIGN mmmTIONS i afégfl%g .sé/bél‘a,W :1;7‘74 ’75“;7‘é Investigated bv g?O Title gauge;j-Vgrouve Ct;Vgfr’L1 £2?“‘0‘?“ Confined/W tne ssed.by p my p w Wt ~51“tle z v03 ‘Vet a?Coments : Bench .mrk location Elevation J“ Ma:Eavww @L‘i Lt;Locmox 4L2 gm a i vx MMON Tms:(Recm ALL tests) 2'1:SOUTH wINDsOR HEALTH DEPARTMENT mCA'EIO‘L‘I NO. WGATTGN FGR SMGE DISPC$AL SYSEE www Rte j‘i‘ SOn.MOISTUEE: m READIMS d/lg#z WWTIGN U?OBSQVAT'ION PET$ A (2 C/J é 5 zyj 7L0 ggmLAzN) 3 i0-éiwti c L 1%[Qiéété D Q L4 £’/£uv Depth §/ Lsdge At 7? SoilMcttLing ‘15:" Grcundwater AtLocaticn I“HOLE #1 ROLE #2 ECLE #3 m #k Tim Reading Time Reading Time Reading Time Readim3_>. /9/,” /‘/»~’” §‘1‘/ c7 , [£7 7L. Iv [1%. If '2 'L+7 MUIATIO’I O? DepthHoleLocstian l d ,ZL j Qt~+LtCVi'l 2 y-s L f mek 3 r -”t.«if 6"? l4.(a)/€£VLf vasmwmon FITS:(Record an pits)I’._.‘g ' Bte m...'EE’JLTS Reseak mum .Percolation Rate (inches)(Ex-s.)’Wink/Inch)_"//.n.Jar ,zaypIVE/L crcund water Table: PIT c (n)PIT DFMCTtnm3(T 5*)' 0'~é".—li'yLfcr‘ é”.3g ",ma’e’IQ!”fam/ -. 39—96 ‘(cum jam! Qé'w’a C/cay 6Nw Mc+flr af 1/;" 'we;"L r+1 cw 9.4-7 J amt/y J'Ub J‘c.'/ [7A‘1j'Jf-gravy”M§d jant/ ,25"-7X’i med J‘tzncl 7Y-37"-~("ow“)?5L2.”J 37"_C/«l'y’// mc-f-f/r an“wii" O_‘3:/’£;7¢'7‘€/~ 3‘~%J;mwv 7w 5's fl 3"_3l’(.feud gritty!‘5'“140/ 3Q~5*7".-M to’("c a»)?faml 5‘7 -797 "‘—C/a y Maw/e-d?Lil” FGRIH‘?soum wmDSOR HEALTH Inve3tig¥bg£u for Swagg mgpeé‘g SW1 DEPARTMENT 5mm CONDITIOE system design larger than 2,000 g.p.d.Hater supply watershed High grcund vgter (less than h§rt.)/Possible sees gag;mg marginal sail (3o -60 n1ns./1ncn)Shallcw ledge (less than 7 ft.) Underlying tight soil (lees than k rt)Other CONCL£SIOH Suitable fer sewage dispcaal unsuitable tor sewage disposal Additional investigation reqnired Retest during wet season Engineer's plan required L,// DESGNI RECOMMZKDATION S Isyestigated by Title £?‘¢é? £awfr¢a¢ar32M'Nt/‘a c vc,Con:1::ed/witnessed by IN £p~7‘7 “as”tf‘tle Comments:/""§7"tit'/‘ Beneh.msrk location Elevation ground water /"‘ watercourse,marsh or pond Possible seescnal :looding muted.suitable area.£/ “7 S1ope over I52“I