HomeMy WebLinkAbout020-1491-15-000 (5) • • RECEIVED CsT-ao►l- �b
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Wisconsin Department of Commerce SOIL EVALUATION REPORT Q /��. ,�� 1 of�
• Division of Safety and Buildings ^ C Zo 7 In accordance with Comm 85,Wis.Adm.Code p7 v Cyst Me H1N g r1
• ' • Attach completes' JCr [ J lean S'/,x II inches in size. Plan must County St. Croix I
Include but not I fcrence point(BM4tirr•ticks id it 11 Pared I.D
Percent slops, s ,n arrow,and B" ��� is_ 000
Please print all inforn F4PR2XV071 GY4 Revi ed by Date //
Personal information you provide may be used for secondary pu //S /11
Property Owner Property Location
Rolling Ridges LLC. Govt.Lot 514/ v, M.v. . 13 T 29 N R 19 W
Property Owner's Mailing Address Lot# 'Block# Subd.Name or CSM# oao_ Iyq I- 15-coo
965 Alexander Rd. I S Cre.we. 14.:1‘ /3. 9- ►q. .3 i`i
City State Zip Code Phone O City ❑Village la Town Nearest Road
Hudson WI 54016 651-248-0390 Hudson Alexander Rd.
RI New Construction Use: ®Residential/Number of Bedrooms - Code derived design flow rate _ GPD
0 Replacement O Public or Commercial—Describe:
Parent Material Loess over Outwash Flood Plain elevation if applicable -_ N/A ft.
General comments and recommendations: Zdyct-X
I Boring# OBoring® Pit Ground Surface Elevation 99.2 ft. Depth to Limiting factor >110 in.
Soil Application Rate
Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots GPQ/R2
in. Munsell _Qu.Sz._Cont.Color Gr.Sz.Sh. *ERN •EM12
1 0-10 10YR2/2 - SL 2-f-bk mfr gs 3 f-co 0.6 1.0
2 10-19 • 7.5YR4/4 - ' SL 2-m-bk mfr gs 2f 0.6 1.0
3 19-33 7.5YR4/4 - S 0-sg ml gs 1f 0.7 1.6
4 33-110+ 10YR4/4 - S 0-sg ml - - 0.7 1.6
/ 1
12 l Boning P# Ora Boring
Ground Surface Elevation 102.8 ft. Depth to Limiting factor >110 in.
Soil Application Rate
Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots GPDlI't2
in. Munsell Qu.Sz.Cont.Color Gr.Sz.Sh. 'Eflit 'WW2
1 0-9 10YR2/2 - SL 2-f-gr mfr gs 3 f-co 0.6 1.0
2 9-26 10YR3/4 - SL 2-m-bk mfr gs 2f 0.6 1.0
3 26-36 10YR4/3 - LS 0-sg ml gs 1f 0.7 1.6
4 36-110+ 10YR4/4 S 0-sg ml - - 0.7 1.6
•Effluent#1=BOD,>30<_220 mg&L and TSS>30<150 mgil. •Effluent#2=BODs<30 mg/L and TSS<30 mgWL
CST Name(Please Print) Si ure CST Number
Mark Iverson 46672
Address Date Evaluation Conducted Telephone Number
P.O. Box 155 Hammond, WI 54015 August 31,2017 715-796-5664
•
for 1 6
Property Owner Rolling Ridges LLC. Parcel ID# Page_2 of )y
3 Boring# 0 Boring
®Pit Ground Surface Elevation 104.7 ft. Depth to Limiting factor >110 in.
- - T - mil Application Rate
Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots GP m2
in. Munsell Qu.Sz.Cont.Color ^ Gr.Sz.Sh. . —__ __ R#t *Effe2
1 0-10 10YR2/2 - sI 2-m-gr mfr gs 3 f-co 0.6 1.0
2 10-26 10YR3/4 - sI 2-m-bk mfr gs 2 f-r► 0.6 1.0
3 26-110+ 10YR4/4 - s 0-sg ml - - 0.7 1.6
❑ Boring
4 Boring# OPit Ground Surface Elevation ft. Depth to Limiting factor in.
—.-- - -- --- ,_,$1_Ae lication Rate_
Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots GPD/It'
in. Munsell Qu.Sz.Cont..C�r Gr.Sz.Sh. *EMI "E2
O
Boring
5 Boring#
®Pit Ground Surface Elevation ft. Depth to Limiting factor in.
Soil Application Rats
Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots GPD/II° ,
in. Munsehl Qu.Sz.Cont.Color Gr.Sz.Sh. "Et#t *OW
, ,- -ram —r
•Effluent el=BODs>30<_220 mg/L and TSS>30<_150 mg/L •Effluent#2-BODs<30 mg/L and TSS 5.30 mg/L
The Department of Commerce is an equal opportunity service provider and employer. If you need assistance to access services or
Need material in an alternate format,please contact the department at 608-266-3151 or TTY 608-264-8777.
Page 3 of 4 0 ft. 24 ft. 40 ft 80 ft.
•
Lot# 6 I`) ` N
Epp BM#1 -Top of 3/4"PVC Pipe
103.9'
, B2
102.8.
B-3
104.7/,
7B-1 ,
99.2
BIM -Top of "PVC Pipe rL •102.9'
100 O �p
• = Ground Surface Elevation
BM#&Description = Bench Mark B-1 ,
Elevation 1�j, = Boring Location & Elevation
Owner: Rolling Ridges LLC. Site Information: Completed By: Mark Iverson
965 Alexander Rd. 1/4, 1/4, S13, T29N, R19W 617 Cty. Rd. J
Hudson, WI 54016 Town of Hudson Roberts, WI 54015
St. Croix County 715-684-9125
Phone: 651-248-0390 CST#46672
SEPTIC LOCATION yet y
FOR: CRANE HILL OF HUDSON
. , 6
NORTH
35 L15BMI 150
', % 982.06 DENOTES SOIL
I l BORING LOCATED
55
L17Bi_J ON 9-13-17
980.23
56 L1553- \
982.54 it
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58 L1552--
1 0 966.36
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957.24 ly_r i
CORNERSTONE
LAND SURVEYING, INC
Wisconsin Department of Commerce SOIL EVALUATION REPORT Page 1 of __`--i.
Division of Safety and Buildings In accordance with Comm 85,Wis.Adm.Code
County St. Croix
Attach complete site plan on paper not less than 8' x I I inches in size. Plan must
Include but not limited to:vertical and horizontal reference point(BM),direction and Parcel I.D.
Percent slope,scale or dimensions,north arrow,and BM referenced to nearest road.
Please print all information Reviewed by Date
Personal information you provide may be used for secondary purposes(Privacy Law.s. 15.04(I)(m))
Property Owner Property Location
Rolling Ridges LLC. Govt.Lot v. v. S 13 T 29 N R 19 w
Property Owner's Mailing Address Lot I Block II Subd Name or CSMM
965 Alexander Rd. 151A
City State Zip Code Phone 0 City 0 Village ®Town Nearest Road
Hudson WI 54016 651-248-0390 Hudson Alexander Rd.
55 New Construction Use: El Residential/Number of Bedrooms Code derived design flow rate GPD
0 Replacement ❑ Public or Commercial-Describe:
Parent Material Loess over Outwash Flood Plain elevation if applicable N/A ft.
General comments and recommendations:
❑Boring
I Boring# a Pit Ground Surface Elevation 99.2 ft. Depth to Limiting factor >110 in.
Soil Application Rats
Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots GPP/fe
in. MunseN Qu.Sz.Cont.Color Gr.Sz.Sh. _ -- •EW#1 'E1fti2
1 0-10 10YR2/2 - SL 2-f-bk mfr gs 3 f-co 0.6 1.0
2 10-19 7.5YR4/4 - SL 2-m-bk mfr gs 2f 0.6 1.0
3 19-33 7.5YR4/4 - S 0-sg ml gs 1f 0.7 1.6
4 33-110+ 10YR4/4 - S 0-sg ml - - 0.7 1.6
2 Boring# 65Pit�g Ground Surface Elevation 102.8 ft. Depth to Limiting factor >110 in.
Soil Application Rate
Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots GP3/R'
in. MunseN Qu.Sz.Cont.Color Gr.Sz.Sh. 'TM •E1fir2
1 0-9 10YR2/2 - SL 2-f-gr mfr gs 3 f-co 0.6 1.0
2 9-26 10YR314 - SL 2-rn-bk mfr gs 2f 0.6 1.0
3 26-36 10YR4/3 - LS 0-sg ml gs 1f 0.7 1.6
4 36-110+ 10YR4/4 -
S 0-sg ml - - 0.7 1.6
•Effluent at=BOD,>30 s 220 mgfL and TSS>30<_150 ntg/L •Effluent a2=BOD,<_30 mg/L and TSS 530 mg/L
CST Name(Please Print) Si re CST Number
Mark Iverson T } L 46672
Address Date Eval • onducted Telephone Number
P.O. Box 155 Hammond, WI 54015 August 31, 2017 715-796-5664
LoTV42lS
Property Owner Rolling Ridges LLC. Parcel ID#_ Page_a_of 141
0
I Boring# Boring
I
®Pit Ground Surface Elevation 104.7 R. Depth to Limiting factor >110 in.
Soil Application Rate
Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots GPPMftz
in. s Munsell Qu.Sz.Cont.Color Gr.Sz Sh. 'Ent El 2
1 0-10 10YR2/2 - sl 2-m-gr mfr gs 3 f-co 0.6 1.0
2 10-26 10YR314 - sl , 2-m-bk mfr gs 2 f-m 0.6 1.0
3 26-110+ 10YR4/4 - s 0-sg ml - - 0.7 1.6
Boring
4 Boring#
Pit Ground Surface Elevation ft. Depth to Limiting factor in.
SOiI Anolication Rate
Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots GP'+)/R2
in. Munsell Qu.Sz.Cont.Color Gr.Sr,Sh. Eff 1 Eff#2
0 Boring
5 Boring#
®Pit Ground Surface Elevation ft. Depth to Limiting factor in.
Soil Application Rate
Horizon I Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots GPD/te
in. Munsell Qu.Sz.Cont.Color Gr.Sz.Sh. 'Edit El 2
H
-- i-- -
•Effluent NI=B0135).305220 mg/L and TSS>305.150 mg/L •Effluent t2=BODs'30 mg/L and TSS 5.30 mg/L
The Department of Commerce is an equal opportunity service provider and employer. If you need assistance to access services or
Need material in an alternate format,please contact the department at 608-266-3151 or TIN 608-264-8777.
• .
Page 3 of 4 0 ft. 24 ft. 40 ft. 80 ft
%141% N
Lot# X /s
pS BM#1 -Top of 3/4-PVC Pipe
N. 103.9'
(B2
102.8
ii
B-3
\104.7
�\
BM _T�1of 00 0 PVC Pipe �OrL •102.9
• = Ground Surface Elevation
BCE Dauonption� \ = Bench Mark = Boring Location & Elevation
J , %
Owner: Rolling Ridges LLC. Site Information: Completed By: Mark Iverson
965 Alexander Rd. 1/4, 1/4, S13, T29N, R19W 617 Cty. Rd. J
Hudson, WI 54016 Town of Hudson Roberts, WI 54015
St. Croix County 715-684-9125
Phone: 651-248-0390 CST#46672
• . SEPTIC LOCATION yet, `J
FOR: CRANE HILL OF HUDSON
9y,,
•
\ NORTH
3B LI58111 156
`, 1 982.06 DENOTES SOIL
1 2 BORING LOCATED
SB LI5BI ON 9-1 3-1 7
I
980.23
SB L1583--'.
982.54 0
0
I d
I v
1 58 L1552—
I o
986.36
t 6
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I
31 i
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Area : 5.46 q62.4q
u I 58 L1682- -
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1 961.95 /
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950 963.55 vv.
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CORNERSTONE
LAND SURVEYING, INC