HomeMy WebLinkAbout034-1076-30-075 Wisconsin Department of Commerce f IL TI N REPORT Page 1 of 3
Division of Safety and Buildings " ' F% G ] j
s in acco m 8 Wis. Ad M.
I. K )X(5,;t)U , County ST.CROIX
Attach complete site plan on paper not less than 1/2 x'($i n m
include,but not limited to:vertical and horizontal Parcel I.D. 2
percent slope,scale or dimensions,north arrow,and location and distance to nearest road.
Please print all in ormatfon. R;r R;" by Date.,d
Personal information you provide may be used for secondary purposes(Privacy Law,s.15.04(1)(m)). I Z Go O S
Property Owner Property Location •
ROBERT LEAF(Buyer: Bruce French) Govt.Lot —SE 114 SE 114 s 33 T 29 N R 15 E()W
Property Owner's Mailing Address Lot# Block# Subd.Name or CSM# 'l
Number 2928 C.T.H.DD 3 - 15-0 p r
City State Zip Cade Phone [:]Village [ATown Nearest Road
Glenwood City, I W1 1 54013 1 ( 715) 265-4964 60th Avenue
Q New Construction UseE] Residential/Number of bedrooms 3 Code derived design flow rate 450 GPD
Replacement Public or commercial-Describe:
Parent material glacial till Flood Plain elevation if applicable AA- ft.
General comments Mound System-0.2�DETERMINATION rate- 2.50&sand fill
and recommendations: SEE INTERPRETIV REPORT
To be designed by designer or installer
Boring# ❑ Boring
a Pit Ground surface elev. 103.62 ft. Depth to IorMttg factor 9 in.
Soft 'on Rabe
Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots GPD/1P
in. Munsell Qu.Sz. Cont.Color Gr.Sz.Sh. *Eff#1 *01#2
1 0-4 l0YR3/2 - sil 2fgr mvfr cs 3vf-m 0.6 0.8
2 4-9 10YR3/2 - sil 2fsbk mfr as 2vf-m 0.6 0.8
3 9-10 10YR3/2 flf l0YR3/4 sil 2fsbk mfr as 2vf rn 0.6 0.8
4 10-14 10YR5/3 m3p7.5YR5/6 sil )mabk mfr - lvf-f 0.4c 0.6
Few cobbles.
2 Boring# 806M 102.57 10
Pit Ground surface elev. ft. Depth to limiting factor in. Soft Application Rate
Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots GPDW
in. Munsell Qu.Sz. Cont.Color Gr.Sz.Sh. *Eff#1 *Eff#2
1 0-5 10YR3/2 - sil 2fgr mvfr cs 3vf-m 0.6 0.8
2 5-10 10YR3/2 - sil 2fsbk mfr as 2vf-m 0.6 0.8
3 10-11 10YR3/2 flf IoYR3/4 sil 2fsbk mfr as 2vf-m 0.6 0.8
4 11-14 10YR5/3 m3p 7.5YR5/6 sicl lmabk mfi -- lvf-f 0.2 0.3
Some gr;few cobbles.
•Effluent#1=BM,>30:5 220 mg/L and TSS>30<150 mg& 'Effluent#2=BOD <30 mg/-and TSS<30 mg/L
CST Name(Please Print) Signature CST Number
Mary Jo Hollister 224832
Address Date Evaluation Conducted Telephone Number
W9875 690th Avenue,River Falls,WI 54022 06-25-05 (715)426-1775
Imo- -
Property Owner LEAF,Robert(Lot 3) Parcel ID# (Pending) Page 2 3
of
E3 Boring 102-02# E] Pit Ground surface elev. 102.02 ft. Depth to limiting factor 7 in. Soa Application Rate
Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots GPDltf
in. Munsell Qu.Sz. Cont.Color Gr.Sz.Sh. *Efr#1 *Eff#2
1 0-4 10YR3/2 — sil 3fb'r mvfr cs 3vf-m 0.6 0.8
2 4-7 10YR3/2 — sil 3fabk mfr as 2vf-m 0.6 0.8
3 7-9 10YR3/2 fl f l OYR3/4 sit 2fa&sbk mfr as 2vf-m 0.6 0.8
4 9-13 10YR5/3 m3p IOYR4/6&6/1 sil Ifabk mfr — Ivf-f 0.4c 0.6
4 � nng Boring# n Bo Pit Ground surface elev. 98.51 ft. Depth to limiting factor 8 in.
Soti—Application Rate
Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots GPD/fP
in. Munsell Qu.Sz. Cont.Color Gr.Sz.Sh. *Efr#1 *Eff#2
1 0-4 10YR3/2 — sit 2fgr mvfr cs 3vf-m 0.6 0.8
2 4-8 sil 2fsbk mfr as 2vf-m 0.6 0.8
3 8-10 10YR3/2 flf 10YR3/4 sit 2fa&sbk mfr as 2vf-m 0.6 0.8
4 10-15 1OYR5/3 m3p IOYR4/6&6/1 sil Ifabk mfr — lvf-f 0.4c 0.6
F] Boring# a Boring
L�11 Pit Ground surface elev. ft. Depth to limiting factor in.
Sal Application Rafe
Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots GPD/ff?
in. Munsell Qu.Sz. Cont.Color Gr.Sz.Sh. "Efl1#1 *01102
*Effluent#1=BOD3>30<220 mg&and TSS>30:5 150 mg& *Effluent#2=BODS<30 mgt.and TSS<30 mg&
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 60 8-266-3151 or TTY 608-264-8777.
S9N9330T*(R 07M)
MFAMANA
F fZu3�-2i ��
a
LOT��f'i POnM 3.33 AC-WS
` - EJEX
f4 1
pgl
oo J
Q a
sw.3S F -
00
X � -
FORM NO.985-A
"CjQ6ler
-I--....... 803 to
e . IVED, stock No. 26273 VOL 20 PAGE 5044
KATIKEE I H. MACS----
- REGISTER OF DEEDS
1� AERTIFIED TTT SURVEY MAP NO. REC X005 R04EOSPH
VOLUME 20 5044
ME , PAGE CERTIFIED SURVEY MAP
REC FEE: 13.00
W+MIXCOCrn Y THE SOUTH HALF OF THE SOUTHEAST QUARTMESFEE2 3. e0
r0RS•REC0F0) OF THE SOUTHEAST QUARTER.
SECTION 33, TOWNSHIP 29 NORTH, RANGE 15 WEST, East 114
TOWN OF SPRINGFIELD, ST.CROIX COUNTY.WISCONSIN
Section 33-29-15
PREPARED BY: y
Joel A. Brandt
JB SURVEYING LLC T..
966 Rustic Road 3
Glenwood City, WI UNPLATTED LANDS oil
aD
NI N
SW/SE SE/SE N8934'45"E 1323.12' ml l N
661.80' p
220.66' 220.33' 220.33' 625.02' I
N
36.78'I I N
I in
s LOT 4 g Z LOT 2 g A- LOT 1 —100
Ib _ u $ � 435,020 sq.ft. I� N
I I� z LOT 3 �, 9.99 acres $� I a+ m N I
,,,n m cn incl. r-o-w AI w Io
nn'-bV
u a io rn V, \� rn Ce 369,788 sq. ft. m� I
a 1 N 8.95 acres
not incl.r-o-w wl
co I
bull ing setback line I
33.00' 33.00' 33.00' 33. ' I _ — — _c e_nterlin�—I' 624.92• �
� I
L —
� 1324.47' 220.66' 220.33' 220.33' O� 60th Ave_ -P,O.S.
1�S89'28'50"W- ?20.66— — 220.33_ — 22 .33 — — — a?— 663_15' -
--. -
"' SE SE......corner $89'28'50"W 1324.47' I I
South 114 �•• . "' centerline
Section 33-29-15 S89-28'50'W _—.... ...... 2648.94' Southeast corner
Found Aluminum Mon. Section 33-29-15
UNPLAlIED LANDS
I'd Survey Mark Nail
PREPARED FOR:
(Buyer of Lot 1)
LOT 4
LOT 3 LOT 2 Calvary Assembly of God
310 LaPointe Rd S
145,230 sq.ft. 144,933 sq.ft. 144,850 sq.ft. Wilson, WI 54027
3.33 acres 3.33 acres 3.32 acres PREPARED FOR:
incl. r-o-w incl. r-o-w Incl. r-o-w OWNER:
(Buyer of Lots 2-4)
137,949 sq. ft- 137,662 sq. ft. 137,579 sq. ft. Robert Leaf Bruce French
3.17 acres 3.16 acres 3.16 acres RR1 Glenwood City,Wl 3026 60th Ave
not incl. r-o-w not incl. r-o-w not incl. r-o-w 54013 Wilson, WI 54027
Note: There will be no access to State Highway "128".
Note: Each parcel on this map is subject to State and County laws, rules and regulations
(i.e. wetlands, minimum lot size, access to parcel, etc.). Before purchasing or developing
e� V any parcel, contact the St. Croix County Zoning Office for advice.
LEGEND
.........Government Corner (as noted) A•
o..........Set 3/4" x 18'" Iron rebar weighing
1.502 tbs./lineal ft- acafte
Q�MbQDCr►1.�
... soil tests VW
.5P
North is referenced to the
SCALE: 1" = 250' \'SU
South line of the Southeast (QS
Quarter of Section 33-29-15, � '
which is bears S89°28'50"W 0' 250' 500•
(St Croix County Grid System) Page 1 Of 2
Vol 20 Page 5044
tA
Parcel #: 034-1076-30-075 04/01/2008 04:15 PM
PAGE 1 OF 1
Alt. Parcel#: 33.29.15.513B-30 034-TOWN OF SPRINGFIELD
Current X ST. CROIX COUNTY,WISCONSIN
Creation Date Historical Date Map# Sales Area Application# Permit# Permit Type
08/15/2005 00 0
Tax Address: Owner(s): O=Current Owner, C=Current Co-Owner
CALVARY ASSEMBLY OF GOD CHURCH O-CALVARY ASSEMBLY OF GOD CHURCH
PO BOX 56
WILSON WI 54027
Districts: SC= School SP= Special Property Address(es): '=Primary
Type Dist# Description '2980 60TH AVE
SC 0231 BALDWIN-WOODVILLE AREA
SP 1700 WITC
Legal Description: Acres: 3.330 Plat: 5044-CSM 20-5044 034-05
SEC 33 T29N R15W S1/2 OF SE SE CSM Block/Condo Bldg: LOT 03
20-5044 LOT 3(3.33 AC)
Tract(s): (Sec-Twn-Rng 401/4 1601/4)
33-29N-15W
Notes: Parcel History:
Date Doc# Vol/Page Type
02/08/2008 868583 WD
12/07/2007 865269 WD
10/26/2005 810394 2916/125 WD
10/26/2005 810393 2916/124 WD
more
2008 SUMMARY Bill#: Fair Market Value: Assessed with:
0
Valuations: Last Changed: 06/15/2007
Description Class Acres Land Improve Total State Reason
UNDEVELOPED G5 3.330 5,150 0 5,150 NO
Totals for 2008:
General Property 3.330 5,150 0 5,150
Woodland 0.000 0 0
Totals for 2007:
General Property 3.330 5,150 0 5,150
Woodland 0.000 0 0
Lottery Credit: Claim Count: 0 Certification Date: Batch#:
Specials:
User Special Code Category Amount
Special Assessments Special Charges Delinquent Charges
Total 0.00 0.00 0.00
f �---� Safety and Buildings
PF.r IVFD 10 SUNSHINE CIRCLE
commerce.Wl.gov CHIPPEWA FALLS WI 54729
TDD#:(608)264-8777
isconsin
www.commerce.wi.gov/sb/
De artment of Commerce www.wisconsin.gov
P , _..i uAGOUNrY
ZO?NIN y OFFICE Jim Doyle,Governor
Mary P.Burke,Secretary
I
August 03,2005
CUST ID No. 224832 ATTN:POWTS Inspector
MARY JO HOLLISTER ZONING OFFICE
HOLLISTERS SOIL TESTING ST CROIX COUNTY SPIA
W9875 690TH AVE 1101 CARMICHAEL RD
RIVER FALLS WI 54022-4011 HUDSON WI 54016
CONDITIONAL APPROVAL
PLAN APPROVAL EXPIRES: 08/03/2007 Identification Numbers
��/��� Transaction ID No. 1154255
SITE: 'f!- Site ID No.701810
Assembly of God Church f- 3 10+-T Please refer to both identification numbers,
Town of Springfield, St Croix County above,in all correspondence with the agency.
SE 1/4,SE 1/4, S33,T29N,R15W
FOR: _ s
Object Type: Soil Saturation Determination Regulated Object ID No.: 1029637
The submittal described above has been reviewed for conformance with applicable Wisconsin Administrative Codes
and Wisconsin Statutes. The submittal has been CONDITIONALLY APPROVED. The owner,as defined in
chapter 101.01(10),Wisconsin Statutes,is responsible for compliance with all code requirements.
The following conditions shall be met during construction or installation and prior to occupancy or use:
1. Approval is hereby granted pursuant to s. Comm 85.60(2),Wis.Adm.Code,to estimate the depth to seasonal soil
saturation based on an interpretive determination process. Approval of the interpretive determination negates the
requirement in s. Comm 85.30(2)(b),Wis.Adm. Code to designate the ground surface as the higest level of soil
saturation when redoximorphic features are less than 4 inches below the bottom of the A horizon.
2. The estimated highest level of prolonged soil saturation approved under this determination is 6 inches below
grade. At least 30 inches of sand lift on top of 6 inches of unsaturated, in-situ soil is required for adequate treatment
and dispersal.
3. The basal soil application rate for the mound shall be<_0.20 gpd/sf,and the linear loading rate<_4.5 gpd/ft.
4. Chisel plowing to a depth of 12-16 inches immediately prior to sand placement is required to improve vertical
water movement into the soil solum.
5. Landscaping up slope of the mound shall be incorporated into the POWTS design to prevent surface water from
concentrating along the up slope edge of the mound and to divert surface water drainage away from the system.
6. This approval shall remain valid unless the site is altered in such a way that the depth to soil saturation would
change or if saturated conditions are observed for seven consecutive days at depths less than 3 feet below the
infiltrative surface of the POWTS distribution component.
7. This approval in no way relinquishes the use of color patterns to estimate the depth to high groundwater on any
other parcels or portions of parcels.
8. A copy of this approval letter and attachments must accompany the mound system design for this site for purposes
of plan approval and sanitary permit issuance.
L
MARY JO HOLLISTER Page 2 8/3/2005 `
This approval applies only to those specific areas as referenced and recorded by the CST. Reports dated 7/18/05 for
Lot 1,and 6/25/05 for Lots 2-4 show the locations of suitable areas for mound installation. In addition,the
enumerated conditions apply to all four proposed lots(14).
If the Interpretive Determination Report was accompanied with a plan and an expiration date is shown on this letter,
the expiration date only applies to the plans for the design,not to the decision on the Interpretive Determination
Report.
A copy of the approved plans, specifications and this letter shall be on-site during construction and open to
inspection by authorized representatives of the Department,which may include local inspectors. If plan index sheets
were submitted in I ieu of additional full plansets,a copy of this approval letter and index sheet shall be attached to
plans that correspond with the copy on file with the Department.All permits required by the state or the local
municipality shall be obtained prior to commencement of construction/installation/operation.
In granting this approval the Division of Safety&Buildings reserves the right to require changes or additions should
conditions arise making them necessary for code compliance.As per state stats 101.12(2),nothing in this review
shall relieve the designer of the responsibility for designing a safe building,structure,or component.
Inquiries concerning this correspondence may be made to me at the telephone number listed below,or at the address
on this letterhead.
Sinc rely, Fee Required$ 100.00
Fee Received$ 100.00
Balance Due $ 0.00
Leroy tJsky,PS . Wastew t r Specialist
Integrated Services Bureau WiSMART code: 7633
(715)726-2544 Voice
Ijansky@commerce.state.wi.us
I
i
Jul 26 05 10: 52a owner 7154264827 P. 3
c
Mary,Jo Hollister
W.9875,6.966 Avenue
River Falls,W1 54022
(7 i 5)426 1775;fax_426- 4827
Interpretative Determination Report P O.W.Ts.
6July 2005
Conditionally
APPROVED
Property Owner: Robert Leaf DEPARTMENT OF COMMERCE
DIVIS ON OF SAFETY AND BUILDINGS
buyers: Calvary Assembly of God and brute French
Location: 5r-14 of the SE W, Section 35,T29N, R 15W,
Town of SEE C RESP EN
T 5p rin icld,5t Croix County,Wisconsin
INTRODUCTION:
On 25 June 2005 a site and soil evaluation was completed forfour new private onsite
wastewatertreatment system (POWT5)by this soil tester on a twenty acre parcel that is
for sale. During this evaluation it was determined that there is not a clear four inch horizon
below the A horizon without redoximorphic features. In fact,it appears that the
recloximorphic features arc in the A horizon in most soil pits that were observed. The buyers
were informed at this time that the State of Wisconsin,Dept.of Commerce will have to
approve the site for depth to seasonal saturation.
GEOLOGICAL 1-115TORY:
This area in Wisconsin is an area of the Glaciated Region,which occurred 12,000 to
1 5,000 years ago. This caused erosion,deposition,stream erosion and other processes.
Wisconsin is divided into five natural regions,which are related to land 69 the use of plants,
animals and by man. Also the boundaries arc determined by soil texture and
structure in the underlying rocks. 5t.Croix County is located in the Western (Apland;
which is underlain 6,9 Ordovician dolomites. (Martin, L.(I 965)• Tho Physical Geologg of
Wisconsin. (,Iniversity of Wisconsin Press, Madison,Wisconsin.) This part of jt.Croix
Jul 26 05 10:52a owner 7154264827 p. 4
Wage 2-LEAF,Robert
County was formed 6,9 ground moraine deposits from the Wisconsin stage of glaciation.
The Parent material at this site is loess overglacial till and the topography is gently rolling.
LOCAL AND SITE HYDROLOGY:
This land area is located within the Lower Chippewa River hjasin which includes Eau Galle
River,Wilson Creek,Cady Creek and several small creeks. (St.Croix County
Development Management Plan;Physical Features Analysis pg.2-1 1.) This site is near
the headwaters of the Wilson Creek that flows northwesterly and near the headwaters of
the Cady Creek that flows southerly. (See attached copy of 5t.Croix County Soil
5urvcr,,page 72.)
The attached topographic map from the State of Wisconsin Geological and Natural
history Survey shows the site to be two feet higher than the surrounding land area.The
slope drainage at all the sites are linear and convex which is Pgood for moving water away from
the site. All surface waters drain from these sites and there are no wetland areas nearby or
areas of ponding water.
501L MAPPING
This area is indicated on the copy of the 5oil5urvey map as a Santiago series which are on
ridges of ground moraines or on pitted glacial drift that are gently sloping to steep and well
drained with moderate permeability and as a)=region Series which are of gently sloping and
sloping,moderately well drained soils formed from sandy loam till. Well drained soils removes
the water and does not have redoximorphic features and moderately well drained soils remove
the water somewhat slower and are wet for only a short period of time. This would imply that
the site appears not to stay saturated for a long period of time.
As indicated in the Soil 5urveg of St Croix Count_q,Wisconsin published 65 the
National Cooperative Soil Survey the area tested is mapped as Santiago silt loam with 2
too'percent slopes and Frecon silt loam. Both of these soil series 6clon to the soil order
P P g
Jul 26 05 10: 53a owner 7154264827 P, 5
Page 3-LEAF,Robert
Alfisols and arc further classified as Typic Glossoboralfs that have properties of tongued
and cool. These soils are formed mostly under broadleaf deciduous forest and where
drainage is not restricted from the water table with an udic,ustic,or xeric mositure regime.
(Keys to Soil Taxonomy(Soil 5urvcy Staff)USDA-NRCSJ
5O1L CONDITIONS AND 5UR>=ACE.WATER FLOW:
The soil evaluations completed by this certified soil tester encountered an A horizon of 9 to
12 inches of silt loam with redoximorphic features starting at y inches in a few pits to 9 inches
in most of the pits. Root and worm action was present in all pits to depths of 36 inches. This
indicates that there would be greaterthan 6 inches of in-situ soil to accommodate a properly
designed POWT5. The subsoil colors are more of a grayish brown than a gleycd color
that is associated with wet conditions. In the lower part of the A horizon and into the glacial
till recloximorphic features are observed. The g horizon consists of a sandy loam with
gradual heavier conditions and had some sand and loamy sand pockets with many sand coats
present.
Many other pits were observed that were similar as far as rcdoxiphoric features, texture,
structure and consistency. A few pits had few,fine, faint redoximorplric features in the A
horizon at 4 to 6 inches. These areas were not considered for that reason.
Surface water does move into theA horizon which may be perched in the g horizon as
indicated by the redoximorphic features and some water having to be absorbed into the A
horizon due to tension saturation. The redoximorphic features in all the pits were few,fine,
Faint then becoming common,medium,distinctive or many,medium,prominent. This indicates
that perching does take place, but not for a long period of time. it also indicates that it is
wetter longer atgreater depths and probably not so wet and for shorter durations near the
surface.
The surface and subsurface drainage from the site appears to flow away from the site in
three directions as indicated on the topography map as this area is the highest elevation.
Jul 26 05 10: 53a owner 7154264827 p. 6
s
Fa g e 4-LEAF,Robert
An existing dwelling,approximately 400 feet on the west side of the 20 acres has a
replacement mound system. According to the soil survey map,similar soils exist at this site.
CON CW51ON/KECOMMfNDATON5-
The landscape at this site,gently rolling, shows the water movement away from the tested
areas with drainage,to the south and southwesterly. Where there are slight depressions in
the topography where surface water can collect,there will 6c redoxiphoric features forming at
shallow depths which were observed at four inches in some of the pits that are not being used
fora rOWT`J-
Redoxiphoric features in the lower part of the A horizon are probably due to the tension
saturation above the saturated subsoil. Based on the lack of the recloxiphoric features in
the upper 7 inches of the topsoil,these soils will properly accept and treat the wastewater
with a long and narrow mound system as per Comm 83.44(3)(6)1, and 2.,Wis.Adm.Code.
Based on all this evidence the recommendations shall be:
1.)The depth of the approved sand be at least 2.50 feet for adequate treatment.
2.) The mound system be designed long and narrow with a maximum linear loading rate 4:5
gpd/{t.and the basal soil application rate shall be o.2 gpd/ft.2 for adequate dispersal into
the natural soil.
3.) Increase the downslope area around the mound system to increase the basal absorption
area.
-0 Surface water is to be diverted from the mound system with either a grass diversion or
upslope area of mound system designed with a greater side slope.
Res ectfully subm'it/te/d, 1
(V1ary,)o ollistcr,CST 224832
Dated: 6JuI3 2005 (Revised 26ju1y 2005)
Jul eb U5 1U: 5ja owner ita-rcorac . F+. i
,
REI=ERENC5
1.) Martin,L.(1965)- The Physical C
3colM of Wisconsin. (_(niversity of Wisconsin
Press,Maclison,Wisconsin.
2.) Soils. (,University of Wisconsin Ejucation Courses.
3.) `jt.Croix County Development Plan. volume Two;background Jam'tudies. Physical
I=catures Anal sis.
4.) Soil 5urve5 of`jt.Croix County(1978). ( United States Department of Agriculture
Soil Conservation Service and Research Division of the College of Agriculture and
Life jcien:ces,(,University of Wisconsin.
Jul Cb Ua 11 : cba owner 7154264827
• p. l
2P—:L /V N r�f" y
CERTIFIED` SURVEY MAP NO.
VOLUME PAGE. .
Y....
THE SOUTH HALF OF THE S4 . EAST QUARTER
OF THE SO*6TH ,._
EAS (QUARTER,
SECT!0N 33, TVWNSHIP 29 NORTH, RANGE 15 WEST, East 114
Section 33-29-?5
TOWN OF SPRINGFIELD; !�T'.CRO1X COUNTY,WISCONSIN Found Aluminum Mon,
PREPARED BY:
Joel A Brandt
JB SURVEYING LLC `�
966 Rustic Road 3 ` uHPin.rrt:c lalvDS ,�
Glenwood City, WI - - C' Sb�� o tC"
�j O
N89"t34'45"E l 3212' T�i
661.80' N
O
220.66' 220.3 220.33' 628.80'
N
41 _�Q �
33.00*t �
1:'S [
SUd t-7. z:a; SOA tes is Z `L OT 1 —100-t lx I o �•;
Lz o O z oo ( o
Ili LOT 4 N T LOT 2 435,020 sq.ft. v,Ilr I°N`
«ly j.. LO. ...1--'?2 oC en cl.�•�R+ N...
Ie°n l� " incl.r-0-w m ego
A N
t0 N c0. A N
�' 4 0, 42.574 sq. ft. M fa
Ch LP
Ln
LA w aot incl. r-o-w �m .Li•'
6 _ . .
33.06' 33.00' 33.00' 33.00' I �Cenler:ri
_t_ _ _ 630.08' _ _ _ L
1_32_4.4_7'_ 220.66' 220.33' 220.33' p)
l'T589'28'50"W i 220.66'_ _ 220.33_ 220.33 _ 663_15' 60th Ave_--� - B.
$W COrnE' - - - -- - - � - -
South 1/4
%,V co 589'28'50"W 1324.47' 1 I
589'28' centerline
Section 33-29-15 S0"W 2615.91' Southeast corner
Found Aluminum Mort. Sec tion 33-29-15
UNPLATTED LANDS Found Aluninun Mar..
PREPARED FOR:
LOT 4 IBuyer of Lot 41
LOT J LOT 2 Calvary Assembly of God
145,230 s ft 310 LaPointe Rd 5
q 44,933 sq ft 144,850 sq.ft.
3 33 acres 3.33 acres 3.32 acres Wilson, WI 54027
incl, r-o-w inct r-o-w incl. r-o-w PREPARED FOR:
OWNER: tBu-er of Lots 1-3i
137,949 sq ft 137,662 sq. ft 137,579 sq ft. Robert Leaf BrLte French
3 17 acres 3 16 acres 316 acres 3026 60!h Ave
not incl r-o-w not incl r-o-w not incl. r-o-w Wilson, WI 5.027
Note: Each parcel on this map is subject to State and County laws. rules and re9t,lahons
1
Amp" k; — —
s - M, y
�' _��.ti t y Lam. '-•1.. s z � kk� .? �-.! _
hr �C
rewy�$
AN,
In
-IS
s"r _ _-' ��.�•,; � `' -�.�+�_� �-'."�` ���.—.�.rte '- �.c= -^,,,,. _ _ ' —. �-- _ � '
t
r
a
w -
I 111 7
0
in I `
TN
- — -- ° � i � ,..,.�-\ ! �• _ _� it
t
I � 'i � Q t I = r• �`C
110 6�j
Ii, , I
it
I ? }
0
i t l V I ti 0
! I — — 1
01 t _
1 it
an
b h
II �.-� •,_ � r -tom
'� �' `' � off,.-• �•t
J (tsv3 1 m sn at 7w 9
liar 9 acv � s s N N � 3N N Use 7W[E NOSaH
10 39dd 9NIN33NI9N3 N3Q90 S96L5ZbSiL Ib:Zt 5067./L6/L6
Jul 19 05 09: 33a owner 7154264827 p. 2
Wisconsin Department of Commerce SOIL EVALUATION REPORT page 1 of 3
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 81/2 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 ordimensions,north arrow,and location and distance to nearest road. C3 C2
Please print all irdormation. Reviewed by Date
Personal Information you provide may be used ror secondary purposes(Privacy Law,s.15.04(1)(m)). I W . N V 1 O k ///AL
Property Owner Property Location
ROBERT LEAF(Buyer. Calvary Assembly of God) Govt.Lot ----SE 114 SE 114 5 33 T 29 N R 15
Property Owner's Meiling Address y Lot# Blodc# Subd.Name or CSM#
2928 C.T.H.DD �`�5T/IJ 1 -- -EL'S)
City to Tip Code Phone Number ity E]VIllage own Nearest Road
Glenwood City, I WI 1 54013 ( 715) 265-4964 60th Avenue
E] New Construction UseEj Residential/Number of bedrooms Code derived design flow rate GPD
Replacement Q Public or commercial-Describe: _ church
Parent material glacial till Flood Plain elevation if applicable NA ft.
General comments Mound System—0.2 loading rate— 2.50 ft.sand fill
and recommendations: SEE INTERPRETIVE DETERMINATION REPORT--on-site w/Leroy Jansky,State of Wisconsin Wastewater
Specialist
To be designed by designer.or installer
Boring# E] Boring
Q Pit Ground surface elev. 100.14 ft Depth to limiting factor 10 in.
Soil Tpplicalion Rate
Horizon Depth Dominant Col Redox Description Texture Structure Consistence Boundary Roots GPDIT
in. Munsell Qu.Sz. Coat Color Gr.Sz.Sh. 'Eff#1 'Eff#2
1 0-4 10YR3/3 `- sil 21[gr mvfr cs 3vf-co 0.6 0.8
2 4-10 10YR3/3 — sil 2fabk ds as 2vf-m 0.6 0.8
3 10-13 10YR4/3 m2d 10YR4/6&10YR6/1 sil 2fabk ds — 2vf-m 0.6 0.8
Some gr; cobbics.
a2 Boring# ❑Boring 100.14 10
0 pit Ground surfaceelev. ft. Depth to limiting factor in. SoA lication Rate
Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots GPDN
in. Munsell Qu.Sz. Cont Color Gr.Sz.Sh 'EfW '01#2
I 0-4 l0YR3/3 — sil 3fgr mvfr cs 3vf-co 0.6 0.8
2 4-10 10YR3/3 — A 2fgr&abk ds as 2vf-m 0.6 0.8
3 10-14 10YR4/3 m2d 10YR4/6&l0YR6/1 sil 2mabk ds — 2vf-m 0.6 0.8
Some gr;few cobbles.
'Effluent#1=BOD >30<220 mg/L and TSS>30<150 mg/L 'Effluent#2=BOO <_30 mg/L and TSS<30 mg1L
CST Name(Please Print) Signature CST Number
MM Jo Hollister 224832'Ac .1 1 �" 1
Address to Evaluation Conducted Telephone Number
W9875 690th Avenue,River Falls,WI 54022 07-18-05 (715)426-1775
Jul 19 05 0933a owner 7154264827 p, 3
Property Owner LEAF,Robert(Lot 1) Parcel ID# (Pending) page 2 of 3
Boring
❑ R
Boring pit Ground surface elev. 100.74 Depth to limiting factor 9 in.
• Soil Application Rate
Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots GPD/ll?
in. Munsell Qu.Sr- Cont.Color Gr.Sz_Sh. -EM1 •E=2
1 0-3 l0YR3/3 — sil 3fgr mvfr cs 3vf-co 0.6 0.8
2 3_9 10YR3/3 — sil 2fa&sbk ds as 2vf-m 0.6 0.8
3 9-13 10YR413 m2d jajx,&j sil 2rnabk ds — 2vf-m 0.6 0.8
lou' 1
Some gr; cobbles.
F—I Boring Boring
Pit Ground surface elev. ft. Depth to limiting factor in. Sol Application Rate
Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots GPD/lf
in. Munsell Qu.Sz. Cont.Color Gr.Sz.Sh_ TIM 'Elt#2
F—I Boring# Boring
Pit Ground surface elev. ft. Depth to limiting factor in-
Sol Appficaftn Rate
Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots GPDJff'
in. Munsell Qu_Sz. Cont.Color Gr.Sz.Sh. "Eff#1 •Ef#2
"Effluent#1=BODS>30:S 220 mglL and TSS>30<150 mglL "Effluent#2=BOD,<30 mg&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.
ssasssares,pt.mrou}
Jul 19 05 09: 4za owner 7154264827 p• 1
PLM
I Bum:. c /s
W OD
Is�Iq Wig,Sm W
CO �r�AAtAGE /a4pD i
• �1, �t�OPO� cj,pf�terz�S
DO-1y
Q
J
. o
C 1M��l
UKAM
wy
t
-T Z-o.w LINE