HomeMy WebLinkAbout261-1211-10-000 (2)
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scatsirt Department of safe an services
Division of Industry S11 SOIL EVAL #3147
VRC2CNCV2P23w -Page 1 of 3
C~ 7 L I U in accordance with SPS 385, Wis. Keith Stoner CST
Attach com lete si Cow~L~
p c(;~{IlVrtt less-than 8/~ x 11 inches in size. Plan must St. Croix
include, b.Iut n~Ytir~4it@glrfRaP&~P~ontal reference point (BM), direction and
percent M 1 r dons, north arrow, and location and distance to nearest road. PLarcel
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Personal information you provide may be used for secondary purposes (Privacy Law, s. 15.04 (1) (m)).
Property Owner Property Location Iu
EPS-Engineered Propulsion Systems Govt. Lot X VII/4, /4, 5, T31N, R18W
Property Owner's Mailing Address Lot # Block # Subd. Na or CSM#
150 West First Street n-
City State Zip Code Phone Number City n Village ❑ Town Nearest Road
New Richmond WI 54017 715-803-4280 New Richmond West Hangar Rd
] New Construction Use: E-1 Residential / Number of bedrooms Code derived design flow rate 1350 GPD
y Replacement Public or commercial - Describe: 50 employees/10 floor drains
Parent material Sandy Outwash Flood plain elevation, if applicable NA ft.
General comments Propose 4 - 3 x 100' dispersal cells using a .7 SAR and EZ-Flow Media with a system elevation= 91.70'. Perimeter of system
and recommendations: staked onsite.
1(0
--I Borin
g
i V/
IT] Boring # L
Pit Ground surface elev. 96.27 ft. Depth to limiting factor >112 in. Soil Application Rate
Horizon Depth Dominant Color Redox Description Texture Structure Consisten Boundary Roots GPD/ft2
in. Munsell Qu. Sz. Cont. Color Gr. Sz. Sh. *Eff#1 REff#2
1 0-9 10YR2/2 - sil 2msbk mvfr cs 3f 0.6 0.8
2 9-20 10YR4/4 - s Osg ml gs 2f 0.7 1.6
3 20-44 10YR4/4 - sr s Osg ml gs if 0.7 1.6
4 44-112 10YR4/4 - sr s/cos Osg ml - - 0.7 1.6
#3 - with 2 - 4" bands of 10YR4/4 scl 2msbk
Boring
FY Boring # E Pit Ground surface elev. 98.12 ft. Depth to limiting factor >118 in.
Soil Application Rate
Horizon Depth Dominant Color Redox Description Texture Structure Consisten Boundary Roots GPD/ftz
in. Munsell Qu. Sz. Cont. Color Gr. Sz. Sh. *Eff#1 *Eff#2
1 0-9 10YR2/2+4/4 - sil 2mpl mvfr cs 3f-m 0.0 0.2
2 9-26 10YR4/4 - scl 2msbk mfr cs 2f 0.4 0.6
3 26-33 10YR4/4 - s Osg ml gs if 0.7 1.6
4 33-118 10YR4/4+5/4 - sr s/cos Osg ml - - 0.7 1.6
#1 - soil compacted o p or hangar,
onstruction #3 - with 3" bands of 7.5YR3/4 Is
` Effluent #1 = BODS> 30 < 220 mg/L and TSS >30 < 150 mgA- u t #2 = BOD5 <_30 mg/L and TSS <_30 mg/L
CST Name (Please Print) Signature: CST Number
Keith Stoner 224059
Address Keith Stoner CST Date Evaluation Conducted Telephone Number
23220 Wood Creek Rd Siren, WI 54872 9/28/2016 715-566-0900
SBD-8330 (R07/13)
Property Owner EPS-Engineered Propulsion Parcel ID # 261-1211-10-000 Page 2 of 3
Boring
F3]Boring # Pit Ground surface elev. 97.42 ft. Depth to limiting factor
>112 in. Soil Application Rate
Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots GPD/ftz
in. Munsell Qu. Sz. Cont. Color Gr. Sz. Sh. *Eff#1 *Eff#2
1 0-7 10YR2/2 - sil 2msbk mvfr Cs 3f-m 0.6 0.8
2 7-15 10YR4/4 - s Osg MI Cs 3f-m 0.7 1.6
3 15-18 10YR3/3 - sl imsbk mvfr Cs 2f-m 0.4 0.7
4 18-27 10YR4/4 - sr s Osg ml gs if-m 0.7 1.6
5 27-35 10YR4/4 - SCI 2msbk mfr gs - 0.4 0.6
6 35-112 10YR4/4 7- 5 Osg ml - - 0.7 1.6
--I I
F-I [ Boring
Boring # L 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. Sz. Cont. Color Gr. Sz. Sh. *Eff#l *Eff#2 F-I Boring # Boring
[I 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. Sz. Cont. Color Gr. Sz. Sh. *Eff#1 *Eff#2
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* Effluent #1 = BOD? 30 < 220 mg/L and TSS >30 <150 mg/- * Effluent #2 = ODS < 30 mg/L and TSS <30 mg/L
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