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Wisconsin Department of Commerce SOIL EVALUATION REPORT Page of/
Division of Safety and Buildings _
in accordance with C C my
Attach complete site plan on paper not less than 8 1/2 x 11 inc es in 5izij an must
include, but not limited to: vertical and horizontal reference poi (BM), direction and P rcel I.D.
percent slope, scale or dimensions, north arrow, and n a d distaSc.~,tp n44~+paTstLLIV4
UU ~IVV 1 'awed Date
Please print all inf r►~t' ` ~t/
Personal information you provide may be used for secondary u e JlDriva4uav~i 48', (00)1 0
Property Owner
rZ Govt. Lot 1/4 A Sr~ T 30 N R E (o OW
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Property Owner's Mailing Address CC Lot # Block # Name or CSM#
9 J
City State Zip Code Phone Number ❑ City ❑ village wn Nei Rgaj
s .5 Jf ( o I: G -C..
New Construction Use: Residential / Number of bedrooms Code derived design flow rate 00 GPD
❑ Replacement ~ Public or commercial) - DD scribe:
Flood Plain elevation if applicable /r✓6~j ft
Parent material % e f n 4,e .
General comments f / r (o
and recommendations: (P/ U
Y-YN 5e
F/ I Boring # ring ~,~f,
il Application Rate
-9 Pit Ground surface elev. ft. Depth to limiting factor M4.1.
Ail Horizon Depth Dominant Color Redox Description Texture Structure Consistence GPD/fg
in. Munsell Qu. Sz. Cont. Color Gr. Sz. Sh. Eff#1 `Eff#2
~ 0-!Z rs~jZ ~ It k
a ,
Bodrrg # . 0 ng r in.
a !Pit'-- Ground surface elev. 9 4 ft. Depth to limiting factor Soil lication Rate
Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots GPD/ft
in. Munsell Qu. Sz. Cont. Color Gr. Sz. Sh. 'Eff#1 'Eff#2
/ p-l L 33 2- c o
rte/ c t~ -02LL -0 ns= s r
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Effluent #1 = BOD > 3o < 220 mg1L and TSS !>30 < 150 ' Effluent #2 = BOD < 30 mg/L and TSS < 30 mg IL
Si r CST Number
CST Name (Please Print) 226900
Bird Plumbing, Inc. Shaun Bird Telephone Number
Address Date Evaluation Conducted
7152464516
1008 192nd Ave, New Richmond, WI 54017
Parcel ID # Page of
Property Owner _
F,31 Boring # Boring
Ground surface elev. ft. ~ Depth to limiting factor ~ in. Soil Application Rate
Pit
GPDNP
Roots
Horizon Depth Texture Structure Consistence Boundary
Dominant Color Redox Description •Eff#1 'Etf#2
in. Munsell Qu. Sz. Cont. Color Gr. Sz. Sh.
I r S • 40 ,
-iZ 3
-31
W30 v LA 3
c ~I
1
F-1 Boring # ❑ Boring
❑ pit Ground surface elev. ft. Depth to limiting factor in. Soll lication Rate
Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots GPD/N
in. Munsell Qu. Sz. Cont. Color Gr. Sz. Sh. 'Eff#1 'Eff#2
7
Boring # ❑ Boring
Ground surface elev. ft. Depth to limiting factor in.
❑ Pit Soil Application Rate
Horizon Depth Dominant Color Redox Description. Texture Structure Consistence. Boundary Roots GPDM
in. Munsell Qu. Sz. Cont. Color Gr. Sz. Sh. •Efl#1 'EfM2
Effluent #1 = BODO > 30 < 220 mg/L and TSS >30:E 150 mg/L • Effluent #2 = BODS < 30 mg& and TSS 30 mg1L
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SBD-8330 (8.6(00)
+ r
a
Soil Test Plot Pla
.Project Name Environmental Holding L.L.P. Sh
Address 706 19th St. S. x 11
Hudson Wi 54016 TM #226900
Lot 7 Subdivision Lundy's Preserve Dat 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 100.6' *HRpSameasBenchmark
Alternate Benchmark Top of Survey Iron @ 96.0'
B-3 100'
269' Property Line
60' 50'
99'
30' B-2
3% Slope
150' B-1
B.M.
Alt. B.M.
Please note:Soil test
was done to satisfy
county zoning
requirement. Soil
test may not be
328' Property Line suitable for owners
desired building
location.
Scale is 1" = 40'
unless otherwise
noted
tRECEIVED
~ A
JUN 01 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 i
5/28/04