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Division of Indus~ry~er`vi, s A
JUL 10 2016 SOIL P'6YE34ESIP1T54M
In accordance with Si -m. code Co inty o~a • 30~"~~ ~y~ j
ST C OIX C St. Croix
Attach c~~QQ less than 8 1/2 x 11 inches in size. Plan must include,
but not 1n c WWrMFtWrence point (BM), direction and percent slope, Parcel I.D.
scale or dimensions, north arrow, and location and distance to nearest road. 030-20 8-90-300 Ref#2438
Please print all information. Revi d by Daat
Personal information you provide may be used for secondary purposes (Privacy Law, s. 15.04(1)(m)). ✓ 6 ,
Property Owner Property Location ❑
Houlton Storage Garages, LLC Govt. Lot 4 Y4 '/4 S 2 T 30 N R 20 E (or) W
Property Owner's Mailing Address Lot # Block # Subd. Name or CSM# , j
1410 Hwy. 35/64 11 na CSM Vol. 9, Pg. 2556 ~y 10 S I 7
City State Zip Code Phone Number ❑ City ❑ Village ® Town Nearest Road
Houlton WI 54087 ( ) St. Joseph Hilltop Rd.
® New Construction Use: ❑ Residential/ Number of bedrooms Code derived design flow rate 23 GPD n p~ryl/w d-.C
❑ Replacement ® Public or commercial - Describe: Office buildinq PL4.. gl%o-
Parent material Glacial Outwash -Flood Plan elevation if applicable Na ft.
General comments and recommendations: Site suitable for in-ground dispersal cell. Recommend considering the installaton of ATU to accommodate system
sizing & depth. Recommend infiltrative surface elevation = 90.00' at 112" below existing grade. Surface grade must be reduced to maintain maximum system
bury depth.
1 Boring # ❑ Boring
® Pit Ground surface elev. 99.16 ft. Depth to limiting factor 163 in.
Soil Application Rate
Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots GPD/Ft2
In. Munsell Qu. Az. Cont. Color Gr. Sz. Sh. *Eff#1 *Eff#2
1 0-54 1 Oyr4/4 none sl fill na na ai 2fmc 0.0 0.0
2 54-64 1 Oyr3/3 none sil 2fsbk mfr gw 1 fm 0.6 0.8
3 64-86 1 Oyr514 none sil 1 csbk mfr cw I fm 0.4 0.6
4 86-105 1Oyr4/4 f2f 7.5yr5/8 sil 1thinpl mfr aw 0.4 0.6
5 105-163 1Oyr4/4 none locs Osg ml di 0.5 1.0
6 163-186 1Oyr4/4 none LSBR- na na 0.0 0.0
boulder
1 Oyr4/4
Icos 1►
1►
72,,, ❑ Boring qV
Boring # ® Pit Ground surface elev. 99.31 ft I Depth to limiting factor 159 in.
Soil Application Rate
Horizon Depth Dominant Color Redox Description Texture Structure T Consistence Boundary Roots GPD/Ftz
In. Munsell Qu. Az. Cont. Color Gr. Sz. Sh. *Eff#1 *Eff#2
1 0-63 1 Oyr4/4 none sl fill na na ai 2fmc 0.0 0.0
2 63-72 1 Oyr3/3 none sil 2fsbk mvfr cw 1 fmc 0.6 0.8
3 72-88 1Oyr4/4 none sil 2msbk mvfr cw 1fm 0.6 0.8
4 88-100 1 Oyr5/4 none sil 1 csbk mvfr cw 0.4 0.6
5 100-159 1Oyr4/4 none Icos Osg ml di 0.5 1.0
6 159-181 1Oyr4/4 none LSBR na na 0.0 i:0.0
11'
§ - .
Effluent #1 = BOD, > 30 220 m !L and TSS > 3p 150 m /L nt #2 = BOD, > 30:5 220 m /L and TSS > 30 150 m /L
CST Name (Please Print) Signature CST Number 1 1 1
James K Thompson S.----- 30021
Address ate Evaluation Conducted Telephone Number
340 Paulson Lake Lane, Osceola, WI 54020-5413 _ April 29, 2016 (715) 248-7767
SBD-8330 (R04/15)
❑ Boring
Boring # ® Pit Ground surface elev. 99.45 ft. Depth to limiting factor 161 in.
Soil Application Rate
Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots GPD/Ftz
i In. Munsell Qu. Az. Cont. Color Gr. Sz. Sh. *Eff#1 *Eff#2
f 1 0-60 10yr4/3 none slfill na na ai 2f,1me 0.0 0.0
j 2 60-71 10yr3/3 none sil 2fsbk mvfr cw 1 vf,f 0.6 0.8
1 3 71-84 10yr4/4 none sil 1msbk mvfr cw 0.4 0.6
4 84-97 7.5yr4/4 none sl 1csbk mfr aw 0.4 0.7
5 97-161 10yr4/4 none Icos Osg ml di 0.5 1.0
6 161-185 10yr4/4 none LSBR na na na 0.0 0.0
4❑ Boring # ❑ Boring
® Pit Ground surface elev. 99.75 ft. Depth to limiting factor 162 in.
Soil Application Rate
Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots GPD/Ft2
In. Munsell Qu. Az. Cont. Color Gr. Sz. Sh.
*Eff#1 *Eff#2
1 0-37 10yr4/4 none sl fill na na aw 2fmc 0.0 0.0
2 37-56 10yr3/3 none Ifs Osg ml cw 2fmc 0.5 1.0
3 56-108 10yr4/4 none fsl 1 msbk mvfr aw 1 fm 0.4 0.6
4 108-162 10yr4/4 none Icos&gr Osg ml di 0.5 1.0
5 162-188 10yr4/4 none ISBR na na na 0.0 0.0
Boring # ❑ Boring
U ❑ Pit Ground surface elev. ft. Depth to limiting factor in.
Soil Application Rate
Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots GPD/Ftz
In. Munsell Qu. Az. Cont. Color Gr. Sz. Sh.
*Eff#1 *Eff#2
Effluent #1 = BOD, > 30s 220 mg/L and TSS > 30:5 150 mg/L Effluent #2 = BOD, > 30:5 220 mg/L and TSS > 30:5 150 mg/L
[:3] Boring # Boring
® Pit Ground surface elev. 99.45 ft. Depth to limiting factor 161 in.
Soil Application Rate
Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots GPD/Ft2
In. Munsell Qu. Az. Cont. Color Gr. Sz. Sh. *Eff#1 *Eff#2
1 0-60 10yr4/3 none sl fill na na ai 2f,lmc 0.0 0.0
2 60-71 10yr3/3 none sil 2fsbk mvfr cw 1 vf,f 0.6 0.8
3 71-84 10yr4/4 none sil 1msbk mvfr cw - 0.4 0.6
4 84-97 7.5yr4/4 none sl 1 csbk mfr aw 0.4 0.7
5 97-161 10yr4/4 none Icos Osg ml di - 0.5 1.0
6 161-185 10yr4/4 none LSBR na na na 0.0 0.0
❑ Boring ~
H] Boring #
® Pit Ground surface elev. 99.75 ft. \ Depth to limiting factor 162 in.
Soil Application Rate
Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots GPD/Ft2
In. Munsell Qu. Az. Cont. Color Gr. Sz. Sh. *Eff#1 *Eff#2
1 0-37 10yr4/4 none sl fill na na aw 2fmc 0.0 0.0
2 37-56 10yr3/3 none Ifs Osg ml cw 2fmc 0.5 1.0
3 56-108 10yr4/4 none fsl 1msbk mvfr aw 1fm 0.4 0.6
4 108-162 10yr4/4 none Icos&gr Osg ml di 0.5 1.0
5 162-188 10yr4/4 none ISBR na na na 0.0 0.0
F-1 Boring # ❑ Boring
❑ Pit Ground surface elev. ft. Depth to limiting factor in.
Soil Application Rate
Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots GPD/Ft2
In. Munsell Qu. Az. Cont. Color Gr. Sz. Sh. *Eff#1 *Eff#2
I
* Effluent #1 = BOD, > 30:s 220 mg/L and TSS > 30 150 mg/L * Effluent #2 = BOD, > 30 5 220 mg/L and TSS > 30!5 150 mg/L
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