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HomeMy WebLinkAboutSoil Testing Results - 41 CHERISE CIRCLE 4/14/1995 x .r , A r �Y�J//T7 r(• e � wry MY om- Z ,5 /9X)'�f� A 4 Af aewV l� All 0,6 1, ran d CUUff / _ Pry 1, ' / P i AT W willr ' t� f t RESULTS OF SOILS TESTING ON CHRISTIAN WAY EXTENSION AUGUST 11, 1993 Lot 1: Perc #1-1 at 62" Perc #1-2 at 72" SOAK @ 12:39 SOAK @ 12:43 12" - 1:04 12" - 1:07 9" - 1:57 9" - 1:40 6" - ABORT 6" - ABORT Deep Hole #1-1 Deep Hole #1-2 0" - 24" - Top & subsoil 0" - 24" - Top & subsoil 24"-102" - Tan, sandy till 24"-108" - Sandy till. No observed water. Boulders to 48" . No observed water. Lot 2 : Perc #2-1 at 77" Perc #2-2 at 70" SOAK @ 12 :50 SOAK @ 12 :47 12" - 1: 10 12" - 1: 12 9" - 1:56 9" - 1: 48 6" - ABORT 6" - ABORT Deep Hole #2-1 Deep Hole #2-2 0" - 32" - Top & subsoil 0" - 30" - Top & subsoil 3211- 90" - Tan, mottled 3011- 74" - Light tan sandy sandy loam loam (till) Lot 3 : Deep Hole #3-1 Deep hole #3-2 0" - 30" - Top & subsoil 0" - 40" - Top & subsoil 3011- 66" - Silty, sandy 4011- 64" - Gray silty sand gravel (Brwn sandy loam) 64"-120" - Brown, sandy loam, 6611- 96" - Olive brown sandy gravelly loam. Water @ 9 ' Water @ 96" RESULTS OF SOILS TESTING ON CHRISTIAN WAY EXTENSION AUGUST 13 , 1993 Lot 1: Perc #1-1 Perc #1-2 SOAK @1: 35 SOAK @ 1: 39 12" - 1:53 12" - 1: 55 9" - 2 :40 9" - 2 : 31 6" - 3 :45 6" - 3 : 23 Lot 2 : Perc #2-1 Perc #2-2 SOAK @ 1: 32 SOAK @ 1:26 12" - 1:47 12" - 1:41 9" - 2 : 34 9" - 2 : 16 6" - 3 : 34 6" - 2 : 52 Lot 3 : Perc #3-1 Perc #3-2 SOAK @ 4 : 02 SOAK @ 2 : 01 12" - 4 : 23 12" - 2 : 21 9" - 4 : 28 9" - 3 : 54 6" - 4 : 34 6" - ABORT Lot 4 : Perc #4-1 Perc #4-2 SOAK @ 4 : 05 SOAK @ 4 : 07 12" - 4 :21 12" - 4:22 9" - 4 : 36 9" - 4 : 38 6" - 4 : 56 6" - 4 : 57 Lot 4: Deep Hole #4-1 0" - 30" - Top & subsoil 3011- 80" - Gray/tan mottled silty sand 80"-102" - Light brown sandy loam Observed water at 102" Lot 8: Perc #8-1 at 52" Perc #8-2 at 84" SOAK @ 2 : 05 SOAK @ 2 : 06 12" - 2 : 26 12" - 2 : 29 9" - 2 : 55 9" - ABORT - 9 3/4" @ 2 :59 6" - 3 :40 Perc #8-3 at 80" Perc #8-4 SOAK @ 2 : 11 SOAK @ 4 : 05 12" - 2 : 35 12" - 4: 25 9" - 811 - 4:28 6" - 2 : 56 6" - 4: 36 5" - 4 : 40 4" - 4 :44 Deep Hole 8-1 Deep Hole 8-3 0" - 24" - Top & subsoil 0" - 20" - Top & subsoil 2411- 57" - Tan silty sand 2011- 42" - Tan silty sand 57"-112" -Light brown silty 4211- 80" - Light brown sand, sand. Platey on east some silt. sid eof hole. Deep Hole 8-4 0" - 24" - Top & subsoil 2411- 48" - Tan silty sand 4811- 72" - Light brown sand. REFUSAL PITS MIN 660 LEACHING MIN 1 (131x16 ' ) PIT MANHOLE/PIT GW MIN 4 ' BELOW BOTTOM EXC 2x EFF W OR D 12"-48" STONE BOT + SIDE x LOAD = TOTAL (L x W x #) (2x(L+W)xD x #) (G/ft2) CHAMBERS MIN 660 LEACHING GW MIN 4" BELOW COVER >3 FT - VENT MANHOLES 12"-48" STONE SPLASH PADS SLOPE . 005 BED/TRENCH (Bed max. 60 ' X 601 ) MIN 13 ' X 16 ' PIT BOT + SIDE X LOAD = TOTAL (L x W x #) (2 x (L+W)xD x #) TG/ft2) FIELDS MIN 660 GPD 900 ft2 BED rtf GW MIN 4 ' BELOW BOTTOM OF FIELD i PIPE ENDS JOINED? 4" PEA STONE? i DIST LINE SLOPE . 005? >31COVER-VENT SCH 40 MIN 12" COVER RATE LDG X 660 = "{ `''`.r X w_s`r = TOTAL G/ft2 REQ'D (ft2) LXW DOSING TANKS AND PUMPS DIMENSIONS X X = PUMP CAPACITY gpm L W D Vol. DISCHARGE SIZE DISCHARGE RATE DISCHARGE TIME gpm MANHOLES TO GRADE ALARM SEP. CIRC. GW (Min. 1 ' below inlet) HWL LWL CHECK VALVE BLEEDER HOLE MANUAL OP. SWITCH Copyright© 1995 by S.L.Starr