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Home My WebLink About020-1491-02-000 (4)SOIL EVALUATION REPORT In accordance with Comm 85, Wis. Adm. Code C5`i-2014- 2$N Page 1 of 4 �4NA `oun,y St. Croix Atm��np � on p not less than 8 % x I 1 inches in PIar�rust Include but not limited to: verti and horirartal reference point (B Parcel I.D. p Perce� sgrytlynension north arow, and BM referenced tp�atruad._ b Community Develop print all information ��..CC JXCJ� 1�11�.i1J Revi ed by Dme anon you provide maybe used fro secondary purposes (Privacy Law, s. 15.04 (1) (m)) / �� Property owner Property Location Rolling Ridges LLC. Govt. W r % s 13 T 29 N R 19 w Property Owner's Mailing Address Lot # Block # Subd. Name or CSht# NO _ 147 1 - - av 965 Alexander Rd. 2 C P4nc �. 1) i 3. 29, 19, 3 133 City State Zip Code Phone 10 City ❑ Village 0 Town Nearest Road Hudson WI 54016 651-248-0390 21 New Construction Use: 0 Residential / Number of Bedrooms Code derived design flow rate GPD ❑ Replacement ❑ Public or Commercial — Describe: � K Parent Material Loess over Outwash Flood Plain elevation if applicable N/A ft. General comments and recommendations: Install the system at 65" below surface. Install the system beginning at the drainage easement boundary (see page 4). Reserve the area ups] to B-4, as the replacement area. Boring B-4 was initially completed 15' north of the location shown on the map. There was mucommTeirtlR�ding sor a ow e s at this location. St. Croix county inspector Ryan Yarrington observed the soil at B4 and agreed that the redox was no longer present at B4. The redox north of B-4 is not a result of a high water table. 1 I Boring # 0 Pit -' Ground Surface Elevation 99.9 ft. Depth to Limiting factor >110 in. Soil ADolication Rate Horizon Depth in, Dominant Color Munsell Redox Description Qu. Sz. Cont. Color Texture Structure Gr. Sz. Sh. Consistence Boundary Roots GI!Dte 'Ef!81 'EB#2 1 0-10 10YR3/2 GRLS 0-sg ml gs 3f 0.7 1.6 2 10-63 7.5YR4/4 GRS 0-sg ml gw 2f 0.7 1.6 3 53-110+ 10YR4/4 S 0-sg ml 0.7 1.6 Boring # ❑Boring BIPit Ground Surface Elevation ft. Depth to Limiting factor in. c 1 a..,.n�.. osw Horizon Depth In. Dominant Color Munsell Redox Description Qu. Sz. Cont. Color Texture Structure Gr. Sz. Sh. Consistence Boundary Roots GPW 'EB#t I •Eff#2 1 0-1 10YR3/2 - SIL 2-f-gr mvfr gs 3f 0.6 0.8 2 10-39 10YR4/4 - GRS 0-sg ml gw 1f 0.7 1.6 3 39-105+ 10YR4/4 - S 0-sg ml 0.7 1.6 -EIDUdrta1-k"Ih>SUSUUmp/Land-IJS>30<15UmgrL •EmUenla2=1R/lh<_ 3U mgn. and INS<_ 30 Mg/L CST Name (Please Print) Si 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 LU % Property Owne 3 ] Boring # Rolling Ridges LLC. Parcel ❑ Boring OPit Ground Surface Elevation 98.6 ft. Page 2 of 4 Depth to Limiting factor >105 in. Horizon Depth in. Dominant Color Munsell Redox Description Qu. Sz. Cont. Color Texture Structure Gr. Sz. Sh. Consistence Boundary Roots GP 'EfF#1 'Eff#2 1 0-12 10YR3/2 GRSL 2-f-bk mfr gs 3f 0.6 1.0 2 1242 7.5YR4/4 VGRS 0-sg ml gw 2f 0.7 1.6 3 42-105 10YR4/4 GRS 0-sg ml - - 0.7 1.6 Boring # ❑ Boring OPit Ground Surface Elevation 101.3 ft. Depth to Limiting factor 105+ in. c..a e.:.l ire... ame Horizon Depth in. Dominant Color Munsell Redox Description Qu. Sz. Cont. Color Texture Structure Gr. Sz. Sh. Consistence Boundary Roots GPD " Eft#1 I -Eff#2 1 0-7 10YR3/2 - SIL 2-f-gr mfr gs 2f 0.6 0.8 2 7-20 7.5YR4/4 - SIL 2-f-gr mfr gs 1f 0.6 0.8 3 20-31 7.5YR4/4 - GRS 0-sg ml gs 1f 0.7 1.6 4 31-46 1DYR4/4&5YR4/6 - GRS&FS 0-sg ml CS 0.5 1.0 5 46-53 7.5YR4/4 - FS 0-m mfr Cs 0.6 1.0 6 53-105+ 10YR4/4 - S 0-sg ml 0.7 1.6 Boring # ❑ Boring OPit Ground Surface Elevation ft. Depth to Limiting factor in. Horizon Depth in. Dominant Color Munsell Redox Description Qu. Sz. Cont. Color Texture Structure Gr. Sz Sh. Consistence Boundary Roots GPDlft 'ER#1 `Eft#2 •Effluent#l=BODs>30S220 mg/L and TSS> 30< 150 mg(L • Effluent #2= BODsS 30 mg/L and TSS< 30 myJL 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 TTY 608-264-8777. Page 3 of 4 0 R. 24 ft. 40 R. 80 ft. O Lot # 2 N 102' BWI -Top of 3/4"PVC Pipe _ B-4 B-f 100.0' 99.9 100'. / 98 BM#2 - Top of 3!4"PVC Pipe,B-3 \ 98.3' 98.6 spy✓-f • = Ground Surface Elevation BW a Descnption = Bench Mark Elevation tom, = 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 -It - h d I I H II L30=93 II I - CBA-0.74 ACI I I I I —I Ih q.o 1 I Lq3� 20 ' 93J.SE 27 0 'q41- Li83 .� _ I l �\ � U� E � j \ 4B LBMi 2V 1p�" ' 4i5.20 rU2 1 I` \ I \ I 1 \ I I \ I �I sl �l LOT 2 SAO ACRES OX0 ,.t_.E go LF7.ilte27SA976 N. n.62 s SOIL BORING LOCATIONS AND BENCHMARKS SHOWN HEREON WERE FIELD LOCATED ON 0 40 80 SONTMBEROURS 13, 2017. CORNERSTONE -CONTOURS SHOWN WERE DERIVED FROM AVAILABLE LIDAR DATA AND NOT FIELD VERIFIED. NORTH LAND SURVEYING. INC. Wisconsin SOIL EVALUATION REPORT CS��ac13� Iq'� Department Commerce Page 1 of��1 Divissw o�Sa(ep�ei dings In accordance with Comm 85, Wis. Adm. Code RE Y Attach cg(tlplete site ply on paper not less than 8 X x 11 inches in size. Plan must county St. Croix I lie t limited to: vertical and horizontal reference point (BM), direction and I I.D. SEPi� Ct ssupe.,gcale or dimensions, north arrow, and BM referenced to newt roy I OROMOPMENT Please print all information fig a^ Revie by Date filFedliRn You provide may be used for secondary purpo: F 4P R2XV 071 GY4 wrier Rolling Ridges LLC. JsML rut v. v. S 3 T N R 19 W Property Owner's Mailing Address Lot # Block # Subd Name or CSM# 965 Alexander Rd. 2 1 rr...r ary state zrpcode Phone ❑City ❑Village ®Town Nearest Road Hudson WI 54016 651-248-0390 1 Hudson Alexander Rd. 0 New Construction Use: 0 Residential / Number of Bedrooms Code derived design flow rate GPD ❑Replacement ❑PublicorCommercial— Describe: Parent Material Loess over Outwash Flood Plain elevation if applicable N/A ft. General comments and recommendations: Install the system in the third horizon. 2604..1C 1 ' Boring # ®pit' Ground Surface Elevation 99.9 ft. Depth to Limiting factor > 110 in. I Aonficaticin Rate Horizon Depth in. Dominant Color Munsell Redox Description Qu. Sz. Cont. Color Texture Structure Gr. Sz. Sh,'EIf#1 Consistence Boundary Roots GPI W *0102 1 0-10 10YR3/2 GRLS 0-Sg ml gs 31' 0.7 1.6 2 10-53 7.5YR4/4 GRS Osg pill 9W 2f 0.7 1.6 3 53-110+ 10YR4/4 - S 0-59 pill - 0.7 1.6 ❑❑Boring 2 Boring # 0pit Ground Surface Elevation 9 °/. y ft. Depth to Limiting factor Soil ADDlication Rat Horizon Depth in. Dominant Color Munsell Redox Description Qu. Sz. Cont. Color Texture Structure Gr. Sz. Sh. Consistence Boundary Roots PD/itz *111111 *Ef*2 1 0-10 10YR3/2 SIL 2-f-gr mvfr gS 3f 0.6 0.8 2 10-39 10YR4/4 - GRS 0-S9 Intl 9W 1f 0.7 1.6 3 39-105+ 10YR4/4 - S 0-S9 ml - 0.7 1.6 i .'75 all i4 c"% i 's �e r : pp. -- _. •EfBuent#1=KIM>30<220 mall, and TSS>30<150 mall. *Effluent #2= HOD.< 30 ma/L and TSS< 30 ma/L CST Name (Please Print) Signature CST Number Mark Iverson -Y� 46672 Address Date Evaluation Conducted Telephone Number P.O. Box 155 Hammond, WI 54015 August 30, 2017 715-796-5664 L0 Z Property Owner Rolling Ridges LLC. Parcel 3] Boring # ❑ Boring HPit Ground Surface Elevation 98.6 ft. Page 2 of _X— Depth to Limiting factor > 105 in. Anil A..J - fill Rafn Horizon Depth in. Dominant Color Munsell Redox Description Qu. Sz. Cont. Color Texture Structure Gr. Sz. Sh. Consistence Boundary Roots QPDMe 'EfF#1 •Etft12 1 0-12 1OYR3/2 - GRSL 2-f-bk rnfr gs 3f 0.6 1.0 2 12-42 7.5YR4/4 - VGRS 0-sg ml gw 2f 0.7 1.6 3 42-105 10YR4/4 - GRS O-sg ml - - 0.7 1.6 Boring # ❑ Boring Wit Ground Surface Elevation fL Depth to Limiting factor in. Sob ADMIcation Rate Horizon I Depth in. Dominant Color Munsell Redox Description Qu. Sz. Cont. Color Texture Structure Or. Sz. Sh. Consistence Boundary Roots GPDM '0101 1 'EIf#2 51 Boring # ❑ Boring Wit Ground Surface Elevation ft. Depth to Limiting factor in. Sod Aeel�irarlrin� Horizon Depth in. Dominant Color Munself Redox Description u. Sz. Cont. Color Texture Structure Gr. Sz. Sh. Consistence Boundary Rolla GPDNe 'Eff#1 'Eff#2 * Effluent 41 = BOD>> 30 5 220 mg/L and TSS > 30 5150 mg/L • Effluent #2 = SOD,<_ 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 TTY 608-264-8777. ;Page 3 of 4 0 ft. 24 ft. 40 ft. 80 ft. Lot #2 ON 94' • = Ground Surface Elevation BM# & Description = Bench Mark _ _ Elevation 1op,� = Boring Location & Elevation Owner: Rolling Ridges LLC. 965 Alexander Rd. Hudson, WI 54016 Phone: 651-248-0390 Site Information: 1/4, 114, S13, T29N, R19W Town of Hudson St. Croix County Completed By: Mark Iverson 617 Cty. Rd. J Roberts, WI 54015 715-684-9125 CST# 46672 SEPTIC LOCATION FOR: CRANE HILL OF HUDSON 0 100 200 %7=m R29.54 �� C � • SB L201''',,,�� `II y--SB , 20M1 \ ° SB L3 i3Dj 1972 3 3 L2BM3 S_0�3 � � •. �� q g35.20 `-`t35 92 i LOT Z Area : 5.00 _\ \ DENOTES SOIL 1.� 2 BORING LOCATED t ON 9-13-1 7 s. I NORTH CORNERSTONE LAND SURVEYING, INC