HomeMy WebLinkAbout018-1053-00-000 (2)
Wisconsin Department of 0 SOIL EVALUATION REPORT 71V Page 1 of 3
Division of Safe t~o4 in accordance with Comm 85, Wis. Adm. Goole A.C.E. Soil 8 Site Evaluations
Attach = .site not lags than 8% x 11 inches in size. Plan must County
include, but not =U and horizontal reference paint (BM), direction and St. Croix
percent siopis, dimemsionsraUr airm, and location and distance to nearest road. Parcel LD. 018-1053-00-000
J~ ,Ro#prlntall information. Eevie Syl Date
Persona iniormtU you provide may t1 used for secondary purposes (Privacy Law, s.15.04 (1) (m)).
V4 , D1
Property Owner Property Location
Instruction Society For Christians Govt Lot NE 1/4 NE 1/4 S 24 T 29 N R 17 W
Property Owner's Mailing Address Lot # Block # Subd. Name or CSM#
896 Hwy 63 na na Na
City State Zip Code Phone Number J City J Village a Town Nearest Road
Baldwin WI 54002 Hammond US Hwy. 63 & 90Th Ave.
J New Canstruction Use: J Residential / Number of bedrooms Code derived design flow rate 672 GPD
Replacement 16 Public or commercial - DescribeTriv ool
rent mate . acial Outwash Flood plain elevation, if applicable na
General comments
and recommendations: Evaluation completed to determine suitability o existing dispersal cell to accomodate proposed addition
to existing school facility. See Memo page for system details.
Boring # J Boring
16 Pit Ground Surface elev. 97.47 ft. Depth to limiting factor in. Sal Application Rate
Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots PD/ft~
in. Munsel Qu. Sz. Cad. Color Gr. Sz. Sh. *EN#1 -Eff#2
1 0-12 1Oyr3/3 none sil 2fgr mvfr cs 2vf,f 0.6 0.8
2 12-30 1Oyr4/4 none scl 2fsbk mfrf gs 2vf,f 0.4 0.6
3 30-49 7.5yr4/6 none ifs Osg ml cw 1 vf,f 0.5 1.0
4 49-69 7.5yr4/6 none Ifs/fs/s Osg ml aw - 0.5 1.0
5 69-86 7.5yr4/6 f2d 7.5yr5/8 fsl/lfs 1 csbk/Osg mfr/ml - - 0.2 0.8
H #3 contains 1Oyr8/2 sil inclusions 6" x 12" in diameter, irregularly shaped, oriented vertically, comprising -10 a o horizon with redox.
concentrations at outer edges due to tension saturation and are not indicative of groundwater saturation.
Boring # J Boring
e Pit Ground Surface elev. 98.40 ft. Depth to limiting factor >88" in. Sol Application Rate
Horizon Depth Darunent Color Redox Description Texture Stricture Consistence Boundary Roots G
in. Munsel Qu. Sz. Cont Color Gr. Sz. Sh. -Eff#1 -Eff#2
1 0-11 1Oyr3/3 none sil 2fgr mvfr cs 2vf,f 0.6 0.8
2 11.29 1Oyr4/4 none scl 2fsbk mfrf gs 2vf,f 0.4 0.6
3 29-46 7.5yr4/6 none WIS Osg ml cw 1 vf,f 0.5 1.0
4 46-55 10yr5/4 none sil 2fsbk mvfr aw - 0.5 1.0
5 55-88 7.5yr4/6 f2d 7.5yr5/8 s Osg ml - - 0.7 1.6
* Effluent #1= SOD? 30 < 220 mg/L and T >30 < 150 gA. * uent #2 = BOO <_30 mg/L and TSS s 3O mg/L
CST Name (Please Print) Si tune: CST Number
James K. Thompson 3602
Address A.C.E. Soil & Site Evaluations Rate Evaluation Conducted Telephone Number
340 Paulson Lake Lane, Osceola, WI 54020 6/25/2013 715-248-7767
PROPERTY OWNER: Instruction Society For Christians SOIL AND SITE EVALUATION 2335 Page 2- of 3
PARCEL I.D.# 018-1053-00-000 A.C.E. Soil & Site Evaluations
REPORT MEMO
Soil evaluation completed to determine suitability of soils and existing dispersal cell to accept anticipated waste
water flow increase generated by proposed addition to existing structure. School does not serve meals, no kitchen
or shower facilities present per Sue Hanson, School Board. President.
Existing dispersal cell area, 41' x 100': 4,100.00 sq.ft.
Existing dispersal cell infiltrative surface elevation: 95.50'
Infiltrative capacity of soil at or within 36" of infiltrative surface elevation: 0.40 gpd sq.ft.
Total anticipated wastewater flow after addition completed and occupied: 672.00 gpd
51 students + 5 staff per Sue Hanson
(56 occupants/25 occupants per classroom)(300 gpd per classroom)
Minimum required dispersal area required: 1,680.00 sq.ft.
Maximum dail flow capacity: 1,640.00 gpd (136 students and
staff)
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