HomeMy WebLinkAbout020-1491-18-000 (2) REGCIVCv
• Cs-r- aol7_ ao�
• V ;cousin Department ofComrnrp 2 5 2017 SOIL EVALUATION REPORT S�/ loo J P�e� 1 of 4
•lion of Safety and Buildings In In accordtmce with Comm 85,Wis.Adm.Code j1 ` RI /f
r ST.CROU(COUNTY County
• Attach Ye riscg1�A NTAx I I incites' c I mu St. Croix
Include but not vertical and horizontal reference point1.J ParJjl I. /1 _/yi' 'I MA
Percent slope,scale or dimensions,north arrow,and BM.-''-- 7� V ( �UV�/
R2XV p7 GY4 Rev' ed by Dare
Please print all infori F4P `�/it
-
Personal information you provide may be used for secondary pt
Plow.ty Owner Property Location
Rolling Ridges LLC. L• Govt.Lot V. VIs 13 T 29 N R 19 w
Property Owner's Mailing Address p/•t G' Lot M Block II Subd.Name or CSMM
965 Alexander Rd. V} �g9" (�a� �'i.`
City State Zip Code Phone City ❑Village ®Town Nearest Road
Hudson WI 54016 651-248-0390 Hudson Alexander Rd.
El 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 tt.
General comments and recommendations: Zr.47ut-- ?{
OBoring
2 Boring# ®Pit Ground Surface Elevation 100.6 ft. Depth to Limiting factor >110 in.
Soil Application Rate
Horizon Depth Dominant Color Redox Description l Texture Structure Consistence Boundary Roots GPD/Ita
i in. Munsell - Qu Sz Cont. Color Or.Sz.Sh. *Ent
1 0-4 10YR3/2 - SL 2-m-gr mfr gs 3 f-co 0.6 1.0
2 4-17 10YR4/3 - SL 2-m-bk mfr gs 3 f-co 0.6 1.0
3 17-30 10YR4/3 - SL 2-m-bk mfr cs 1 f-m 0.6 1.0
4 30-110+ 10YR4/4 - S 0-sg ml - - 0.7 1.6
/I Boring# ❑ Boring
®Pit Ground Surface Elevation 101.3 ft. Depth to Limiting factor >110 in.
Soil Application Rats
Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots GP' Mt2
in. Munsell Qu. Sz Cont.Color Gr.Sz.Sh. __ 'E4i1 •Effe2
1 0-5 10YR3/2 LS 0-sg ml gs 3 f-m 0.7 1.6
2 5-15 7.5YR4/4 - LS 0-sg ml gs 1 f-m 0.7 1.6
3 15-29 7.5YR4/4 - S 0-sg ml gs 1f 0.7 1.6
4 29-110+ 10YR4/4 - S 0-sg ml - - 0.7 1.6
•Effluent#I=BODs>30<220 mg/L and TSS>30<150 mg/L •Effluent H2=BODs<-30 mg/L and TSS S 30 mg/L
CST Name(Please Print) acute CST Number
Mark Iverson � � 46672
Address r Date Evaluation Conducted Telephone Number
P.O. Box 155 Hammond, WI 54015 September 4, 2017 715-796-5664
•
•
Property Owner Rolling Ridges LLC. Parcel ID# P e_2_of 4
0 Boring
3 Boring#
®Pit Ground Surface Elevation 94.4 ft. Depth to Limiting factor >110 in.
Soil Application Rate
Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots GP9/112
in. Munsell Qu.Sz.Cont.Color Gr.Sz.Sh. _ '1M1 Ef 2
1 0-4 10YR3/2 - FSL 2-m-gr mfr gs 3 f-co 0.4 0.8
2 4-23 7.5YR4/4 - FSL _2-rn-bk mfr _ gs 2 f-rn 0.4 , 0.8
3 23-37 7.5YR4/4 - FSL 1-m-bk mfr gs 1 f 0.2 0.6
4 37-110+ 10YR4/4 - S 0-sg ml - - 0.7 1.6
❑Boring
4 Boring# ®Pit Ground Surface Elevation ft. Depth to Limiting factor in.
T $oil pfcationRate
Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots GPD/R'
in. Munsell Qu.$z.Cont.Color Gr.Sz.Sh.- - EW#t •E
0 Boring
5 Boring# ®pit Ground Surface Elevation ft. Depth to Limiting factor in.
Sod Aoolication Rate
Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots GPO/ft'
j in. Munsell Qu.Sz.Cont.Color Gr.Sz.Sh. •ER11 -Efla2
--- - ---- - ----- ------ 1-- ---
I
•Effluent HI=BOD,>30<220 mg/L and TSS>30<ISO mg/L •Effluent#2=BOD3<_30 mg/L and TSS<_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 formal,please contact the department at 608-266-3151 or TTY 608-264-8777.
Page 3 of 4 0 ft 24 ft. 40 ft. 80 R.
•
Lot#20-
B-3 BM#2-Top of 3/4"PVC Pipe
94.4i - 101.3'
B2 '.
9A -
90 (-B-1
100-6,'
BM#1 -Top of 3/4-PVC Pipe \-''
100.0' /
NCO
• = Ground Surface Elevation
BM#&DescnptionAL = Bench Mark B-1
Elevation ��, ?= 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
. FOR: CRANE HILL OF HUDSON
,,._._._„,
K NORTH
i i
/ +— _
l7/ 7 S, V C quo
/7;', •
/ S
S�W
Ji / aso 984 i
/ ;'' . - / LOT28 )9 S8 L988.3?20 S8 L`i
C984.6q
/ Area : 5.01 93 L21082 0--g65171
01 .86
T/
me •4 SB L20B1- SB 20BM2
I* g85.39 998.14
Q
A, I 990
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58 L246t11
g83.42 I- — -1
1
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o
o,--)
l000
DENOTES SOIL
2 BORING LOCATED
ON 9-13-17
0 100 200
7117mmis CORNERSTONE
LAND SURVEYING, INC
RECEIVhu
CS-r-aol7_ p07
Wisconsin Department ofComme p 2 55 2017 SOIL EVALUATION REPORT Page 1 of_4 -
. iision of Safety and Buildings In accordance with Comm 85,Wis.Adm.Code 84(5 1004" Av ,ST.CROIX COUNTY County
Attach cam t � x 11 incites in sire. Plan ust St. Croix
Include but not limited to:vertical and horizontal reference point(Blspi and Parcel I.D.02 0—I t4 I- 18_OQ
Percent slope,scale or dimensions,north arrow,and BI ` 1
Please print all inforrr F4PR2XV071 GY4 Vey' ed by Date �/
rgPersonal information you provide may be used for secondary pu //�
Property Owner
Rolling Ridges LLC. Govt.Lot j) v. NE v. s 13 T 9 N R 19 w
Property Owner's Mailing Address Lot N Block N Subd.Name or CSMN pap— 1 491. lg.-uoc
965 Alexander Rd. 18 G(.,../, i+ t t 13-a 1, 19. s iq 7
City State Zip Code Phone 0 City 0 Village El town Nearest Road
Hudson WI 54016 651-248-0390 Hudson Alexander Rd.
®New Construction Use: ®Residential/Number of Bedrooms Code derived design flow rate GPD
0 Replacement 0 Public or Commercial—Describe: -- _- -
Parent Material Loess over Outwash Flood Plain elevation if applicable N/A ft.
General comments and recommendations: Z• -X
Boring# ❑Boring
0 Pit Ground Surface Elevation 98.7 ft. Depth to Limiting factor >100 in.
' Soil Application Rate
Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots GP1/1t2
in. _ Munsell Qu.Sz Cont Color Gr.Sz.Sh. - •Ef1M EW#2
1 0-7 10YR3/2 - SIL 2-f-gr mfr cs 3 f-co 0.6 0.8
2 7-24 10YR4/6 - SIL 2-m-bk mfr gs 2 f-m 0.6 0.8
3 24-34 7.5YR4/4 - SL 2-m-bk mfr gs if 0.6 1.0
4 34-100+ 10YR4/4 - S 0-sg ml - - 0.7 1.6
2 Burin # 0 Boring J
g ®Pit Ground Surface Elevation 100.3 ft. Depth to Limiting factor >105 in. _
Soil ADolication Rate
Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots GPDM'
in. Munsell Qu.Sz.CoM.Color Gr.Sz.Sh. "Etter •E11$2
1 0-7 10YR3/2 - SL 2-fir mfr gs 3 f-co 0.6 1.0
2 7-21 10YR4/3 - SIL 2-m-bk mfr gs 1 f-m 0.6 0.8
3 21-105+ 10YR4/4 - GRS 0-sg ml - 1f 0.7 1.6
•Ettluenl NI=BODS>30<_220 mg/L and TSS>30 5 150 mg/L •Effluent N2=BOD3 5 30 mg/L and TSS<—30 mg/L
CST Name(Please Print) Signature (2CST Number
Mark Iverson 46672
Address Date Evaluation Conducted Telephone Number
P.O. Box 155 Hammond, WI 54015 September 1, 2017 715-796-5664
. Property Owner Rolling Ridges LLC. Parcel ID# Pie 2 off
O Boring
/
3 Bonn #
g ®Pit Ground Surface Elevation 91.9 ft. Depth to Limiting factor >95 in.
r--
Horizon Depth Dominant Color I Redox Description Texture Structure Consistence Boundary Roots GP)At2
in. Munsell_-. 9u.Sz.Cont.Color _ Gr.Sz.Sh. Eff#1 ¶ff412
1 0-7 10YR3/2 - SIL 2-m-gr mfr gs 2 f-co 0.6 0.8
2 7-19 10YR3/4 - SIL 2-m-bk mfr gs 1 f-co 0.6 0.8
3 19-27 7.5YR4/4 - LS 0-sg ml gs 1f 0.7 1.6
4 27-95+ 10YR4/4 - GRS 0-sg ml - 1f 0.7 1.6
O Boring
4 Boring#
®Pit Ground Surface Elevation ft. Depth to Limiting factor in.
Soil APdicationR-a_
Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots GPD/It2
in. Munsell _ •u.Sz.C in.Color Gr.Sz.Sh. 'OM _ Efr#2_—
O Boring
5 Boring#
®Pit Ground Surface Elevation ft. Depth to Limiting factor in.
Soil AoW' Yrn Rom_
Horizon Depth Dominant Color Redox Description Texture Structure Consistence I Boundary Roots GPD/tt2
in. Munsell Qu.Sz.Cont.Color Gr.Sz.Sh,._ - •EII/1 •Eff#2
•Effluent a 1=BOD5>30<220 mg/L and TSS>30<_150 mg/L •Effluent H2=BOD5<_30 mg/L and TSS<_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.
I♦
Lot# 49- I
y
0.
BM#1 -Top of 3/4"PVC Pipe I
99.3'
:B-1
98.7/'
‘,919j
/B-2 cfl
100.3 ip D
BM#1 -Top of 3/4"PVC " •=
100.0' o
• = Ground Surface Elevation
BM#8 Description ALL Bench Mark r B-1Boring Elevation 1 100 a= 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 1Wf
FOR: CRANE HILL OF HUDSON
\�
4
ti
o:
Ty
______--_---- DENOTES SOIL
�_ :I` BORING LOCATED
___- -___.- _ ON 9-13-1 7
mC
z •
3- :Ic(�
5B L
J453.1 -56 LI9E,
9522..57
945.84 - `� 1:, (0
�'� o'��
50 Lo y
952.70 ® U
-SS L198n2 /� .
\O 952.77 : `�
B
CrRQ ^0 996
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l
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990 a 2i
. tiii. 'rt
s
'\‘'''• ' ra;
0 150 300 rr.
4� 0 it-
7.71Lnimm
CORNERSTONE
LANID SURVEYING, INC
. 1
. Wisconsin Department of Commerce SOIL EVALUATION REPORT Page 1 of 4
Division of Safety and Buildings In accordance with Comm 85.W is.Adm.Code
• CountySt. Croix
Attach complete site plan on paper not less than 81/4 r I I inches in size. Plan must Parcel I.D.
Include but not limited to:vertical and horizontal reference point(BM),direction and
Percent slope.scale or dimensions,north arrow,and BM referenced to nearest road. Reviewed by Date
Please print all information
Personal information you provide may be used for secondary purposes(Privacy law,s. 15.04(1)(m))
Property Owner Property Location
Rolling Ridges LLC. Govt.Lot 1/4 v S 13 T 29 N R 19 w
Property Owner's Mailing Address Lot# l Block# l Subd.Name or CSM#
965 Alexander Rd. i 614Il Il
City State Zip Code Phone ❑ City ❑Village El Town Nearest Road
Hudson WI 54016 651-248-0390 Hudson Alexander Rd.
El New Construction Use: 0 Kesidential/Number of Bedrooms Code derived design flow rate
GPD
0 Replacement 0 Public or Commercial-Describe: — — -_
Parent Material Loess over Outwash ___Flood Plain elevation if applicable N/A ft.
General comments and recommendations:
❑Boring I I Boring# El Pit Ground Surface Elevation >100 in.
98.7 ft. Depth to Limiting factor
Soil Aoolication Rate
Horizon Depth Dominant Color Redox Description Texture Structure 1 Consistence Boundary Rods GPD/R2
in. Munsell Qu.Sz.Cont.Color Gr.Szh_-,
'Effitt 'Ef##2
1 0-7 10YR3/2 - SIL 2-f-gr mfr cs 3 f-co 0.6 0.8
_2 7-24 10YR4/6 - SIL 2-m-bk mfr _ gs 2 f-1n 0.6 0.8
3 24-34 7.5YR4/4 — -- SL 2-m-bk mfr gs if 0.6 1.0
4 34-100+ 10YR414 - S 0-sg ml - - 0.7 1.6
❑ Boring pLimiting >105 in.
2 Boring# @pit Ground Surface Elevation 100.3 ft. Depth to factor
Soil Application _
Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots 'Effill 'VW
GPDIft
in, Munsell Qu.Sz.Cont.Color Gr. Sz.Sh. ---
1 0-7 10YR3/2 - SL 2-f-gr mfr gs 3 f-co 0.6 1.0
2 7-21 10YR4/3 - SIL 2_m_bk mfr gs 1 f-m 0.6 0.8
3 21-105+ 10YR4/4 - GRS 0-sg ml - if 0.7 1.6
•Effluent#1-BOD,>30 5.220 mg/L and TSS>30 s 150 mg/L •Effluent#2 s BODs 5 30 mg/L and TSS<-30 mg/L
CST Name(Please Print) Signature CST Number
Mark Iverson 46672
.z,
Number
Address Date Evaluation Conduc(7,---- r—)7ctted
uctt edTelephone
P.O. Box 155 Hammond, WI 54015 September 1, 2017 715-796-5664
I-e.,-r /g
Property Owner Rolling Ridges LLC. Parcel ID# _ Page 2 of 4
3 Boring# 0 Boring
®Pit Ground Surface Elevation 91.9 ft. Depth to Limiting factor >95 in.
1 Soil AooIll ation Rate
Horizon 1 Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots GP)ife
In. Munsell Qu.Sz.Cont.Color Or.Sz.Sh. __ `EMI E1f#2
1 i 0-7 10YR3/2 - SIL 2-m-gr mfr gs 2 f-co 0.6 0.8
2 7-19 10YR3/4 - SIL 2-m-bk mfr gs 1 f-co 0.6 0.8
3 19-27 7.5YR4/4 - LS 0-sg ml gs 1f 0.7 1.6
4 27-95+ 10YR4/4 - GRS 0-sg MI - 1f 0.7 1.6
0 Boring
4 Boring#
Pit Ground Surface Elevation ft. Depth to Limiting factor in.
Soil ADolication Rate
Horizon Depth Dominant Color Redox Description Texture ' Structure Consistence Boundary 1 Roots GP9f82
in. Munsell Qu.Sz.Cont.Color Gr.Sz.Sh. "EMI EIM2
❑ Boring
5 Boring# SPit Ground Surface Elevation ft. Depth to Limiting factor in.
_ Soil Ap t%cation Rate
Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots GPP/I!'
in. Munsell Qu Sz.Cont.Color Gr.Sz.Sh. 6E001 *EMI
•Effluent NI-BODs>30<_220 mg/L and TSS>30 5 150 mg/L •Effluent#2=BODs5 30 mg/L and TSS<_30 my/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.
•
Aft. Page 3 of 4 0 ft 24 ft. 40 ft. 80 ft.
Lot#) I
B M#1=Top of 3/4"PVC Pipe 4 00
99.3'
i g_7
987
l&3
91.9
N
(B 2 a
100.3
BM#1 -Top of 3/4"PVC - cP.
100.0' a '
• = Ground Surface Elevation
anus Description B 1
Elevation = Bench Mark 003= 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 If 4,`I
FOR: CRANE HILL OF HUDSON
4',,'
��
DENOTES SOIL
�! ��� � 2 BORING LOCATED
�__ ON 9-13-17
� J
so
me
„� z •
930 3:.,Ku
CcCFl"!/di✓
S8 L A53.1 vr S L.IB LI9B1
N...... le.-..
"' 58 L19B3 99O
945.84 :�`� �' ! /
O /
o • I /
�T SB .70 \
952.70 p9 h
SB LI98f12 O
\� , 952.77 / O
r ' 97
Gi.
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o
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O
\ �O
9p 9
r•
/ 8 o .,,::< I:,fir,
0 150 300 771:71.. q rp�
7
C 4
CORNERSTONE
LAND SURVEYING, INC
Wisconsin Department of Commerce
SOIL EVALUATION REPORT Page 1 of 4
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 11 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. Reviewed by Date
Please print all information
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 'A 'A s 13 T 29 N R 19 w
Property Owner's Mailing Address Lot it Block 4 Subd.Name or CSM4
965 Alexander Rd. 14 S
City Stale Zip Code Phone 0 City 0 Village 0 Town Nearest Road
Hudson WI 54016 651-248-0390 Hudson Alexander Rd.
0 New Construction Use: 0 Residential/Number of Bedrooms Code derived design flow rate
GPD
0 Replacement 0 Public or Commercial—Describe: —__—
Parent Material _ Loess over Outwash __ _ - Flood Plain elevation if applicable N/A ___ft.
General comments and recommendations:
❑Boring 2 1 Boring# 0 Pit Ground Surface Elevation 100.6 ft. Depth to Limiting factor >110 in.
Boil__Application Rate
Horizon Depth `Dominant Color r Redox Description Texture Structure Consistence Boundary Roots GP)ll12
in. Munsell . Qu.$z.Cont.Color Gr. Sz.Sh. _
"EMI 'E1Ti2
1 0-4 10YR3/2 - SL 2-m-gr mfr gs 3 f-co 0.6 1.0
2 4-17 10YR4/3 - SL 2-m-bk mfr gs 3 f-co 0.6 1.0
3 17-30 10YR4/3 - SL 2-m-bk mfr cs 1 f-m 0.6 1.0
4 30-110+ 10YR4/4 - S 0-sg _ ml - - 0.7 1.6
0 Boring pLimiting >110 in.
1 Boring# ®Pit Ground Surface Elevation 101.3 ft. Depth to factor
I Soil ADolcatlon Rate
Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots GP)/1t'
Gr.Ste. $h _ °Ertel 'Eff#2
in. Munaeil Qu.�Cont.Color — _ .- -— --
1 0-5 10YR3/2 - LS 0-sg ml gs 3 f-rt 0.7 1.6
2 5-15 7.5YR4/4 LS 0-sg ml gs 1 f-m 0.7 1.6
3 15-29 7.5YR4/4 - S 0-sg ml gs 1f 0.7 1.6
4 29-110+ 10YR4/4 - S 1 0-sg ml - - 0.7 1.6
1
•Effluent#1.BODs>30<_220 mg/L and TSS>30<_ 150 mg/L •Effluent 42'DOD, 5 30 m and TSS<_30 mg/L
CST Name(Please Print)
amre CST Number
Mark Iverson •�----..„ 46672
Date Evaluation onducted Telephone Numbcr
Address
P.O. Box 155 Hammond, WI 54015 September 4, 2017 715-796-5664
1-t..,T 19
• Property Owner Rolling Ridges LLC. Parcel ID#
Page_a_of_4—
0 Boring
3 Boring#
®Pit Ground Surface Elevation 94.4 ft. Depth to Limiting factor >110 in.
----__-- Soil Aoolication Rate
Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots GPOM'
in. Munson _Qu.Sz.Cont.Color •E1fM1 *Oft
- Gr.Sz.Sh'------ ---
1 0-4 10YR3/2 - FSL 2-m-gr mfr gs 3 f-co 0.4 0.8
2 4-23 7.5YR4/4 - FSL 2-rn-bk mfr gs 2 f-m 0.4 0.8
3 i 23-37 7.5YR4/4 - FSL 1-m-bk mfr gs 1f 0.2 0.6
4 /37-110+ 10YR4/4 - S 0-sg ml - - 0.7 1.6
0 Boring
4 Boring# ®Pit Ground Surface Elevation ft. Depth to Limiting factor in.
Sal ADOlication Rate-_
Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots GPD/R'
in. Munsell Qu.Sz,Cont.Color Gr.Sz.Sh. •E1fi1 •Eff/2
O Boring
5 Boring#
®Pit Ground Surface Elevation ft. Depth to Limiting factor in. - -
Soil Aoollcation Rift_
Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots GPD/It'
in. Munsell Qu.Sz.Cont_Color Gr.Sz.Sh. •EfiF1 •Efrt#2
•Effluent a 1 =BOD,>30<_220 mg/L and TSS>30<_150 mg/L •Effluent l 2=BODS 5 30 mg/L and TSS<_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 Oft. 24 ft. 40 ft. 80 ft.
• Lot#50 iq
B 33 , BM#2-Top of 3/4-PVC Pipe
' 944 B2\ 101.3'
'101.3 NCO
9b`
9�O .
8- _.
100.6
BM#1 -Top of 3/4'PVC Pi
100.0'
• = Ground Surface Elevation
BM#&Descriptions
Elevation = Bench Mark ��= 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
FOR: CRANE HILL OF HUDSON
I NORTH
' -.... '"
/ — a •
/Z/
/ /' , / 1
/ 0-5B
9
P �984.
/
/' /
/
L20E3
SB L�
/ LOT SB/Q 988.32 �984.6q
Area : 5.01 sB L2bez se L.
/ 1014.86 �965:7i
96• SB L2081 58 _208M2!
• 2fji_ 985.39 998.14
'`70A I I 990
"V
4/ 5B L208M1
983.42 E — -1
L ___ J
--
o
o<-3
a
�v
1000
DENOTES SOIL
BORING LOCATED
ON 9-13-1 7
0 100 200
7 77-.1 CORNERSTONE
LANE> SURVEYING, INC