The URL can be used to link to this page

Home My WebLink About030-2081-10-000 (2) Q 1941 • wiser Department of Commerce IL ~ J T~~ REP RT Page 1 of 3 Division of Safely and Bins in accordance C Adm. Code A.C.E. Sod & Site Evaluations ~ Attach cornplefe site plan on paper not less x must OUNTy County St Croix include, but not limited to: vertical and horiz r percent slope, scale or dirneinsions, north and distance to nearest road. Parcel I.D. 0 *2081-10-000 Please pdM all ~.........rt ReAevk By Date Personal ffdmmbm you p kb may be used for secondary purposes (Privacy Law, s. 15.04 (1) (m)). Property Owner Property Localtion Larry & Donna Amundson Govt. Lot SE 19 NE 9 S 25 T 30 N R 20 W Properly Owner's MarkV Address Lot # Block # Subd. N or CSAIf# 1355 Pine View Trail 11 Plat Of Woodland Hills City State Zip Code Phone Number f City f Village f+ Town Nearest Road Hudson i WI 54016 (715) 549-6854 StJoseph Pine View Trail I New Construction Use: se Residential / Number of bedrooms 4 Code derived design flow rate 600 GPD M' Repot J Public or commercial - Describe: Parent material loess over glacial outwash Flood plain elevation, if applicable na General comments and recommer>dations: Site suitable for 1D' X 120' At-Grade or mound system witW' sand bft & 6' X100.0' dispersal cell. Dispersal cep to be place along 96.9_ 5' contour. ~ # ~ Boring II Pit Ground Surface elev. 96.97 ft. Depth to iim' 'g factor 40" rn• Soo Application Rate Horizon Depth Dominant Color Redox Description Texkffe Structure Consistence Boundary Roots GPD/fF in. Munsell Qu. Sz. Cont. Color Gr. Sz. Sh. 'Eff#1 `0102 1 0-13 10yr32 none sil 2fsbk mfr Cs 21' 0.6 0.8 2 13-32 10yr4/4 none sil 2msbk mfr 9w lvf,f 0.6 0.8 3 32-40 10yr5/4 none sil 1 csbk mfr 9W - 0.4 0.6 4 40-57 10yr5/4 c2d 7.5yr5/8 sil 1 csbk mfr - - 0.4 0.6 Boring # Boring a Pit Ground Surface elev. 96.78 ft. (depth to limiting factor 39" in. Soil Application Rate Horizon Depth Dominant Color Redox Desorption Texture Stricture Consistence Boundary Roots GPD/fF in. Munsell Qu. Sz. Cont. Color Gr. Sz. Sh. 'Eff#1 'Eff#2 1 0-21 10yr32 none sil 2fsbk mfr cs 21' 0.6 0.8 2 2135 10yr4/4 none sil 2msbk mfr 9w 1vff 0.6 0.8 3 35-39 10yr5/4 none sil 1 csbk mfr 9w - 0.4 0.6 4 39-48 10yr5/4 c2d 7.5wW sil 1 csbk mfr - - 0.4 0.6 • Effluent #1 = BOD 30 < 220 and TSS >30 < 150 #2 = BOD <30 mg/L and TSS <-M mg/L CST Name (Please Print) Signature CST Number James K. Thompson 3602 Address A.C.E. Sod & Site Evaluations Date Evaluation Conducted Telephone Number 340 Paulson Lake Lane, 154020 7232005 715-248-7767 property owner Larry & Donna Amundson Parcel ID # 030-2081-1040 Page 2 of 3 3 ] Boring # Boring iI Pit Ground Surface elev. 96.41 ft. Depth to limiting factor 48" in. Sod Application Rate F Horizon Depth Dominant Color Redox Description Texture Stnrctirre Consisterroe Bour>daryr Rood in. Mansell Qu. Sz. Cord- Color Gr. Sz. Sh. *Eff#1 *Eff#2 1 0-24 10yr32 none sil 2fsbk mfr cs 2fm,1 c 0.6 0.8 2 24-40 1Oyr4/4 none sll 2fsbk mfr 9w 1fmc 0.6 0.8 3 40-48 10yr5/4 none sil lfsbk mfr 9w lvf f 0.4 0.6 4 48-60 1Qyr5/4 f2f7.5yr5/8 sil lfsbk mfr 9w - 0.4 0.6 5 60-91 10yr5/4 c2d 7.5yr4/6 sd CO-MI) mfr - - 0.0 0.2 a Boring # Boring 11I Pit Ground Surface elev. 99.65 ft. Depth to limfing factor 39" in. Sod Application Rate Horizon Depth Dominant Color Redox Descrow Texture Structure Consistence Bmxlaryr Roots GPDff m. Munsell Qu. Sz. Cont. Color Gr. Sz. Sh. *Eff#1 *Eff#2 1 0-16 1Oyr3/3 none so 2fsbk mfr cs 2fm,1c 0.6 0.8 2 16-24 1Oyr4/4 none sil 2fsbk mfr 9w 1fmc 0.6 0.8 3 24-39 1Oyr514 none sil 1fsbk mfr 9w 1vf,f 0.4 0.6 4 39-51 10yr5/4 m2d 7.5yr416 sil 1 msbk mfr 9w - 0.4 0.6 5 51-96 10yr5/6 m2d 7.5yr518 sAAWs Om dsh - - 0.0 0.2 H#5 contains many stratified layers of 10yr5/6 Osg s - 3"-6' thick, 10yr4/4 Om sl -1" - 2" thick, & 10yr6/2 Om sit -1 " - 2 thick. / F -sI J Boring Boring # PR Ground Surface elev. 97.07 ft. Depth to limiting factor 52" " in. Sod AWkafion Rate Horizon Depth Dominant Color Redox Description Torture Structure Consistence Boundary Root in. Munsell Qu. Sz. Cont. Color Gr. Sz. Sh. *Eff#1 *Eff#2 1 0-15 1Oyr32 none sil 2fsbk mfr cs 21' 0.6 0.8 2 15-21 1Oyr4/6 none so 2fsbk mfr 9w 1f 0.6 0.8 3 21-38 1Oyr4/4 none sil 1fsbk mfr 9w 1vf,f 0.4 0.6 4 38-52 1 Oyr4/4 none so 1 msbk mfr 9w - 0.4 0.6 5 52-72 7.5yr4/6 m2d 7.5yr5/8 3trat s&9 Osg dl aw - 0.7 1.6 6 72-98 1 Oyr4/6 m2d 7.5yr4/6 sHWS dsh - - 0.0 0.2 F#6 contains many stra iW layers of 10yr5J8 Osg s - 3"46" thick,10yr414 Om sl -1" - 2• thick, & 10yrM2 0m sit -1" - 2' thick ' Effluent #1 = SOD ? 30 < 220 mg/L and TSS >30 < 150 mg/L * Effluent #2 = BOD5 < 30 mg/L and TSS <30 mg/- 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. r Property owner Larry & Donna Amundson Parcel ID # 030-2081-10-000 Page 3 of 3 -J Borhv F-61 Boring it Y .1 Pit Ground Surface elev. 98.22 ft. Depth to limiting factor 75" " in. Sal Application Rate Horizon Depth Domirmrt Color Redmk Description Texture Structure Consistence Boundary Roots GPD/fF in. Mrunsell Qu. Sz. Cont. Color Gr. Sz. Sh. 'Eff#1 'Eff#2 1 0-14 1Oyr32 none Sil 2fsbk mfr cs 2f 0.6 0.8 2 14-20 1Oyr4/6 none sil 2fsbk mfr gw If 0.6 0.8 3 20-31 1Oyr4/4 none Sill 1fsbk mfr gw 1vff 0.4 0.6 4 31-48 1Qyr4/4 none sit 1msbk mfr gw - 0.4 0.6 5 48-75 7.5yr4/6 none strat s&g Osg dl aw - 0.7 1.6 6 75-81 10yr4/6 m2d_ 7.5 /6 Si lls& Om dsh - - 0.0 0.2 HIM many stratified layers of 1 Or W Osag s - 3"4r t *K 1 oyr4/4 0m sl -1" - 2'th1ck, & 10yr62 Om sit -1"- r thick. ❑ Boring # J9 Pd Ground Surface elem. ft. Depth to limiting factor in. Rate Horizon Depth Dominant Color Redox Descxip w Texture Structure Consistence Boundary Roots GPDM in. Munsd Qu. Sz. Cord. Color Gr. Sz. Sh. 'Eff#1 *Eff#2 ❑ Boring # - Boring Pt Ground Surface elev. ft. Depth to limiting factor in. Sod Apple Rate H rizm Depth Domnwt Color Redmc Description Texture Stricture Consistence Boundary Roots in. Munsell Qu. Sz. Cont. Color Gr. Sz. Sh. *Eff#1 *Eff#2 II I ~I ' Effluent #1 = BOD ? 30 < 220 mg/L and TSS >30 < 150 mglL * Effluent #2 = BOD5 <.30 mglL 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. ~ , M • r% sail ¢dQ/cca~io~/~f ♦ E/tdaEio, • ~o ~o ~`e%Oia~o S-6-al-4 r r ~~c°/Q1v~ S( , • I~ St 47, ' go , i cle/I 0o q k'd` .1, B3 yZ° N it . ,B. Top oi' ~ • ' , ~ ~ ~lo~ ~ 4 6°~ E(eo . 99. Po. 0. 1 ~ / i i •p1 1 / ~ / 3 btd~con•, t wcu 1 Q rl-