Loading...
HomeMy WebLinkAbout020-1491-04-000 (2)RECEIVED ie1_1n,_ Iqq Wisconsin Department of Commerce. SOIL EVALUATION REPORT Division of Safety and Buildings SEF ,2017 In accordance with Comm 95, Wis. Adm_ Code I OINTY ""OPINE Attach complete s' 1 x 11 inches m size. Plan must Include but rpt)MI an mzontal reference point (Blvi) ffl xim&d 11 Percent slope, scale or dimensions, north arrow, and BM referenced m Please print all inform F4PRZXv071 GY4 Personal information you provide may be used for secondary om LLC. 965 Alexander Rd. Hudson WI 54016 651-248-0390 Page I of 4 1--' St. Croix I .' ,.wmon Vt. LA v. v. I3 4 1 1 City ❑ Village 0 R 19 W 1R.31 Town Nearest Road Alexander Rd. ® New Construction Use: ® Residential / Number of Bedrooms Code derived design flow rate ❑ Replacement ❑ Public or Commercial - Describe GPD Parent Material Loess over Outwash Flood Plain elevation if applicable N/A ft. General comments and recommendations: Construct ELEade system along 100 foot contour. A boring was completed approximately 100 feet west of B-4 to see if there was sui0le-so-773ra conventional. The soil west of B-4 was similar to that described in B-1. There were no locations investigated upslope as we did not want to encroach on the potential building site at that location. J Boring # H Pit a Ground Striate Elevation 98.6 ft. Depth to Limiting factor 40 Jin. Soil Application Rate Horizon Depth in. Dominant Color Munsell Redox Description Qu. Sz. Cont. Color Texture Structure r. Sz. Sh. Consistence Boundary Roots GPDte -EB#1 I 'Efl#2 1 — 0-10 10YR3/2 - SL 2-f-gr mfr gs 2f 0.6 1.0 2 10-21 10YR3/2 - SL 2-m-bk mfr cs 2f 0.6 1.0 3 21-32 10YR4/4 - SCL 2-m-bk mfr gw 2f 0.4 0.6 4 32-40 7.5YR4/4 - SCL 0-m mfi gs 1f 0.0 0.0 5 40+ 7.5YR4/4 7.5YR4/6 f-1-f SCL 0-m mfi 0.0 0.0 2] Boring # ❑ Boring HPit Ground Surface Elevation 96.7 ft. Depth to Limiting factor 53 I *-!I e...a;,..w: - a-.- 1 Horizon Depth in. Dominant Color Munsell Redox Description Qu. Sz. Cont. Color Texture Structure Gr. Sz. Sh. Consistence Boundary Roots GPD 'EtfrRl 'E0#2 1 0-9 10YR2/1 - SIL 2-m-gr mfr gs 3 f-Co 0.6 0.8 2 930 10YR2/1 - SIL 2-m-bk mfr gs 2 f-Co 0.6 0.8 3 30-53 10YR3/4 - S 0-s9 fill as 1f 0.7 1.6 4 53-58+ 10TY5/4 7.5YR5/6 f-1-f SI 0-m mfr - 0.0 0.0 •Etnudt#1=BODs>30!5220m9/Land TSS>305150mg/L • Effluent #2= BOD, 530 mg/L amd TSS<_30 mg/L CST Name (Please Prim) Si CST Number Mark Iversonamre 46672 Address Date Evaluation Conducted Telephone Number P.O. Box 155 Hammond, WI 54015 August 30, 2017 715-796-5664 Lo , `( Property Owner Rolling Ridges LLC. 3] Boring # ❑ Boring ®Pit Ground Surface Elevation 98. ParcelID# Page 2 of 4 6 ft. Depth to Limiting factor 36 in. s, it nnf owe Horizon Depth in. Dominant Color Munsell Redox Description Qu. Sz. Cont. Color Texture Structure Gr. Sz. Sh Consistence Boundary Roots GPD 'Eff#1 •Eff#2 1 0-11 10YR3/2 SL 2-m-bk tnfr gs 3 fco 0.6 1.0 2 11-36 7.5YR4/4 S 0-s9 ml as 2 fco 0.7 1.6 3 36-43 7.5YR4/3 7.5YR4/6 f-1-f SL 2-m-bk Mfr as 1f 0.6 1.0 4 43-60+ 10YR4/4 S 0-Sg ml - - 0.7 1.6 # ❑Boring Boring HPit Ground Surface Elevation 102.8 ft. Depth to Limiting factor >90 in. Horizon Depth in. Dominant Color Munsell Redox Description u. Sz. Cont. Color Texture Structure Gr. Sz. Sh. Consistence Boundary Roots GPDM' 'Eff#1 1 '0102 1 0-9 10YR3/2 - SL 2-f-gr Ink CS 3 f-Co 0.6 1.0 2 9-24 7.5YR4/4 - VGRS 0-S9 ml gs 2 f-co 0.7 1.6 3 24-24 7.5YR4/4 - GRS 0-Sg ml gs 1f 0.7 1.6 4 24-90+ 10YR4/4 - GRS 0-sg ml - 0.7 1.6 Boring # ❑ Boring Wit Ground Surface Elevation ft. Depth to Limiting factor in. .Soil ennlinefinn Rab Horizon Depth in. Dominant Color Munsell Redox Description u. Sz. Cont. Color Texture Structure Gr. Sz. Sh. Consistence Boundary Roots GPD/e `E1191 •ER#2 •Effluentel=BOD,> 30 s 220 mg/L and TSS> 30<_150 mg/L • Effluent 42= 1301)5530 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. 0 SEPTIC LOCATION FOR: CRANE HILL OF HUDSON l -55 L454 r i 7 L48f92 I 5 L482� 45'1.91.,% 8.78 LOT 4 Area : 5.00 I i \, t 946 DENOTES SOIL 2 BORING LOCATED ON 9-1 3-1 7 �J `f 06 Ll 0 100 200 %M m - I - - 0 qao� NORTH 9 R4 � \ CORNERSTONE LAN0 SURVEYING. INC