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Wiis~DApt, of Spfely,~ Professional Services SM-EVA-tUATION REPORT
Divi ' f ~a moldings Page 1 of 4
;,ROIX COUNTY in accordance with SPS 385, Wis. Adm. Code
County
~~t~ ~t!M aper not less than 8 1/2 x 11 inches in size. Plan must
St. Croix
,OMB e~, D no united to: vertical and horizontal reference point (BM), direction and
percent slope, scale or dimensions, north arrow, and location and distance to nearest road. Parse! I.D. 002107990000
Please print all information. Reviewed by Date
Personal information you provide maybe used for secondary purposes (Privacy Law, s. 15.04 (1) (m)).
Property Owner
Property Location
Donald Detmar Govt. Lot NW 1/4 NW1/4 S 32T 29N R 1
Property Owner's Mailing Address 6E (or
Lot # Block # Subd. me or CSM#
575 Sterling St. South
City State Zip Code Phone Number
Maplewood Mn 55119 ( 65)1-999-9143 ~Ity Village own Nearest Road
220th St.
E] New Construction Useo Residential / Number of bedrooms 3/4
Code derived design flow rate 452/600 GPD
Replacement ® Public or commercial - Describe:
Parent material Glaicail Till
Flood Plain elevation if applicable ZONE
General comments ft.
and recommendations: Mound System
Contour @ 99.5
a Boring # 11 Boring
El Pit Ground surface elev. 99.5 ft. Depth to limiting factor 16 in.
Depth Dominant Color Redox Description Texture Structure onsistence oundary Roots Soil GPDcation Rate
in. Munsell Qu. Sz. Cont. Color
/ft 2
Gr. Sz. Sh. ff#1 ff#2
1 0-6 10YR3/2 sil
I mgr mfr cw 3 0.4c 0.6
2 6-16 10YR3/5 sil
3 lmpl mfr cw 2 0.4c 0.6
16-40 7.5YR4/4 2md5YR5/6 Sicl 2mp1 mfr cw 1 0,0 0.02
IE ID Boring # ® Boring
Pit Ground surface elev. 99.5 17
ft. Depth to limiting factor in,
Horizon Depth Dominant Color Redox Description Texture Structure onsistence nda Roots Sotl (cation Rate
in. Munsell Qu. Sz. Cont. Color ry GPD/ft
Gr. Sz. Sh. fr#1 02
1 0-8 10YR3/2 sil
I mgr mfr cw 3 0.4c 0.6
2 8-17 10YR3/5
sil lmpl mfr cw 2 0.4c 0.6
3 17-40 7.5YR4/4 2md5YR5/6
Sicl 2mpl mfr cw 1 0.0 0.2
* Effluent #1 = BOD > 30 < 220 mg/L and TSS >30 < 150 mg/L * EfBuen = BOD < 30 m
CST Name (Please Print) _ g~- and TNu < er mg/L
Signatu CST Number
Thomas W. Gedatus
Address 962178
Stang Plumbing & Electric P.O. Box 263 Woodville, Wisc. 54028 Date Evaluation Conducted Telephone Number
10/22/2014 715-684-5166
SBD-8330 (R11 /1 t )
Property Owner Donald Detmar Parcel ID # 002107990000 2 4
3 Boring Page of
Boring # 98.5
El Pit Ground surface elev. ft. Depth to limiting factor 13 in.
Horizon Depth Dominant Color Redox Description Texture Structure onsistence oundary Roots So)I GPD/fton Rate
in.
Munsell Qu. Sz. Cont. Color Gr. Sz. Sh.
* ff#1 * ff#2
1 0-5 l OYR3/2
2 5-5 sil lmgr mfr cW 3 0.4c 0.6
10YR3/5 A lm 1 mfr cW 2
3 13-40 7.5YR4/4 0.4c 0.6
2md5YR5/6 Sic] 2mpl mfr cW 1 0.0 0.2
a Boring # 11 Boring
El Pit Ground surface elev. ft. Depth to limiting factor in.
Horizon Depth Dominant Color Redox Description Texture Structure onsistence ounda Roots Soll 6cation Rate
in. Munsell Qu. Sz. Cont. Color ry GPD/ft Z
Gr. Sz. Sh. * ff#1 02
❑ Boring # Boring
Pit Ground surface elev. ft. Depth to limiting factor in.
Horizon Depth Dominant Color Redox Description Texture Structure onsistence ounda Roots S211 6cation Rate
in. Munsell Qu. Sz. Cont. Color ry GPD/ft
Gr. Sz. Sh. * ff#1 02
* Effluent #1 = BOD 5 > 30 220 mgA- and TSS >30 < 150 m
- 92 Effluent #2 = BOD 5 < 30 mg/L and TSS < 30 mg/L
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