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Wisconsin Department of Commerce SOIL EVALUATION REPORT Page of
Division of Safety and Buildings
in accordance with Comm 85, Wis. Adm. Code
County
Attach complete site plan on paper not less than 8 1/2 x 11 inches in size. Plan must
include, but not limited to: vertical and horizontal refe Parcel I.D. 7 /
percent slope, scale or dimensions, north arrow, I cats IS Brest ro d. D Z L r0
Please print all i t Revi ed ybt/ Date
. p ) w' 1610
Personal information you provide maybe used for sew a purpos4104a ~w~• t10(1)( 3
Property Owner Property Lo tion
Lot 1l4 14 S T N R E (o W
~r
Property Owner's ailing Address # . Name or CSW
( S
City State Zip Code Phone Number ❑ City ❑ y1a Win Nearest R90~
S D1 c o v / :G1
New Construction Use. Residential / Number of bedrooms Code derived design flow rate J~< Go GPD
❑ Replacement Public or commercial - D scribe:
Parent material f G? _ Flood Plain elevation if aPrplicable /V w - ft
General and recommendations:
~ ,LP ~ ! ~/U ~ ' G~~
A'I
Boring # ring A L4
Pit Ground surface elev. t ft. Depth to limiting factor Soil lication Rate
Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots GPDM
in. Munsell Qu. Sz. Cont. Color Gr. Sz. Sh. 'Eff#1 'Eff#2
0,-13 o r31>; yy~ e-I r-Al" X
13-38 J.
h m e ~ MA. # ❑ Boring
9 Pit Ground surface elevq- ft. Depth to limiting factor ~ in. Soil lication Rate
Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots .E GPD Eff#2
in. Munsell Qu. Sz. Cont. Color Gr. Sz. Sh.
0-17- /10 J~ W1"- PYWV,
z
AYA-
17 44 - ?
Effluent #1 = BOO > 30 < 22o mglL and TSS >30:S 150 mgA- ' Effluent #2 = BOD < 30 mg& and TSS < 30 mg/L
CST Number
CST Name (Please Prim) Signature 226900
Bird Plumbing, Inc. Shaun Bird Telephone Number
Address Date Evaluation Conducted
715-246-4516
1008 192nd Ave, New Richmond, WI 54017
Property Owner Parcel ID # Page of
5_1 Boring # Boring
Pit Ground surface elev. 1 ft. Depth to limiting factor in.
Soil Application Rate
Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots GPD/fF
in. Munsell Qu. Sz. Cont. Color Gr. Sz. Sh. 'Eff#1 •Eff#2
5 6
±10 'I OLLY L 1) ~2 Zk I/ FS
Boring # ❑ Boring
F-1 ❑ pit Ground surface elev. ft. Depth to limiting factor in. Sal Application Rate
Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots GPD/ff
in. Munsell Qu. Sz. Cont. Color Gr. Sz. Sh. 'Eff#1 'Eff#2
a Boring # ❑ Boring ❑ Pit Ground surface elev. ft. Depth to limiting factor in.
Soil Application Rate.
Horizon Depth Dominant Color Redox Description. Texture Structure Consistence Boundary Roots GPDM
in. Munsell Qu. Sz. Cont. Color Gr. Sz. Sh. 'Eff#1 'Eff#2
-
Effluent #1 = BODE > 30 < 720 mg1L and TSS >30 1150 mgA_ ' Effluent #2 = BODS 130 w91 and TSS 130 nx,11L
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SBD8330 (RAM)
Soil Test Plot Plan
` Project Name Environmental Holding L.L.P. Shau
Address 706 19th St. S.
Hudson Wi 54016 M #226900
Lot 28 Subdivision Lundy's Preserve Date 5/24/04
N 1/2 NE 1/4S 27 T 30 N/R 18 W Township Richmond
❑ Boring Q Well PL Property Line County ST. CROIX
BM or VRP Assume Elevation 100 ft. Top of Steel Fence Post
System Elevation 94.3 *HRpSame as Benchmark
Alternate Benchmark Top of Survey Iron @ 96.0'
147' Property Line
95'
B-1 88'
Property
ine
93' 75'
6% Slope
Please note:Soil test 50'
was done to satisfy B-3 B-2
county zoning
requirement. Soil
test may not be
suitable for owners
desired building
location. 90'
Scale is 1" = 40'
unless otherwise
noted
Alt. B.M.
284' Property Line B. M.
RECEIVED
f
JUN 0 1 2004
Lundy's Preserve Comments: ST. CROIX COUNTY
ZONING OFFICE
The soils in this subdivision are quite variable and differ across the 80 acres. Some consist
of a clean outwash sand, other consist of glacial tills. In certain areas, the medium sands
have a very deep red color unlike I have seen in all of St. Croix county. The color does not
indicate high ground water because the color is so consistent. If you go through the red
sands then the sands turn off white/yellow but not those of a sand stone. In talking with Pam
Quinn from zoning, she commented that there could be a different chemical reaction with a
sands. I believe this is the case for the sands have a consistent size, and no mottles were
found above or below the sands. Sometimes bands were present, but were very slight,
and were mentioned to have the systems sized a little bigger in order to accommodate for
any inconsistencies in the soil. Also it is worth mentioning that the intersections of lots 6,7,8,
and 9 have a extremely poor soil present not suitable for a mound system. The surveyor
and I discussed this condition, and the resulting tests were spaced as far away from this area
as possible. All the soils tests were done to the best of my ability and I hold no liability for
anomalies and other oddities that can be found on this site.
Shaun Bird
CSTM #226900 ; f
5/28/04