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HomeMy WebLinkAbout1986-11-6 - 1519 John Fitch Boulevard - Septic As Built and Soil ReportOwner MIE‘VWW f7 ;"ff‘iynA/i “/5 wi/c-)Qs:fLOCATIONM-iw mwe/rv l (4 u‘g PERCOIMmN Tm:(Record an.tests)/-<5.<§(mte .A(high)med-t,m"etc. Pit A B C D Depth %”,ti UV. incaticn 2g:«£z 1%??é;%z§v ,aé£m¢i /Jeri/ta.2w fag [Kw Id Hm"Ll/yruzt: f U 1'i I:h 1951‘?“hm q Ledge At \AH §I water At $oi;Mcttling A~ 7C) iS‘M j‘gkw Fih/Lj/ud SOIL MOISTURE: TM READINGSHOLE#1 ROLE #2 ECLE‘.#3 HOLE =Q+ Time Reading Time Reading Time Reading Time Reading,’£i iL" a 11 // /S/II Iii " TABU'LATION OF TEST EBULTS Depth Presoak Minimum.Percolation RateHoleLoca$1on (inches)(Ers.)(Mins./Inch) Ul(RC/J a (t¢¢#“7%ig/k‘f’#i 5‘5 [YM/Q’le 5K fvé f/U/m'bu ei‘2 3 h. OBSERVATIOK PETS:(Reccrd all pits)/—黥9’Grcund water Table:v,’*-\\\xmte(Near Mex”Balm:Maggi,Etc H§OIL DESCRIPTIO§S PIT A PT}:B PET C i PIT D §~/>’n ’7eyv 515V /->'‘-..97 ”2m;w,5&-w.cl ° '97 —77 '/*Maxi (aw?5"‘10, 7’7wé5'4 w (“g-LT)?jZZnCXI @.LL/zit/”'14 gz K] [WL‘P/f/t r MWT‘EON O?OBSEVATL’GN FITS DEPARTMENT S?ECIAL CONDITIONS system design larger than 2,000 g.p.d.supply watershed Eigh ground wgter (less than h§ft;Possible seasonal high ground water Watercourse,marsh or pond Possible seasonal floodin g imited suitable area over Marginal soil (30 -60 min5./inch)Shellow ledge (less than Underlying tight soil (less than h ft) CONCLUSION L///’suitable for sewage disposal Unsuitable for seuage disposal Additional investigation reqpired Retest during wet season Engineer's plan required DESIGN RECOMMZHDATIONSW‘C’6éé$%¢ag 42%L A¢H;é%4%g;1o¢é¢dékwu1 naégu&:2:oe¢re z2ét’624w{y xuL4 w/A,% éaaggaai/fgg‘_¢2é%/4303 .Ky’z¢%§¢%£;e¢2457pévé%L zcpsg;?¢;~ia(,l>‘an!t 1W a?.4 (VL/Ara.‘ Investigated by Title TMM J¢aazaews Confismed/witnessed by tle Comments: Bench_mark location Elevation ) é’. gEi 1 l Uri/M 4Ti+u4 3lvd~ NOTES ‘ (Av—f”“L0 5’Caéz, SOUTH WINDSOR HEALTH DEPARTMENT LOCATION 3l§dwml3hx¢LIV/slay .WHE/gaye/Q OWNERTYPE OF wORK cL ‘‘m’x (0‘um."5 DATE I?‘2 '3é PERMIT PIPEINSTALLERJ‘ylmwicr INSPECTOR "DRAWN BY ti 4 _ -1 ELEV. IN Ur-1 L.IN L_L_VL_L_ V L-MIN XI u , I-Ic'" 4 r I I I- . f10 jo IT 4&Hr— - \VA L K W A y Y.CO G-L .—ryF>. I,-i en LOWER LEVEL PLAN (Hew) E L E V. (HE\4) ELEV. NF-wL 4 1 � / ? 47 71- AJ W.614- -ry IC Phim-rf-D ITYR) ft. \v wojG- IVAU- 8e pAqNTeD r-_-xjA2-T I W, K I , Bi ACKE'..7 4�'A 3Z 2' \Oy or 4L k 7 7' OMPA Evill PJK1044 I r 1 1,4 % 4-" fwtrT. P.,rT - itt(—I A L�L - i-i T) c- Tktok\ As Yo�(A, rb*,s I E L E V. (�4E\v) W/P A L- 1�T) tVA 6-r" lZEIN41fol PA4K t44 F-XiST, F1.5.14. ATc7oT1rT- pr_ s A —f W 71 -44 5- ;7s L. A r6 6-C l'bT i c N It 0;,A �rri w r:: A C, �A - /�F-XI'51MAC4 laucK F_'TA I L- Ar3V*4 E- 150' C 5" lzu e:.c- fzv r_*xle__7T)"6q WALK WAY / � ' LWHITE 6TWE'., �� / Pf_'QVrOUS G t-A 0 ;1- 1 I 0 3 Cl A vwl-lf P.- 0 S e �Al Ak, A L-LC11.15 /59 -FT GAS A LA HF-A,,_T�A F q , e' C,,q,4 —Lot- PAI :7 Low`-; VASVA 0A )(A ?L.A -T� � TAT i �, 5 V \ A'- L_ 4 jj,ALE--V ;-t. =7JTLC-V l�,NA-f-LC-S C.AS,'T' CIA A L_ 0 A A, SiZ /N L-AIA 1% Lcw t,,\A, c) 10 WA Tf- �L 7c"l '2A LD f T f A c,1A TRH t4 H Z'(7. L_L.71111�j T vc Nl"\ JOH 4F ITCH El_FV& FCK, A, s RJ T F5 � 5,�)U-T H W I -P 3-, G-Tt-� -1?� FR AD C) I T T S Tl 1p, ly