The URL can be used to link to this page

Home My WebLink About008-2017-04-000 (2)Wisconsin Del;artmenl "d Commerce Division of.afety and ltc+hhnLs SOIL AND SITE EV:UTATION page Of in accordan'� %%itlt ('omm 85, �I i;. -%dtn. Code Attach complete site plan on paper not less than 8 :4 x l I inches in size. Plan most include, but oun St. Croix not limited to: vertical ar.<i horizontal relerence point 1.13%1), direction and percent .lope. ;catle or dimensions, north arrow arni lotcalioro and distance to the nearest road Parcel ID # ��J 2 I (J -003 APPLICANT IN F i , RMATION -Please print all information kc iewed.BY. bate: Pe?>,. iai infnnu,in, na} be used for secondarN purpusesfPn%ac% Late. -s 1�.14 i 8m )) Property otiwncr: Propert) location Kurt and [Jizaboh Christensen (im"E iot NE 1/4 SE 1/4 S23 T 28 N, Rl6 F: (or® Property owner's maiiing address: t,o Block 4 SutA Name orCSW 855 Benoy Road NA NA N VA (-or qo{� ✓r.� rt City / State / Zip Code Phone number l A I City �'iliage Town Nearest Road Hudson / Wiscort iin i54016 715-386-6340 Eau Galle 25`h Avenue 10 New Construction Ilse C3 Residential/',Number of bedrooms l Inknown ,Addition to existing building: NA 0 Rephwenacni Q Public or commercial - d,.scribc Code Design Flo% R;;i,;: l nknown - must be appropriate size for the contour and soil restrictions 7/+�Z�p��✓� . t�c:�/��k ti Parent Material: Glaeinl 1 -11 - ground moraine General Comments ant' Recommendations: Soils are poorlN drained glossoboralfs underlain by very dense gravely silty clay loam. Redo% features are the result oiperching above the dense sandy loam layer. A long narrow mound SAS is recommended for this site with 2.50 feet of sand fill. Coll nvf iCRIPTIION RFPCIRT Boring # Ii• ;iron I_`cpth Dominant Redox Description I-exture Structure Consistence Boundary Roots Soil Application Rate ior. Munsell Color Qu. Sz- Cont. Color t far. Sy. Sh. GPD£FT' Pit 7 � 1 OYR 3/2 NA sil 2msbk mfr aw 3f UP I UP2 0.6 0.8 Ap i 0-9 Ground Elev (ft.) E 11 -12 1 OYR 4/3 f2f 7.5YR 5/6 sil w c 1 inpl mfr cw 2f 0.4 0.6 $6.26 Bt + !2-17 1 OYR 414 m2d 7.5YR 5£8 sicl I [USIA m1l- aw NA 0.2 0.3 Depth limitingg 17-21 10YR 5/3 m3p 5YR 5£8 scl rnussivo factor- in. 0 i Remarks: Boring # Pit R Ground Elev (ft.) 86.26 Depth to limiting factor- in. 0 FA- 0-8 t- Bt €, -i 2 IOYR 3/2 1OYR 5/3 NA I sil 2msbk m2f 7.5YR 5/8 sil Nw c i Intpl mfr mfr aw aw 3f 21' 0.6 0.4 0.8 0.6 C !:?-l8 I OYR 4/4 m3p 7-5YR 5/8 I gr-ycl massive ! Remarks. CST Name: Eli M. fi.Nliftwd. Gottfried Environmental Signature: Tel. No. 715-833-1400 Address: 124-1/2 Graham .Are. Fan Claire. WI. 54701 Date: 12 May 20()5 CST # 221981 SOIL DESCRIPTION REPORT ronerl-v oivner Cliri�,lcnsen Parcel ID4 Burin # Horiznn Depth in. Dominant Munsell Color Redox Description Qu. Sz. Cont. Color Texture Structure (ir_ Sz. Sh_ Consistence Boundary Roots Suit Application Rate (iPl)"vi" Dili1 1:t1".2 Pit 9 1f 0-8 10YR31`2 NA ;ii 2msbk mfr aw 3f 0.6 0.8 Ground Elev (ft.) ;t 8 -12 IOYR 5,3 m2d 7.5YR 5/8 sicl Impl mfr as If 0.2 0.3 86.20 1'-I - 10YR i I map 5YR 5:8 cl massive Depth to Itmtttna factor- in. 0 Remarks: Boring # it 10 110FIZ011 Depth in. Donunant Munsell Color Redox description Qu. S2- Cont. Color Texture Structure Cir. Sz. Sh. Consistence Boun,?.j:, Rtxits Soil Application Rate Iif-#I I-M.2 Apl U- , 10YR 3 , NA sit 2msbk infr at+ '1 0.6 0.8 Ground Ap2 7-9 1OYR 3/2 fld 7.5YR 5/6 sit Imsbk mfr aw 11 0._ 0.3 Elev (ft.) 85.52 Bt 9 -12 10YR 5/3 m2d 7.5YR 5/8 sit w c Imsbk mfr aw NA U 0. Depth to C' 12-1-1 1OYR 4A n0p 7.5YR 5/8 gr-sicl massive limiting factor- in. 0 Remarks Boring # Ground Elev (ft.) Depth to limiting factor- in. Remarks: Boring # Horizon Depth in. Dominant Munsell Color Redox description Qu, Sz. Cont. Color Texture Structure Gr. Sz. Sh. Consistence Boundary Roots Soil Aphhcation Rate (wwl- I' litip 1 Effa2 Ground Elev (ft.) Depth to limiting factor- in. Remarks: Wi *,)nsin*t)e .amncnt ofC ommcrce Pivision of.Safety and Buildings SOIL AND SITE EVALUATION Pa_c Of in accordance %N ith Comm 85, Wis. Adm. Code Attach complete site plan on paper not less than 8'V x I 1 inches in size. Plan must include. but not limited to: vertical and horizontal reference point (BM). direction and percent slope, scale or dimensions. north arrotiy, and location and distance to the nearest road. APPLICANT INFORMATION - Please print all information Personal information you provide may be used for secondary purposes (Privacy I a% , s, 15.0411 Knajj. Property owner: Kurt and Elizabeth Christensen Property owner's mailing address: 855 Benoy Road City / State / Zip Code Phone number: Hudson / Wisconsin /54016 715-386-6340 County 5t. Croix EFILE I#-1-4)(-7-0 060 Revie%ved Bv: Uate; Property location Gov't lot NF 1/4 SE 114 S23 T 28 N, R16 E (orR Black n 1,,SnbdN or C'SM;! NA e }f �'.� r -faF city Village !'own Nearest Road Eau Galle 25'" Avenue ® New Construction Use ❑ Residential.,Number of bedrooms Unknown Addition to existing building: NA 4M 0 ❑ Replacement ❑ Public or commercial - describe ? MnAlkL�J S {J-e— S- '> (,160 2 54-41 AY4— Code Design Flow Rate: Unknown - must be appropriate size for the contour and soil restrictions Tue�C. rw7 �'r+� Parent Material: Glacial Till - ground moraine ,,,, Py -i-5 ,'t, (0 pal eat -a l I' General Comments and Recommendations: Soils are moderately drained glossoboralfs underlain by very dense gravely silty clay loam. Redo% features are the result of perching above the dense sandy loam layer. A long narrow mound SAS is recommended for this site with 2.50 feet of sand fill. cnit niv cd^uin•rtnly 12VPO 2T Boring # Hraiwn I)epth Dominant Redox Description Texture Structure Consistence Boundary Roots Soil Application Rate in. Munseil Color Qu. Sz. Cunt_ Color Gr. Sz- Sh. GPD/FT2 Pit I kfF41 EfIW2 A 0-10 IUYR 3/2 NA sil 2msbk mfr aw 2f 0.6 0.9 Ground E 10-15 10YR4/3 NA sil Imp[ mfY cw if 0.4 0.6 Slev{tt.} 9 6. 54 Bt 15-19 7.5YR 4/4 m I d 7.5YR 5/8 sicl Imsbk mfr aw NA 0.2 0.3 Depth to C 19-25 10YR 5/3 m3p 5YR 5/8 sel massive limiting fact - 15 Remarks: Boring # Pit 2 Ground Elev (ft.) 95.86 Depth to limiting factor- in. Ap 0-9 10YR 3/2 NA sil 2msbk lnfr aw 3f 0.6 0.8 1: 9 -13 10YR 4, ; NA sil impl mfr cw 2f o.4 0.6 Fat 13-16 7.5YR 4 -1 fld 7.5YR 5/8 sil w c 2msbk mfr aN%" 1 f 0.6 0.8 C 16-18 I OYR I t m2d 7.5 YR 5/8 gr-sic) massive Remarks: v CST Name: Eli M. Gottfried, Gottfried Environmental Signature:_ 1Gl Tel. No. 715-833 1400 Address: 124-1/2 Graham Ave. Eau Claire, WI. 54701 Date: 12 May 2005 CST # 221981 SOIL DESCRIPTION REPORT 'roncrty umtiner Christensen Parcel IDS Boring # Pit 3 horizon Depth in Dominant Munsell Color Rcdux Description tlu. Sz. Cunt (-olor Texture Structure Or. Sz.. Sh, Consistence Boundary Rarts Soil Application Bate GPD/FTC Eft#I Eft#2 Ap 0-9 l OYR 3/2 1`.A ail 'tnshk mf-r a�v +f 0.6 0.8 Ground Elev (ft.) E 9 -14 10YR 43 NA ii I II I mfr cw 11 0.4 0.6 45.54 [3t 14-16 IOY'R 4;'4 lld 5Y'R 5'8 sil u e rrr hk mfr 2a if 0.6 0.8 Depth to C 16-19 1 OYR 4.r4 f1 d 7.5YR 51�8 g,r sic] ma si%e limiting factor- in. 14 Remarks: Baring # Pit 4 Horizon Depth in. Dominant Munsell Color Redox description On. Sz_ Cont. Color rexture Structure Gr. Sz. Sh. Consistence hound' Roots Soil Application GPD/FT= Ap 0-8 10YR 3/2 NA sil 2msbk mfr aw 2vf 0.6 0.8 Ground E 8 -10 10YR 4/2 NA A 1 mpl mfr aw 1 f 0.4 0.6 Elev (ft.) 94.60 Bt 10-14 10YR 5/3 m2d 7.5YR 5/8 A I ntshk mfr aw NA 0.2 0.3 Depth to C 14-18 10YR I'l rn3p -_� �'R 5,18 gr-sicl massive limiting factor- in. 0 Remarks: Boring # 0 Ground Elev (ft.) Depth to limiting factor- in. Remarks: Boring # Horizon I iupth in. Dominant Munsell Color Redox description Qu, Sz. Cont. Color I ezture Strtl:ture Gr. Sz. Sh. Consistence Boundary Roots Soil Application Raw GPDFF I z 6ff# 1 Etl#2 Ground Elev (ft.) Depth to limiting factor- in. Remarks: