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Home My WebLink About014-1027-70-100 CROIXco o UNTY !J PLANNING ~.1. ZONING December 7, 2006 \ Bill Hall 1 3136 Co Rd Q Clear Lake, WI 54005 Re: On-site Soil Determination for SE, SE, Section 12, Forest Twp. East & West Code Administration Parcels 715-386-4680 Dear Mr. Hall: Land Information & Planning 715-386-4674 Upon review of two soil tests submitted by Chris Fredericks, CST for the above mentioned parcels a County On-site was required due to potential sandstone RearProperty located at depth. 715-3'01677 On November 3, 2006 one soil pit was excavated near B-3 of the proposed West R g parcel. The soil profiles observed were similar to the descriptions submitted by 74 -386-4675 Chris. Knife Penetration Tests were conducted at depths of 72 and 120 inches below grade. Soils were checked approximately one foot into sidewall of soil pit. Soil colors of 10YR 8/2 were present indicating potential sandstone bedrock, however Knife Penetration Tests did not report cementing. Weathering of the original sandstone has resulted in a 10YR 8/2 very fine sand. It is recommended that the sanitary system be kept in the upper horizons and sized at 0.5 gallons per day per square foot to take into account the very fine sand at depth on both proposed parcels. No redox features were observed in any of the horizons. I If you have any questions regarding the on-site determination, please feel free to contact me at 715-386-4680. Sincerely, Ryan Yar igton Zoning Technician Cc: Chris Fredericks, 2017 6th St. Cumberland, WI 54829 file ST. CROIX COUNTY GOVERNMENT CENTER 1 101 CARMICHAEL ROAD, HUDSON, WI 54016 715-386-4686 FAx PZCDCO. SAIVT-CRCIX, w'i. US W\\ V W. C O. SA I NT-C ROI X. W I . US SOIL EVALUATION REPORT #29 Department of Comme in accordance with Comm 85, Wis. Adm. Code Page 1 of 3 Division of Safety and Buil s Fredericks Perc Testing Attach complete site plan on paper les S' a hes in size. Pla must County include, but not limited to: vertical and 'zon ct St. Croix percent slope, scale or dimensions, north ow, an istanice ~ nearest road. Panxfl.D. ~j Please print all information. A a/ Review Personal information you provide may be used for secondary purposes (Privacy Law, s. 15.04 (1) (m)). y //e /(p I Property Owner Property Location I / V2--L HALL, BILL Govt. Lot SE1/4, S114, 512, T31N, R15W Property Owner's Mailing Address Lot # Block # Subd. Name or CSM# 3136 Co. Rd. "Q" 1 1 ~ 44ep6sed West Parcel City State Zip Code Phone Number City ❑ Village ❑ Town Nearest Road Clear Lake WI 54005 715-263-2868 Forest C.T.H. "Q" Iq 3 i ❑ New Construction Use: ❑ Residential / Number of bedrooms 3 Code derived design flow rate 450 GPD ❑ Replacement ❑ Public or commercial - Describe: Parent material Sandstone bedrock & loess Flood plain elevation, if applicable na ft. General comments Recommend the trenches be stair-stepped beginning with system elev. of 89.5" near 131-B3 and ending and recommendations: at a systsem elev. of 87.5 near 62. 5a 5 d ❑ Boring FT Boring # ® Pit Ground surface elev. 96.6 ft. Depth to limiting factor 129+ in. Soil Application Rate Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots GPD/ft= in. Munsell Qu. Sz. Cont. Color Gr. Sz. Sh. *Eff#1 •Eff#2 1 0-4 10YR 3/2 sil 2mgr mfr gs 2f .6 .8 2 4-10 10YR 6/4 sil 2fabk mfr dw 1m .6 .8 3 10-26 10YR 4/4 A 2mabk mfr gw 2m .6 .8 4 26-49 10YR 8/2 s Osg ml aw .7 1.6 5 49-53 IOYR 4/6 sl Om MA aw .2 .6 6 53-129 10 8/& I S Osg ml .7 1.6 10YR 5/6 27 Boring # ❑ Boring 4 ❑ Pit Ground surface elev. 92.0 ft. Depth to limiting factor 118+ in. Soil Application Rate Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots GPDh-f in. Munsell Qu. Sz. Cont. Color Gr. Sz. Sh. *011101 *Eff#2 1 0-5 10YR 3/2 sil 2mgr mfr gs 2f .6 .8 2 5-13 10YR 6/4 sil 2fabk mfr dw 1m .6 .8 3 13-33 10YR 4/4 A 2mabk mfr dw 2f .6 .8 4 33-44 10YR 4/6 grsl 2fgr mfr gw if .6 1.0 5 44-63 10YR 6/6 s Osg ml gw 7 1.6 6 63-118 10Y 8/2 & it s Osg ml .7 1.6 10YR 5/6 * Effluent #1 = BODS> 30 < 220 mg/L and TSS >30 <'l 50 mg/L * Effluent #2 = BOD5130 mg/L and TSS <_30 mg/L CST Name (Please Print) Signature: CST Number Chris Fredericks - r 71618 Address Fredericks Perc Testing 01 Date Evaluation Conducted Telephone Number 2017 6# Street Cumberland, WI 54829 9/17/2005 715-419-0127 SED-8330 (8.07/00) Property Owner HALL, BILL Parcel ID # Page 2 of 3 ❑ Boring Boring # 96.1. Depth to limiting factor 12$+ in. Fil Z Pit Ground surface elev. Soil Application Rate Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundery Roots GPDMV in. Munsell Qu. Sz. Cont. Color Gr. Sz. Sh. *Eft#1 *EM 1 0-5 IOYR 3/2 A 2mgr mfr gs 2f .6 .8 2 5-12 10YR 6/4 sil 2fabk mfr dw 2m .6 .8 3 12-25 10YR 4/4 sil 2mabk mfr dw 1m .6 .8 4 25-68 10YR 4/6 grsl 2fgr mfr gw if .6 1.0 5 68-128 10YR 8/2 & s Osg ml .7 1.6 10YR 5/6 .00~ ' A * Effluent #1 = BOD5> 30 < 220 mg/L and TSS >30 <150 mg/L * Effluent #2 = 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 TTY 608-264-8777. 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