HomeMy WebLinkAbout026-1168-45-000 (2)
RECEIVED
Wisconsin Department of Co NO V 10 2003 SO EVALUATION REPORT page 1 of 3
Division of Safety and Building
in accordance with Colmn 85, Wis. Adm. Code
ST. CROIX COUNTY County St. Croix
Attach complete site plan paper r MiW4:16Lx 11 ' in size. Plan must
include, but not limited to (BM), direction and Parcel I.D.
percent slope, scale or dimensions, north arrow, and location and distance to nearest road. l/ Z(O i/ S `DC/V
Please print all information. Revie by Date
Personal information you provide may be used for secondary purposes (Privacy Law, s_ 1504 (1) (m)). Wv ' Property Owner Property Location
Richard/Robert/Loren Derrick NW 22 30
Govt. Lot 1/4 NE 1/4 S T N R 18 E (or) W
Property Owner's Mailing Address Lot # Block # Subd. Name or CSM#
1310 Hwy 65 45 Pond View Meadows Ili
City State Zip Code Phone Number 00ity rjViIlage Town Nearest Road
New Richmond WI 54017 ( 7~5-246-5425 CTH G
El New Construction UseE] Residential / Number of bedrooms 3 to 4 Code derived design flow rate 450 to 600 GPD
Replacement Public or commercial - Describe:
Parent material Loess over outwash sand and till Flood Plain elevation if applicable ft.
General comments These are massive soils with the need for extremely careful installation techniques of the system being used by the
system, where the effluent can
and recommendations: installing contractor. My recommendation 4;i~~~~enseso
be dosed over the entire distribution ed. Thu site is suitable for a below grade
conventional system..........9 sl Om, 7.5yr4/4
1 Boring # 11 Boring ~Li
❑ a pit Ground surface elev. 101.20 ft. Depth to limiting factor >81 in.
Sal Application Rate
Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots GPDW
in. Munsell Qu. Sz. Cont. Color Gr. Sz. Sh. *Etf#1 *E1F#2
1 0-11 10yr3/3 - sil 2mgr dsh cw 2f .5 .8
2 11-21 1 4/4 - sil 2msbk dsh cw if .5 .8
3 21-47 7.5yr4/4 - is Om ds cw - .5 .7
4 47-81 5yr4/4 sl Om dsh .5
2] Boring # 0 Boring 102.45 >82
Pit Ground surface elev. ft. Depth to limiting factor in.
F
Soil Application Rate
Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots GPDIfF
in. Munsell Qu. Sz. Cont. Color Gr. Sz. Sh. *EfF#1 *Eff#2
1 0-10 10yr3/3 sil 2mgr dsh cw 2f .5 .8
2 10-17 1 4/4 sil 2msbk dsh cw if .5 .8
3 17-43 7.5yr4/4 sl Om dsh cw .5
4 43-82 5yr4/4 sl Om dsh - -5
' Effluent #1 = BOD > 30:< 220 mg1L and TSS >30:S 150 mgfL * Effluent #2-= BOP _ 30 mglL and TSS < 30 mg&
CST Name (Please Print) Signature CST Number
Thomas C Nelson - 227387
Address Date Evaluation Conducted Telephone Number
1432 120th Street, New Richmond, WI 10/31/03 715-246-2454
property Owner Derrick Parcel ID # page 2 of 3
Boring # E] U Boring pit Ground surface elev. 103.30 ft. Depth to limiting factor >80 in. Soil Application Rate
Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots GPDAF
in. Munsell Qu. Sz. Cont. Color Gr. Sz. Sh. *Eff#1 *Eff#2
1 0-11 10yr3/3 - sil 2mgr dsh cw 2f .5 .8
2 11--21 I 4/4 - sit 2msbk dsh ew If .5 .8
3 21-34 7.5yr4/4 - )a* Om ds cw _ .3 .5
4 34-80 5yr4/4 - sl Om dsh - - .3 .5
LEI Borg # P Boring
Pit Ground surface elev. ft. Depth to limiting factor in.
Sal ApLAication Rate
Horizon Depth Dominant Colo Redox Description Texture Structure Consistence Boundary Roots GPD/FF
in. Munsefl Qu. Sz. Cont. Color Gr. Sz. Sh. *Eff#1 *Etf#2
I
Boring # Swing
Ground surface elev. ft. Depth to limiting factor in.
Pit t Soil Application Rate
Horizon Depth Dominant Coto Redox Description Texture Structure Consistence Boundary Roots WONt?
in. Munsell Qu. Sz. Cont. Color Gr. Sz. Sh. *Eff#1 *Eff#2
* Effluent #1 = BOD5 - > 30:5 220 mg/- and TSS >30:E 150 mg/L • Effluent #2 = BOD5 < 30 mglL and TSS < 30 mg/-
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SBD4330Test (R.071W)
y
POND VIEW MEADOWS 11
LOTS 46 & 45 CTHG
(04e
N ott 108'
LOT 45
B3 BM1 TOP OF IRON PIPE 100
99' BM3 TOP OF CONDUIT 101.1
1os' B1 101.20'
420'
B3 103.30'
104'
L B3
O 86,
2.10 3% T
ACRE SLOPE 2.10
184' L ACRE
165' 1
LOT 46 N
E
BM1 TOP OF IRON PI E 100.00'
BM2 TOP OF CONDUI 101.90' 117'
B1 101..80'
B2105.80' 102' ,
83107.20' 141' 3LI!
131 BM2 ■ B1 -+v
-TO
ABM3 B2
41'
37' 35' 27'
100'
LOT CORNER 175 ~fi
SCALE 10=401
THOMAS NELSON
227387
V I *T_ '14
POND VIEW MEADOWS III - Soil Report Review Summary 1/29/03
Most of Tom's reports contain warnings about massive soil conditions and many have
notations about banding in lowest horizon. See attached e-mail from Leroy regarding
concerns about in-ground systems in banded soils.
Lots 44 & 45, adjacent to Pondview II, have soil reports that conflict with Adam
Schumaker's. Where Tom was finding massive sandy loams, Adam reported sandy loam
with 2msbk structure or found medium sands to >I 00". We will need to evaluate soils on
Pondview H (possibly during installations) to determine which reports are more accurate
out there.
On soil survey page 36, it appears more likely to find Sattre (SliB) loams with sandier
subsoils in Pondview II, where Pondview III is sitting over more Jewett (JeB) silt loam
whose series description includes massive sandy loams (37 - 60") with bands of loamy
sand and loam till. This might account for the difference in the subdivisions' soil reports.