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Home My WebLink About026-1161-15-000 (2) 3 Jr Wisconsin Department of Commerce SOIL EVALUATION REPORT 26 n n ((rage 1 of Division of Safety and Buildings in accordance with Comm 85, Wis. Adm. Code County St. Croix Attach complete site plan on paper not less than 81/2 x 11 inches in size. Plan must include, but not limited to: vertical and horizontal reference point (BM), direction and Parcel I.D. percent slope, scale or dimensions, north arrow, and location and distance to nearest road. Please print all Information. viewed b Date Personal information you provide may be used for secondary purposes (Privacy Law, s. 15.04 (1) (m)). Property Owner Property Locatior>~ ❑ El Steve Derrick Govt. Lot ,1~ 1/4 SE 1/4 S 15 T 30 N R I8 E (or) W Property Owner's Mailing Address Lot # Block # Subd. Name or CSM# 1438 County Rd G 15 - Cherry Knolls Ist Addition . ~z 3 City State Zip Code Phone Number ity Village ■ Town Nearest Road New Richmond WI 54017 ( ) County Rd G New Construction Use Residential / Number of bedrooms 3 to 4 Code derived design flow rate 450 to 600 GPD ❑ Replacement F] Public or commercial - Describe: Parent material glacial outwash Flood Plain elevation if applicable ft. General comments This site is suitable for a mound system 'o - S and recommendations: * w/ bands.5", lvfs, Om 10yr3/4 R n'-) / l.' kid 1 Boring # ❑ Boring RS S Jc~ a Pit Ground surface elev. 103.90 ft. Depth to limiting factor 69 Soil !cation Rate Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots GPD/fF in. Munsell Qu. Sz. Cont. Color Gr. Sz. Sh. 'Efr#1 'EfF#2 1 0-16 10yr3/3 sil lmpl mfi as - .4 .6 2 16-20 1 3/4 sil lmsbk mfr cw - •6 .8 3 2048 7.5yr4/6 is Om mfi cw - .7 1.6 4 48-69 7.5yr4/6 Is Om mfi cw - .4 .6 5 69-86 7.5yr4/6 flf5yr5/8 sicl Om Inn - - .0 .0 2 Boring # ❑ Boring 104.28 56 F Q Pit Ground surface elev. ft. Depth to limiting factor in. Soil Application Rate Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots GPDHF in. Munsell Qu. Sz. Cont. Color Gr. Sz. Sh. 'Eff#1 '0102 1 0-10 10yr3/3 - sil lmpl mfi as - .4 .6 2 10-20 1 4/4 - fls 2msbk mfr cw - .6 .8 3 20-38 7.5yr4/6 scl lmsbk mfi cw - .2 .3 4 38-56 7.5yr4/6 - Is Om mfi cw - .7 1.6 5 56-70 7.5yr4/6 fl 13yr5/8 , scl Om m fi - - .0 .0 ' Effluent #1 = SOD > 30:5 220 mg/L and TSS >30 < 150 mg/L ' Effluent #2 = BOD < 30 rng/L and TSS < 30 mg/- CST Name (Please Print) - _ Signature CST Number Thomas C Nelson 227387 Address Date Evaluation Conducted Telephone Number 1432 120th Street, New Richmond, WI 6/28/04 715-246-2454 Jo'' C Property Owner Derrick Parcel ID # Page 2 of 3 3 Boring # Boring 106.40 31-62 ❑ pit Ground surface elev. ft. Depth to limiting factor in. Soil nGPDAY Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots in. Munsell Qu. Sz. Cont. Color Gr. Sz. Sh. *Ef1 0-10 10yr3/2 - sil lmpl mfr as - .4 .6 2 10-19 1 4/4 - sil lmsbk mfr cw - .4 .6 3 19-31 10yr4/4 - 1s Osg mfi cw - .7 1.6 4 31-62 10yr4/4 c2d5yr5/8 sil 1 cw - .4 .6 5 62-90 7.5yr4/4 - fsl Om mfi - - 2 .5 ❑ Boring # HBoring Pit Ground surface elev. ft. Depth to limiting factor in. Soil Application Rate Horizon Depth Dominant Color Redox Description Texture Sinxxure Consistence Boundary Roots GPD/fi? In. Munsell Qu. Sz. Cont. Color Gr. Sz. Sh. *Eff#1 *Eff#2 Boring # Boring F-1 Pit Ground surface elev. ft. Depth to limiting factor in. Soil Application Rate Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots GPDAP in. Munsell Qu. Sz. Cont. Color Gr. Sz. Sh. *Efl#1 *Eff#2 i " Effluent #1 = BODS > 30:< 220 mg/L and TSS >30:E 150 mg/L * Effluent #2 = BOD, a 30 mg& 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. SBD-9330Tee (8.07/00) ",..Cher Knolls 1 Lot 15, NE lot corner Town Road BM2 pq.~ 136' 00, 245' 202' SCALE I"= 40' BM1 TOP OF IRON PIPE 100.00' BIM BASE OF PHONE P D 109.4 ' 81103.901 ■ 332.8 82104.28' 83106.40' 24'r. 131' slop Nod . B1 Thomas Nelson 227387 U l t li pipe. l BM1 ~I p~C~~ ~J `i V I VI\L 1\V71V LOT 2fi II 79,957 sq. ft. G$ _5897022_E_ EXTENSION) loe .1 1.84 acres 85.44 L. B. 0. = 975.0' cw I cw f z - sue. LLJ ~ O Z Z 00 W 8• / \ c01 -00 80' Temporary Cu/-de-Sac EosemerM to be Extinguished upon i, \ I E Extension of the Road Eosem en t moo, s> LOT 15 tK~, 98,426 sq. ft. Z~s~ 2.26 acres s i ,tK`L~ \ L. B. 0. =975. Q.' E p3•12 . cA II C j Q01 y 5.3~~E 85 2 C~_ Ug~ 1 \ 6 }N'" _ N F • ice/ .30' Drainage Eosement gs8 e~~/ 3 LOT M ,~hh 0, 93,166 sq. ft. X33. 2.14 acres POND ` t L. B.0.=975.0' ~y/h~ ~e ~Odo. = 0 C H. W. E =971.15' CJ o Q .x^41 v ~ 379.99 i 10~,. .~FJ 9- t , N84'47'1 7"W 479.73 99.74' ~5`p1~6g / r ~ ' Ut t L 0 T 9_ Corners fall it I water - ,no 66.99' ' CHERRY monuments set 33' 33 127TH STREET - - - LOT 11 I ' o NW-SE KNOLLS SW-SE - -I- - on calls in the conveyance for the Prepared for and at 7 Volume 699, Page 295, and the request of: Tears this description was OWNER: ?L.S. #1376, Dated 11/16/81. The iron pipe at the "monumented Steve Derrick aid Deed and found iron pipe. 1438 County Highway "G 59.73)~orthardin~ and this. west of said acted re New Richmond, WI 54017 RECEIVED Wisconsin Department of Co APR 1 6 Z 0 "SOI 1 EVALUATION REPORT Page 1 of 3 Division of Safety and Building ST, ORWS"y th C m 85, Wis. Adm. Code CO1nb' St. Croix Attach complete site plan on Laper. Fl s in size. Plan must include, but not limited to: vertical and horizontal reference point (BM), direction and Parcel I.D. Pendin percent slope, scale or dimensions, north arrow, and location and distance to nearest road. Pending Please print all information, vi Date Personal information you provide may be used for secondary purposes (Privacy Law, s. 15.04 (1) (m)). 0161 / Property Owner Property Location 1:1 S Steve Derrick Govt. Lot A-'qb 114 SE 1/4 S 15 T 30 N R 18 Property Owner's Mailing Address Lot # Block # Subd. Name or CSM# 1438 County Rd G 15 - Cherry Knolls 1st Addition City State Zip Code Phone Number []City []Village ■ own Nearest Road New Richmond WI 54017 ( ) County Rd G El New Construction UseE] Residential / Number of bedrooms 3 to 4 Code derived design flow rate 450 to 600 GPD 0 Replacement Public or commercial - Describe: Parent material glacial outwash Flood Plain elevation if applicable ft. General comments u and recommendations: This site is suitable for a mound system - h'wY1 s;and -01 a Moyyd ntour 94. 0' -1&&d a Boring # Boring El Pit Ground surface elev. 99.80 ft. Depth to limiting factor >88 in. Soil Application Rate Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots GPDBf in. Munsell Qu. Sz. Cont. Color Gr. Sz. Sh. *Eff#1 *Eff#2 1 044 tOyr3/3 is Ogg mvfr as 2f .6 .8 2 10-33 7.5w5/6 - is Osg mvfr CAW if .6 .8 3 33-88 7.5yr5/6 fsl Om mfi .2 .5 F 2 Boring # Boring >88 E] Pit Ground surface elev. q2,30 ft. Depth to limiting factor in. Soil Application Rate Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots GPD/ff in. Munsell Qu. Sz. Cont. Color Gr. Sz. Sh. *Eff#1 -EfW 1 0-9 10yr3/3 - is Osg mvfr as 2f .6 .8 2 9-20 1 4/4 - sil 2msbk mfr cw If .6 .8 3 20-88 7.5yr4/4 - fsl Om mfi .2 .5 * Effluent #1 = BOD > 30:5 220 mg/L and TSS >30-< 150 mg/L * Effluent #2 = OD < 30 mg/L and TSS < 30 mg& CST Name (Please Print) Signature _ 1+ CST Number Thomas C Nelson 227387 Address Date Evaluation Conducted Telephone Number 1432 120th Street, New Richmond, WI 4/1/04 715-246-2454 L Property Owner Derrick Parcel ID # Page 2 of 3 3 Boring # Boring El Pit Ground surface elev. 49-54 ft. Depth to limiting factor 31 2 in. Rate Soil nDt Ho rizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots GPin. Munsell Qu. Sz. Cont. Color Gr. Sz. Sh. `Eff#1 ff#2 1 0-10 10yr3/2 - A Impl mfr as 2f .4 .6 2 10-19 1 4/4 - sil lmsbk mfr cW if .4 .6 3 19-31 10yr4/4 - Is Osg mfi cw - .7 1.6 4 31-62 10yr4/4 c2d5yr5/8 sii imps mfi cw - .4 .6 5 62-90 7.5yr4/4 _ fsl Om mfi - - .2 .5 Boring # 9 Boring pit Ground surface elev. ft. Depth to limiting factor in. Soil Application Rate Horizon . Depth Dominant Color Redox Description Texture Structure Consistence Bounder y. Roots GPDHF in. Munsel Qu. Sz. Cont. Color Gr. Sz. SK 'EMM 'Eff#2 Boring # H Boring Pit Ground surface elev. ft. Depth to limiting factor in. Soil Application Rabe Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots GMT in. Munsell Qu. Sz. Cont. Color Gr. Sz. Sh. 'Eff#1 'Eff#2 ` Effluent #1 = BOD, > 30:5 220 mg/L and TSS >30:5 150 mg/L * Effluent #2 = BODS < 30 mgA- 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 altemate format, please contact the department at 608-266-3151 or TTY 608-264-8777. SM-8330Test (IL07)00) Che'rry Knolls 1st Addition Lot 15 )6F NE lot corner Scale 1" -,%L_ BM1 Top of conduit pipeloo.oo' BM2 Top of conduit pipe 98.36' 72' B1 99.8Y B2 98.39 i 82' B3 99.94' 62' BM1 40' -B3 04 loo' Bl 143' 158' 4% r' slope 119' 125' B2 BM2- 98' Thomas Nelson 227387