HomeMy WebLinkAbout030-1004-90-000 (2)
2329
Wisconsin Department of Commerce SOIL EVALUATION REPORT Page 1 of 4
Division of Safety and Buildings in accordance with Comm 85, Wis. Adfri!~ A.C.E. Soil & Site Evaluations
Attach complete site plan on paper not less than 8% x 11 inches in size. Man must St. Croix
include, but not limited to: vertical and horizontal nt (BM), direction and Lft
percent slope, scale or dim ems' n and distance to nearest road. 2 0 Parcel I.D. --13 ? a1 -90-0
Alea aST CRp Reviewed By Date
Personal iMormation you prov WAW"%W&Z;'Prpos' (Privacy Law, s. 15.04 (1) (m)). ~ cou ~J~~,, {
Property Owner Property Location
Richard & Philippine Beer Govt. Lot SE 1/4 NW 1/4 S 2 T 29 NR 19 W
Property Owner's Mailing Address Lot # Block # Subd. Name or CSM#
1150 Co Rd. A nor nor Na Y>ltl
City State Zip Code Phone Number J City _J Village a Town Nearest Road th -
Hudson I WI 54016 St.Joseph Co. Rd. A
ew onstruci)Qn Use: Residential /Number of bedrooms 3 Code derived design flow rate 450 GPD
Replacement J Public or commercial - Describe:
Parent material Glacial Outweigh Flood plain elevation, if applicable na
Genera comments
and recommendations: Site suitable for conventional POWTS dispersal cell with 0.5 gpd/sci t./day loading rate. Proposed
infiltrative surface elevation to be = 94.59.
Boring # J Boring
0 Pit Ground Surface elev. 99.08 ft. Depth to limiting factor >97' in. Soil Application Rate
Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots G
in. Munsd Qu. Sz. Cont. Color Gr. Sz. Sh. *Eff#1 "E
1 0-6 1Oyr3/3 none sit 2fgr mvfr cs 2fmc 0.6 0.8
2 6-14 1Oyr4/4 none gr sl 2f&msbk mvfr cis 2fm1c 0.6 1.0
3 14-19 7.5yr4/6 none Is Osg ml cw 1vf,f 0.7 1.6
4 19-97 10yr5/4 none s Osg ml - - 0.7 1.6
Boring # J Boring
V1 Pit Ground Surface elev. 98.71 ft. Depth to limiting factor '93n in. Sal Application Rate
Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots PD
in. Munsell Qu. Sz. Cont. Color Gr. Sz. Sh. "Eff#1 "Eff#2
1 0-8 1Oyr3/2 none sil 2fgr mvfr cis 2fmc 0.6 0.8
2 8-23 10yr4/4 none gr sl 2f&msbk mvfr cs 2fmlc 0.6 1.0
3 23-36 1Oyr4/6 none Is Ogg ml cw 1vf,f 0.7 1.6
4 36-93 10yr5/4 none s Osg ml - - 0.7 1.6
"
Effluent #1 = BOD> 0 < / <
s 3 20 mg/L SS y30 < 50 mg/L Effluent #2 _ BOD < _30 m9IL and TSS _30 mg!L
2 ind T 1
CST Name (Please Print) Signat re: CST Number
James K. Thompson A~ngd 2~ ~-l 5. - 3602
Address A.C.E. Soil & Site Evaluation Date Evaluation Conducted Telephone Number
340 Paulson Lake Lane, Osceola, WI 64020 5/24/2013 715-248-7767
Property Owner Richard & Philippine Beer Parcel ID # 030-100490-000 Page 2 of 4
I $ ] Boring # J Boring
I - 1 ✓ Pit Ground Surface elev. 97.18 ft. Depth to limiting factor >88" in,
Sod Application Rate
Horizon Depth Dominant Color Radox Description Texture Structure Consistence Boundary Roots GPD&
in. Munsell Qu. Sz. Cont. Color Gr. Sz. Sh. *Eff#1 *Eff#2
1 0-8 1Oyr3/2 none sil 2fgr mvfr cs 2fmc 0.6 0.8
2 8-33 1 Qyr4/4 none gr sl 2f&msbk mvfr cs 2fm1 c 0.6 1.0
3 33-39 7.5yr4/6 none Is Osg ml cw 1vf,f 0.7 1.6
4 39-63 1Oyr5/4 none s Osg ml aw - 0.7 1.6
5 63-88 1Oyr4/4 none ifs Osg ml - - 0.5 1.0
4 ] Boring # J Boring
F
116 Pit Ground Surface elev. 98.83 ft. Depth to limiting factor >95" in. Sail Application Rate
Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots G Me
in. Munsed Qu. Sz. Cont. Color Gr. Sz. Sh. *Eff#1 *Eff#2
1 0-8 10yr3/3 none SO 2fgr mvfr cs 2fmc 0.6 0.8
2 8-14 1Oyr4/4 none gr sl 2f&msbk mvfr cs 2fmlc 0.6 1.0
3 14-17 7.5yr4/6 none Is Osg ml cw 1vf,f 0.7 1.6
4 17-95 10yr5/4 none s On ml - - 0.7 1.6
F-sl Boring # I Boring
~J/ Pit Ground Surface elev. 97.12 ft. Depth to limiting factor >83" in, Application Rate
Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots
in. Munsell Qu. Sz. Cont. Color Gr. Sz. Sh, *Ef1#1 *Etf#2
1 0-8 10yr3/3 none SO 2fgr mvfr cs 2fmc 0.6 0.8
2 8-37 1Oyr4/4 none grsl 2f&msbk mvfr Cs 2fm1c 0.6 1.0
3 37-51 7.5yr4/6 none gr Is Osg ml ci lvf,f 0.7 1.6
4 51-62 1Oyr5/4 none s Osg ml cw - 0.7 1.6
5 62-83 1 Oyr4/4 none gr Ifs Osg ml - - 0.5 1.0
Horizons #2 & 3 contain approx. 50% gravel, cobbles & stones by volume.
* Effluent #1 = BOD 5> 30 < 220 mg/L and TSS >30 < 150 mg/L ` Effluent #2 = BODS <_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.
SBD-8330 (IL07/00) A.C.E. SON & Site EvekOUM
Property owner Richard & Philippine Beer Parcel ID # 030-1004-90-000 Page 3 of 4
6 ] Boring # J Boring
Pit Ground Surface elev. 97.19 ft. Depth to limiting factor >85" in. Soil Application Rate
F
Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots GPD/W
In. Munsell Qu. Sz. Cont. Color Gr. Sz. Sh. *Efr#1 *Eff#2
1 0-12 1Oyr3/3 none sil 2fgr mvfr cs 2fmc 016 0.8
2 12-48 1Oyr4/4 none gr sl 2f&msbk mvfr Cs 2fm1c 0.6 1.0
3 48-61 7.5yr4/6 none gr si 2msbl ml ci 1vf,f 0.6 1.0
4 61-71 1Oyr5/4 none s Osg ml cw - 0.7 1.6
5 71-85 1Oyr4/4 none gr Ifs Osg ml - - 0.5 1.0
Horizons #2 & 3 contain approx. 50% gravel, cobbles & stones by volume.
Boring # Boring
_f Pit Ground Surface elev, ft. Depth to limiting factor in. Sol Application Rate
Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Rood
in. Munsell Qu. Sz. Cont. Color Gr. Sz. Sh. *Eff#1 *Efr#2
F-1 Boring # - J I Boring
~ Pit Ground Surface elev. ft. Depth to limiting factor in. Soli Application Rate
Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots
in. Munsell Qu. Sz. Cont Color Gr. Sz. Sh. *Efr#1 *Eff#2
* Effluent #1 = BODS> 30 < 220 mg/L and TSS >30 < 150 mg/L * Effluent #2 = BODS <_3Q 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 alternate format, please contact the department at 608-266.3151 or TTY 608-264-8777.
SBD-8330 (LO7/00) A.C.E. SON & Me Evaluations
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