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HomeMy WebLinkAbout020-1491-01-000 (3) . CST - A)1< — 2$3 Wrrconsin P 1•.'-eD SOIL EVALUATION REPORT /�,,, a 1 of 4 Division • titk vif , V In accordance with Comm 85,Wis.Adm.Code 1S55 Crane t.n e lei I Tr I County ttach om fie sit110paper less than 8''A x 11 inches in PI ust St. CroiX luck WI Intuited to:vertical and , •• tau reference Point( Parcel I.D. 0to-Iytl..O%_O)O t slope,scale or ejk710011Sats •' arrow,and BM referenced to nearest road. t 11 Sc.(-fo 00' 'te• ,t all information Review by J Date (// Personal in ..'.. •e may be used for secondary purposes(Privacy Law,s. 15.04(1)(m)) ( � ' / Property Property Location Rolling Ridges LLC. Govt.Lot 5'101v. Ate r. S I T R 19 w P.op.rty Owner's Mailing Address Lot# Block# Subd.Name or CSM4 Odd- 14 4/-0/-o op 965 Alexander Rd. I Cf4rt•c („US /3-a(1.19. 3l 3?- City State Zip Code Phone 0 City ❑ Village ®Town Nearest Road Hudson WI 54016 651-248-0390 Hudson Alexander Rd. ®New Construction Use: ®Residential/Number of Bedrooms Code derived design flow rate GPD 0 Replacement 0 Public or Commercial-Describe: Parent Material Loess over Outwash Flood Plain elevation if applicable - N/A ft. General comments and recommendations: Install the system at 22"below surface with a 0.6 GPD/ft2 loading rate. Install the system beginning at the drainage easement boundary shown on page 4. 10►AA-x" 1 Boring# ❑goring IZ1 Pit Ground Surface Elevation 98.9 ft. Depth to Limiting factor >105 in. Soil Acobcation Rate Horizon Depth 'Dominant Color Redox Description Texture Structure Consistence Boundary Roots GPD/R2 in. Munsell _Qu.-Sz.Con clor Gr.Sz.Sh. *Ent *EM2 1 0-30 10YR3/3 - S 0-sg ml gs 3f 0.7 1.6 2 30-53 10YR4/4 - S 0-sg MI gs 3f 0.7 1.6 3 53-105+ 10YR4/4 - GRS 0-sg ml - - 0.7 1.6 l -Ti Boring# ❑®PitBoring - ` Ground Surface Elevation 93.4 ft. Depth to Limiting factor >105 in. Soil Aodkcation Rate Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots GP?/ft' in. Munsell Qu.Sz.Cont.Color Gr.Sz.Sh. *EMI "OW 1 0-42 10YR3/2 - S o-sg ml gw 2 f-c 0.7 1.6 2 42-105+ 10YR4/4 - S 0-sg ml - 0.7 1.6 •Effluent HI=BODs>30<220 mg/L and TSS>30<150 mg/L •Effluent#2=ROD, <30 mg/L and TSS<30 mg/L CST Name(Please Print) Signature CST Number Mark Iverson 46672 Address Date Evaluation Conducted Telephone Number P.O. Box 155 Hammond, WI 54015 August 30, 2017/Nov. 9, 2018 715-796-5664 LUT 1 Property Owner Rolling Ridges LLC. Parcel ID# Page 2 of 4 0 3 Boring# Boring ®Pit Ground Surface Elevation 100 ft. Depth to Limiting factor >110 in. Soil Applicaton Bak_ Horizon Depth Dominant Color Redox Description Texture Structure Consistence—Boundary Roots GPD/112 in. Munsell Qu.Si Cont.Color Gr.Sz.Sh. •Effat 'E1f/2 1 0-32 10YR3/2 - SL 2-m-bk mfr gw 3 f-co 0.6 1.0 2 32-110+ 10YR4/4 - S 0-sg ml - 1-f 0.7 1.6 4 O Boring / 4 Boring# ®Pit Ground Surface Elevation 107.7 ft. Depth to Limiting factor >75 in. Soil Applcation Rat _ Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots GPD/R' in. Munsell - Qu.Sz.Cont.Color Gr.Sz.Sh. , 'Ent 'Effaz 1 0-10 10YR3/2 S 0-sg ml gs 3f 0.7 1.6 2 10-44 10YR4/4 S 0-sg ml cs - 0.7 1.6 3 44-58 10YR4/4 GRS 0-sg MI as - 0.7 1.6 4 58-61 7.5YR4/4 FSL 0-m mfi as - _ 0.2 0.5 T 5 61-75+ 10&7.5YR4/4 S& FSL 0-sg/m mUmfr as - 0.2 0.5 5 Boring# 0 Boring HPit Ground Surface Elevation ft. Depth to Limiting factor - _in. Soil Application Rate Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots GP'?/1t2 in. Munsell Qu.Sz.Cont Color . Gr.Si Sh. 'Efl/1 'EffI2 •Effluent N 1-BODs>30<220 mg/L and TSS>30<150 mg/L •Effluent N2-BOD5<_30 mg/L and TSS<_30 mg/L The Department of Commerce is an equal opportunity service provider and employer. If you need assistance to access services or Need material in an alternate format,please contact the department at 608-266-3151 or TIN 608-264-8777. Page 3 of 4 o rt. 24 ft. 40 ft. 80 ft. A* Lot 1 - f BM#2-Top of 3!4"PVC Pipe 98.4' B-1 98.9 •110' 106' 104' B-2 B-3; 02 93./ '`100.0/y�_ ,, 1 -Top of 3l4"PVC Pipe 100.0' 98' 4.0 94' • = Ground Surface Elevation BM#&Description Elevation 1 = Bench Mark ( -1 i = Boring Location & Elevation Owner: Rolling Ridges LLC. Site Information: Completed By: Mark Iverson 965 Alexander Rd. 1/4, 1/4, S13, T29N, R19W 617 Cty. Rd. J Hudson, WI 54016 Town of Hudson Roberts, WI 54015 St. Croix County 715-684-9125 Phone: 651-248-0390 CST#46672 \� � - lei-- . ' -` _ " _ �i -�1 __ ---,---- -_- �� —1 ,1 I II a I II I II a a I I LBO=936.0 I a CBA-1.36 ACRES II a I II a oII et.. I I I I /—SB LBK7 a IW / /\ 1Ol ik 50 L453-0 / o1 I \ d I II I , a I i /i� \� I /0.. \ I I a I1 940 015 �'/�J \� I I e I I 43s 92 U ` a / LB7 ' � 58 Len 6929.38 I I 93a.16 '� I I -t--'..,' I I I I LOT 1 974 I I II f----I— 4.95 ACRES I I I I I 1W, I I I II 3 ;� I I I 11I I I 1 �1 I I 1 I" Sake., 6750 5161tw5ar OW.M. 5016w5ar.NM 55062 \ Phone 651.275.6969 fax 651.275.6976 AaM mammy i I \ q5 -SOILBORING LOCATIONS AND BENCHMARKS © O SHOWN HEREON WERE FIELD LOCATED ON 0 40 80 SEPTEMBER 13,2017. -CONTOURS SHOWN WERE DERIVED FROM ^ IMILEMEI CORNERSTONE AVAILABLE UDAR DATA AND NOT FIELD VERIFIED. NORTH LAND SURVEYING, INC. Wisconsin SOIL EVALUATION REPORT Page 1 of Divjsi In accordance with Comm 85,Wis.Adm.Code County St. Croix Plan on paper not less than 8%,x I I inches in sine. Plan must I t l dtt:d to:vertical and honzanal reference point(BM) ion d '-s Parcel I.D. Percent sl ,cf,>Ilgrq�/imensions,north arrow,and BM referenced to n t ro �� -�Y`■ 02p"'y� "�1- 000 -,,,,,a'�,aSut1'NCIRTY EVELvur�p�P use print all informs Review byL //5// Dam RafAle�llffonrratron you provide maybe used for secondary pure F4 P R2X V 071 G Y4 $ Nervily Owner •aups..ay i.utautni Rolling Ridges LLC. Govt.Lot 14 v. s 3 r 9 N R 19 w Property Owner's Mailing Address Lot N Block N Subd.Name or CSMN 965 Alexander Rd. I reb.wA.-- 4•l--r \ City State Zip Code Phone 0 City 0 Village ®Town Ncarcst Road Hudson WI 54016 651-248-0390 Hudson Alexander Rd. ®New Construction Use: ®Residential/Number of Bedrooms Code derived design flow rate _ - GPD 0 Replacement 0 Public or Commercial-Describe:_ Parent Material Loess over Outwash _ Flood Plain elevation if applicable N/A fl. General comments and recommendations: Zev., K I ❑Boring 7 Boring# p Pit Ground Surface Elevation 98.9 ft. Depth to Limiting factor >105 in. Soil ADDIICation Rate Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots GPQ/It= in. Munsell Qu Sz Cont. Color_ Gr.Sz.Sh. Tit EW#2 1 0-30 10YR3/3 - S 0-sg ml gs 3f 0.7 1.6 2 30-53 10YR4/4 ' - S 0-sg ml gs 3f 0.7 1.6 3 53-105+ 10YR4/4 - GRS 0-sg ml - - 0.7 1.6 12 ❑Boring --- - --------^._ -�— . � --- — / Boring# ®Pit Ground Surface Elevation 93.4 ft. Depth to Limiting factor >105 in. [ Soil Application Rate Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots GP_D/ft' in. Munsell_ Qu.Sz.Cont.Color _ Gr.Sz.Sh. Effi1 'Ri2 1 0-42 10YR3/2 - S o-sg ml gw 2 f-c 0.7 1.6 2 42-105+ 10YR4/4 - S 0-sg mI - 0.7 1.6 •Effluent NI =BOD,>30 S 220 mg/L and TSS>30<_150 mg/I. •Effluent N2=BODs 5 30 mg/L and TSS__30 mg/L r CST Name(Please Print) Signature CST Number Mark Iverson 46672 Address ---Y7----&1Date Evaluation Conducted Telephone Number P.O. Box 155 Hammond, WI 54015 August 30, 2017 715-796-5664 Pe'e1 • Property Owner Rolling Ridges LLC. Parcel ID# age_2__of 4 ❑ Boring 3 Boring# ®Pit Ground Surface Elevation 100 ft. Depth to Limiting factor >110 in. —-- Soil Aoolication Rate r Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots GPDm2 in. Munsell � Qu.Sz.Cont.Color r_ Gr.Sz.Sh. -E(f i 'E1ft2 1 0-32 10YR3/2 - SL 2-m-bk ' mfr gw 3 f-co 0.6 1.0 2 32-110+ 10YR4/4 - S 0-sg ml - 1-f 0.7 1.6 0 Boring 4 Bonng# ®Pit Ground Surface Elevation ft. Depth to Limiting factor in. -----.__---- Sal Application Rate Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots GPD1R2 in. Munson_ Qu.Sz.Cont.Color Gr.Sz,Sh. 'Ent 'E> • 1 ❑ Boring r 5 Boring# ®Pit Ground Surface Elevation ft. Depth to Limiting factor in. Soil Aoolication Rate Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots GPDIR= in. Munsell Qu.Sz.Cont.Color Gr.Sz.Sh. 'Ent 'E1IR2 •Eflluan 14I=BOD5>30 s 220 mg/L and TSS>30<150 mg/L •Effluent#2=BOD55 30 mg/L and TSS 5.30 mg/L The Department of Commerce is an equal opportunity service provider and employer. If you need assistance to access services or Need material in an alternate format,please contact the department at 608-266-3151 or'ITV 608-264-8777. Page 3 of 4 0 ft. 24 ft. 40 ft. 80 ft. • Lot 1 - L _.. N o- BM#2-Top of 3/4'PVC Pipe 98.4' B-1 989% • r • 02' B-2 B3 , 93.4, 100 1 -Top of 3/4"PVC Pipe 100.0' 98' 96' 94' • =Ground Surface Elevation BM#&Descriptions %B-1� , Elevation = Bench Mark ( = Boring Location & Elevation 100', Owner. Rolling Ridges LLC. Site Information: Completed By: Mark Iverson 965 Alexander Rd. 1/4, 1/4, S13, T29N, R19W 617 Cty. Rd. J Hudson, WI 54016 Town of Hudson Roberts, WI 54015 St. Croix County 715-684-9125 Phone: 651-248-0390 CST#46672 • SEPTIC LOCATION 01, 14 • FOR: CRANE HILL OF HUDSON o ioo zoo %77MOMMNi -- _ 1 fl \ 9 SB 510, -66 6 / / h / gyp° Ix 0, //I i I \ / 9� SB LI53 .,*, 935'63M3 SB L. 935.79 437 LOT 1 -sB L?B2 -940 55 L2BM3 5S LIBV-, Area : 5.00 g35.20 935.92 93 .92 f, 2 a �, 9 3� sB29 L. IB2 2 38 1. SB"LIBf11 SB L2B?-- -'134.16 g31.B0 o. 1776 x 924.28 WE1 SP5 ' DENOTES SOIL 2 BORING LOCATED ON 9-13-17 66" .v 1 I � . r C.,/ �J , 11, • 410 NORTH 1 1 a CORNERSTONE LANE) SURVEYING, INC