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Home My WebLink About020-1300-70-000 (3) CSfi-~~r`lc 0r~ R t De fi®SOIL EVALUATION REPORT ? ) r~ #1805 SP Safety and in accordance with Comm 85, Wis. Adm. Code -~•••~~~-----=-=ne 1 of 6 t Profession' AkAe u Schmitt Soil Testing, Inc. Attach complete site p~lan- ~pt ~Q ~y2 x 11 inches in size. Plan must County St. Croix include, but not lire ( 14Tt EDEME"M etffce point (BM), direction and percent slope, scale or dimensions, north arrow, and location and distance to nearest road. Parcel I. _ _020-13 0-70- 00 Please print all information. Revi d By Date Personal information you provide may be used for secondary purposes (Privacy Law, s. 15.04 (1) (m)). 6'" , Z 14ZV1A Property Owner Property Location Jackson, Anne M. _ Govt. Lot NW1/4, S 1/4, 17, T29N, R19W Property Owner's Mailing Address Lot # TBlock # Subd. Name CSM# 934 Carter Circle 136 I Park View Estates City State Zip Code Phone Number City Village Town Nearest Road Hudson WI 54016 Hudson 5y Carter Circle New Construction Use Residential / Number of bedrooms 4 Code derived design flow rate 600 GPD Replacement Public or commercial - Describe: Parent material Outwash (Burkhardt-Sattre Series) Flood plain elevation, if applicable NA General comments Replacement area is suitable for conventional system with a 1.6 gpd/sgft rate using the already installed White Knight Aerobic and recommendations: Treatment Unit. Possible system elevation for the area is 91.20'(80 inches deep), e U A] Boring # 'r--,i Boring Pit Ground surface elev. 98.08 ft. Depth to limiting factor _1_26+ in. Soil Application Rate Horizon Depth Dominant Color Redox Description Texture Structure Consisten Boundary Roots GPD/ft2 in. Munsell Qu. Sz. Cont. Color Gr. Sz. Sh. 'Eff#1 `Eff#2 1 0-12 10yr3/2 none sl 2mgr mvfr cs 2f,2vf 0.6 1.0 2 12-19 10yr3/4 none sl 2fsbk mvfr gw lvf 0.6 1.0 3 19-55 10yr4/4 none sl 2msbk mvfr gw 2vf 0.6 1.0 4 55-63 7.5yr5/6 none grls Osg ml gw 0.7 1.6 5 63-126 10yr6/4 none s Osg ml 0.7 1.6 F-1 Boring 6 Boring # Pit Ground surface elev. 97.84 _ ft. Depth to limiting factor _ 133+ in. Soil Application Rate Horizon Depth Dominant Color Redox Description Texture Structure Consisten Boundary Roots GPD/ft2 in. Munsell Qu. Sz. Cont. Color Gr. Sz. Sh. *Eff#1 •Eff#2 1 0-12 10yr3/2 none sl 2mgr mvfr cs 2vf 0.6 1.0 2 12-23 10yr3/3 none sl 2fsbk mvfr gw 1vf 0.6 1.0 3 23-45 7.5yr4/4 none sl 2msbk mfr gw 0.6 1.0 4 45-67 7.5yr4/6 none Ifs lcsbk mvfr gw 0.5 1.0 5 67-76 7.5yr4/6 none grls Osg ml cs 0.7 1.6 6 76-133 10yr6/4 none grs Osg ml 0.7 1.6 i Effluent #1 = BODS> 30 < 220 mg/L and TSS >30 < 150 mg/L ' Effluent #2 = BODS < 30 mg/L and TSS S.30 mg/L CST Name (Please Print) Signature: CST Number Thomas J. Schmitt 227429 Address Schmitt Soil Testing, Inc. Date Evaluation Conducted Telephone Number 1595 72nd St. New Richmond, WI 54017 11/13/2015 715-760-1978 SBD-8330 (R.07/00) { S} i ; _i j Page 2 of 6 Conducted by: Conducted For: # I Schmitt & Sons Excavating, Inc.. Name: Anne M. Jackson ; _rt-.- Thomas J. Schmitt, CST 227429 Address: 934 Carter Circle _ 586 Valley View Trail - City, State, Zip: Hudson, WI 54016 Somerset,W154025 Phone: 715-760-1978 PID: 020-1300-70-000 Signatu , / - mz~ Lot No. X 6 /9,~► ex jll e l L~Sfft7G1 T Date Legal Description: NWi/4 SW1/4 Si7 T29N R19W - - ® Backhoe Pit Township, County: Hudson Township, St. Croix County ® Pit evaluated by Gary Steel 9/24/96 ® Bench Mark 1 El. 100.00' Top of 1" steel lot croner pipe (north east lot corner). R. L1 Bench Mark 2 El. 100.23' Top of phone pedestal (south east lot corner) y- _ Slope= 4%- - - t-- + Scale 1"= 40' - - 1-- + L + 1 I i ; ' i 1 i I I +1~ I ! + f ~ ~ I ~~^I i 1 i y S I j i I , k ~ -71 ~---T -4 I 483 S r ~t~w \ Qoer 7 1 / ~ P~ET/1~=~-iX ~b 7ieF,vcr/ 3 a I II 4, -A L i { a i 'I I t I I { i I I I i 7 j I - a r { I I I I ;III. - ,.-.3 Jim t y t v. M1 O G Q an tt ~ ~ . % a ~ 4: { 00 40, ~ Y ® ' • 13 Alit- 3~ ~ t G. ..w n k CD 0 tD SOIL AND SITE EVALUATION REPORT Page lot '3" Divis~ n.of Safety d StAkinip in accord with ILHR 83.05, Wis. Adm. Code COUNTY Attach complete site plan on paper not less than 81/2 x 11 inches in size. Plan must include, but S not limited to vertical and horizontal reference point (B", direction and % of slope, scale or PARCEL I.D. # : dimensioned, north arrow, and location and distance to nearest road. 020-130'-0-70 APPLICANT INFORMATION-PLEASE PRINT ALL INFORMATION REVIEWED BY DATE-, i .t PROPERTY OWNER: PROPERTY LOCATION GOVT. LOT NE 114 1/4,517 T 29:. 19 , W PROPERTY OWNER'-.S MAILING ADDRESS LOT # BLOCK # SUED. NAME OR GSM X' f' 457 Jensen Ln. 136 na Par CITY, STATE DP CODE PHONE NUMBER QCITY [VILLAGE [NrOWN NEARES ' ' Hudson, WI. 54016 (719 381-2902 Hudson Carter Circle kj New Construction use (id Residential 1 Number of bedrooms 3 [ J Addition to wdsting Wilding I ] Replacement [ ] Public or commercial describe Code derived daily now 450 gpd Recxnmended design loading rate ' 7 bed, gpd4t2 -8 trench, gpd/ft2 Absorption area re(Mred 643 bed, e 563 trert h, ft2 Maximw t design hording rate __.J_bed, gpoltt2_.$-_ft4xh, gp W Recommended infiltration surface elevation(s) 96.00 ft (as referred to site plan benchmark) Additional design/ site considerations alt. site requires a mound systern ^ e1 97-61 Parent material pitted outwash Rood plain elevation, if applicable nor ft S = Suitable for system CONVENTIONAL MOUND IN4ROUND PRESSURE AT-GRADE SYSTEM MI F LL HOLDING TANK U= Unstatable for stern (3 S❑ U ®S ❑ U Q S ❑ U S0 U 7 S ❑ U ❑ S u SOIL DESCRIPTION REPORT Boring # Horizon Depth Dominant Color f+Aottles Texture structure Consistence Boundary Roots GPDfft in. Munsell Qu. Sz. Cont Color Gr. Sz. Sh. Bed Tmr& S1 2Mar mfr MR ?f -5 -6 1 -9 10yr3/3 none 1 2 -17 7.5 r4/4 none is os mvfr if .7 .8 Ground 3 17-84 7.5 r4/6 none Ms a ml nor .7 .8 elev. 100.0 Depth to limiting factor +84,f Remarks: Boring # 1 -8 1 r2 2 none 51 Z=r mfr __Cg 2f .5~ .6 2k 2 -17 7.5 r4/4 none sl lcsbk mfr aw 1f .4~ .5 3 17-80 7.5 r4/6 none cos os ml na na .7 .8 Ground 987' h. Depth to limiting factor +8011 Remarks: CST Name:-Please Print Gary L. Steel Phone: 715-246-6200 Address: 1554 200th e. New- Ric on W1 JANk 54017 Signature: Date. 9-24-% CST Number: mO2298 pRapgRrypyyNER Tan Perillo SOIL Uk:b(;hIP i wN ncrun t rays vr3 pARCELIQP20-1300-70 Boring # Horizon Depth Dominant Color Mottles Texture Structure Corsislenoe Boundary Roots GPD/ft in. Munsell (1u. Sz. cont. color Gr. Sz. Sh. Bed ranch 13- 1 0-9 10 r2 S1 lcsbk mfr aw 2f .4 2 -22 10 r4 4 none S1 I csbk mfr aw 1f .4 .5 Ground 3 2-80 7.5 r4 6 none ow MI na na .7 elev. 98.8 tt Depth to limiting factor +80" Remarks: Boring # 1 -16 10 r2/2 none sl 2c DI mfr Cfw 2f n .2 4 2 16-40 10 r4 4 n Ground 3 40-80 7.5 4 6 cos a . 7 .8 _ A elev. 97.9 K Depth to Nmiting factor +80" Remarks: Boring # 1 -12 1 r2 2 n SI mfr 9w 9f 5 2 L2-31 10 r4 4 none Ground 3 k1-50 10 r4/6 none fs o mvfr c1w na .5 .6 elev. 4 0-70 10r4 4 c 7. 96.9 ft. Depth to limiting factor 50" Remarks: Boring # 1 10-14 1 •6 61- 2 - 2 14-25 10 r4/4 none sil lcsbk mfr if A: .5 Groin 3 25-44 10 J/4- none fs os mvfr na.5 .6 elev. 4 44-60 1 r4 6 c2 7.5 r5 6 sil l sbk mfr na na .2 .3 96.2 fG Depth to n9 factor Remarks: 380.0-MR.05 ) STEEL'S SOIL SERVICE Gary L. Steel Tan Perillo 1554 200th Ave. CSTM2298 NEV E'k S17-T29N-R19w New Richmond, W154017 MPRSW 3254 town of Hudson (715) 246-6200 lot #136-Parkview Estates Sixth. Addn. N 1"=40' BM.= top of NE lot stake el. 100, 7 5 g -z & h % S ,c ,y $A 1 Fn 31 S z q~ I L , a~ V,A 47 d s~~ CY E' IV 4~~~ ~ Gary L. Steel 9-24-%