HomeMy WebLinkAbout034-1076-30-100 Wisconsin Department of 'A EVALUATION REPORT Page 1 of 3
Division of Safety and Btriidlings,
in accordance with 85,Wis. Adm. Code
r�, ST.CROIX
Attach complete site plan on per rtdt is titer =i in size.Plan must
include,but not limited to. I tAt horizontal re poi (BM),direction and Parcel I.D.
percent slope,scale or di ior19�11 "lion a d distance to nearest road. 7tr
ZO P loon. Re ' by Date
Personal information you provide maybe used for secondary purpos (Privacy Law,s.15.04(1)(m)). ZS
Property Owner Property Location
ROBERT LEAF(Buyer: Bruce French) Govt.Lot ---SE 1/4 SE 1 S 33 T 29 N R 15
Property Owner's Mailing Address Lot# Block# Subd.Name or CSM#
2928 C.T.H.DD 4 — 0.47/5 6
City State Zip Code Phase Number Ocity ElvNage ■ Town Nearest Road
Glenwood City, I WI 1 54013 ( 715) 265-4964 60th Avenue 1 Springfield
QNew 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 NA- ft.
General comments Mound System--0.2 loading rate— 2.50 ft.sand fill
and recommendations: SEE INTERPRETIVE DETERMINATION REPORT
To be designed by designer or installer
a Boring# D Boring
Q pit Ground surface elev. 98.45 ft. Depth to limiting factor 7 in.
Sol Application Rate
Horizon Depth Dorninant Color Redox Description Texture Structure Consistence Boundary Roots GPDW
in. Munsell Qu.Sz. cord.Color Gr.Sz.Sh. -Eff#1 '002
1 04 10YR3/2 — sil 3fgr mvfr cs 3vf-m 0.6 0.8
2 4-7 10YR3/2 — A 2fgr&abk mfr as 2vf-m 0.6 0.8
3 7-12 10YR3/2 cid 10YR4/4 sil 2fabk mfr as lvf-m 0.6 0.8
4 12-14 10YR5/3 m3p 10YR4/6&IOYR6/1 sil Ifabk mfr — — 0.4c 0.6
2 Boring# Boring 98.95 9
Q Pit Ground surface elev. ft. Depth to limiting factor m• Soli Application Rate
Horizon Depth Dorninant Color Redox Description Texture Structure Consistence Boundary Roots GPD/fF
in. Munsell Qu.Sz. ConL Color Gr.Sz.Sh. "Eff#1 'Eff#2
1 0-4 10YR3/2 — A 2fgr mvfr cs 3vf-m 0.6 0.8
2 49 l0YR3/2 — A 2fgr&abk mfr as 2vf-m 0.6 0.8
3 9-12 10YR3/2 cif IOYR3/4 sit 2fa&sbk mfr as lvf-m 0.6 0.8
4 12-14 IOYR5/3 c3p 10YR4/6&10YR6/1 sil Ifabk mfi — 1vf-f 0.4c 0.6
Effluent#1=BOD >30:E 220 irg/L and TSS>30:5 150 mg/l. 'Effluent#2=BOD <30 mg/L and TSS<30 rng/L
CST Name(Please Print) ignature J/ CST Number
Ma Jo Hollister Ni 224832
Address Date Evaluation Conducted Telephone Number
W9875 690th Avenue,River Falls,WI 54022 06-25-05 (715)426- 1775
Property Owner LEAF,Robert(Lot 4) Parcel ID# (Pending) Page 2 of 3
M ft Bo # Boring Q Pit Ground surface elev. 98.25 ft Depth to limiting factor 7 in.
Soft Application Ram
Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots GPDW
in. Munsefl Qu.Sz. Cont.Color Gr.Sz.Sh. 'Eff#1 '0102
1 0-4 10YR3/2 — sil 3fgr mvfr cs 3vf-m 0.6 0.8
2 47 10YR3/2 — A 2fa&sbk mfr as 2vf-m 0.6 0.8
3 7-10 I0YR3/2 fif IOYR3/4 sil 2fa&sbk mfr as
2vf-m 0.6 0.8
4 10-13 IOYR5/3 c3p I OYR4/6&I OYR6/1 sil Ifabk mfr — lvf-f 0.4c 0.6
Some gr;few cobbles.
F-1 Ong# Boring
Pit Ground surface elev. ft. Depth to limiting factor in.
Sod Application Rate
Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots GPDfIf
in. Mur sell Qu.Sz. Cont.Color Gr.Sz.Sh. *Eff#1 *Ef1#2
F-1 Boring# Boring
Pit Ground surface elev. ft. Depth to limiting fade in.
Sol Application Horizon Depth Dominant Redox Description ate
ption Texture Sinx�ure Consistence Boundary Roofs GPD/ff
in. Mansell Qu.Sz. Cont.Color Gr.Sz.Sh. 'Efr#1 *Effi#2
'Effluent#1=BODS>30<220 rrg&and TSS>30<150 nV& *Effluent#2=BOD,<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 60 8-264-8777.
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==FORM NO.985-A I
t'ftd�iller
o-..�...,.......
4EE!I,03t520
� ' EID stock No. 26273 VOL 20 5044
���4iii,�a PAGE
KATffEM H. NALW
REGISTER OF DEEDS
ERTIFIED SURVEY MAP NO. RECOSOR�E00PM
VOLUME 20 5044 PAGE CERTIFIED SURVEY MAP
REC FEE: 13.00
PY FEE: 3.00
WMRO))EComm THE SOUTH HALF OF THE SOUTHEAST QUART ES: 2
'0R'8,REC0R0) OF THE SOUTHEAST QUARTER,
SECTION 33, TOWNSHIP 29 NORTH, RANGE 15 WEST, Fast 114
TOWN OF SPRINGFIELD, ST.CROIX COUNTY,WISCONSIN Section MarkSNail
PREPARED BY:
Joel A. Brandt
JB SURVEYING LLC ,
966 Rustic Road 3 N
Glenwood City, WI UNPLATTED LANDS
——— 00 00
.N
SW/SE SE/SE N89.34'45"E 1323.12'
661.80• p
220.66' 220.33' 220.33' 625.02' I
N
36.78'
s LOT 2 Z LOT 1 _,�I ( s �c
Iv
�b $ LOT 4 N g g 435,020 s ft. +� N
s I�
I� U LOT 3 u+ 9.99 acre $� + =I r4 IV (m
Icvii 1 q� N n N u+ A incl. r-o-w AI I Iv
rn (� 389,788 sq. ft. r+fl I
rv„ 1 C' 8.95 acres I o ICn
not incl. r-a-w N
u rn N
w
bull ing setbock line
v rn
'I
33.00' 33.00' 33.00' 33.00' centerline ,
—!' — 624.92' —
Q?G1324.47' 220.66' 220.33' 220.33' O, 80th Ave_ —P.O.B.
_s89'28'S0"W— 220.66_ _ 220.33 _ 220.33 _ — _ I . r —
—" —
SW corner
589'28'50"W 1324.47'
South 114 SE S E I I
S89.28'50"W 2648.94' centerline
Section 33-29-15 - Southeast corner
Found Aluminum Mon. Section 33-29-15
i1NPLA71ED LANDS Fd Survey Mark Nail
PREPARED FOR:
T 4 (Buyer of Lot 1)
LO
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 inct. 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 inct. 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
any parcel, contact the St. Croix County Zoning Office for advice.
LEGEND .Nt°I+CfXv
.........Government Corner (as noted) 4
o..........Set 3/4" x 18" Iron rebar weighing
1.502 tbs./lineal ft. sea�es
aeren�
soil tests �'�
North is referenced to the SCALE: 1" = 250'
South tine of the Southeast
Quarter of Section 33-29-15, �f(QS t
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 #: 034-1076-30-100 04/01/2008 04:15 PM
PAGE 1 OF 1
Alt. Parcel#: 33.29.15.513B-40 034-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
CALVIN K&ANN T BURTON O-BURTON, CALVIN K&ANN T
E1340 1205TH AVE
DOWNING WI 54734
Districts: SC=School SP=Special Property Address(es): "=Primary
Type Dist# Description "2976 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 04
20-5044 LOT 4(3.33 AC)
Tract(s): (Sec-Twn-Rng 401/4 1601/4)
33-29N-15W
Notes: Parcel History:
Date Doc# Vol/Page Type
12/07/2007 865269 WD
10/26/2005 810394 2916/125 WD
10/26/2005 810393 2916/124 WD
08/15/2005 803520 20/5044 CSM
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
1 Safety and Buildings
nPF.rFIVF: 1 10 SUNSHINE CIRCLE
commerce.Wi.gov CHIPPEWA FALLS WI 54729
';; TDD#:(608)264-8777
isconsin www.commerce.wi.gov/sb/
artment of Commerce www.wisconsin.gov
P i e,t lu N COUN I`Y'
ZC!N1N s OFFICE Jim Doyle,Governor
Mary P.Burke,Secretary
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: Site ID No.701810
Assembly of God Church �- 3 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
pW-10-76,— 3o —a 2S'
FOR:
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.
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.
Sincerely, Fee Required$ 100.00
Fee Received$ 100.00
— Balance Due $ 0.00
Leroy G.J sky,PS . Wastew t r Specialist
Integrated Services Bureau WiSMART code: 7633
(715)726-2544 Voice
Ijansky@commerce.state.wi.us
Jul 26 05 10: 52a owner 7154264827
c p. 3
Mary,jo Hollister
W9875 69o`6 Avenue
River Falls,Wl 54022
(7 i 5)426 1775;fax=426- 4827
interpretative Dctennination Report P O.W.T.S.
6 July 2005 Conditionally
APPROVED
Proper_ Owner: Robert Leaf DEPARTMENT OF COMMERCE
DIVISION OF SAFETY AND BUILDINGS
Buyers: Calvary Assembly of God and Bruce trench
Location: SE IA.of the 5E s+, jection 35,T�9N,R i 5W,
Town of5pringfield,5t.Croix County,Wisconsin SEE C RESP EN
INTRODUCTION:
On 25 June 2005 a site and soil evaluation was completed forfour new private onsite
wastewater treatment system (POWYS)6.9 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
redoximorphic features are 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 HISTORY:
This area in Wisconsin is an area of the Glaciated Region,which occurred 12,000 to
15,000 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 6.9 man. Also the boundaries are determined 6.9 soil texture and
structure in the undcrlying rocks. 5t.Croix County is located in the Western Upland;
which is underlain 6.9 Ordovician dolomites. (Martin, L.(1965)• The rlhysical Geologyi of
Wisconsin. University of Wisconsin Press, (Madison,Wisconsin.) This part of`jt.Croix
Jul 26 05 10: 52a owner 7154264827 p. 4
Page 2-LEAF,Ko6ert
County was formed 69 ground moraine deposits from the Wisconsin stage ofglaciation.
The parent material at this site is loess overglacial till and the topography is gently rolling.
LOCAL AND 51TE.HYDROLOGY:
This land area is located within the Lower Chippewa River Pjasin which.includcs E,au C3a11e
}liver,Wilson Creek,Cady Creek and several small creeks. (St.Croix County
Development Management Plan;Physical reatures Analysis pg.2-i l.) 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
Surrey,page 72.)
The attached topographic map from the State of Wisconsin Geological and Natural
Historq Survey shows the site to 6e two feet higher than the surrounding land area.The
slope drainage at all the sites are linearand convex which isgood 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.
50IL MAPPING
This area is indicated on the copy of the 5oil,5urvey 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 Preeon Series which arc of gentle 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 Survey of 5t.Croix County,Wisconsin published by the
National Cooperative Soil Survey the area tested is mapped as Santiago silt loam with 2
to,6 percent slopes and Frecon silt loam. E)oth of these soil series 6clong to the soil order
Jul 26 05 10: 53a owner 7154264827 P. 5
r
Fa$c -LE.Ar,Ro6ert
Alfisols and arc further classified as Typic Glosso6oralFs 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,orxeric mositure regime.
(Keys to Soil Taxonomy(Soil5urvcy 5tafF}U5DA-NRC5.?
501L CONDiTION5 AND 5UK ACE WATE-R rLOW:
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 3 6 inches. This
indicates that there would 6e greaterthan 6 inches of in-situ soil to accommodate a properly
designed POWT5• The subsoil colors are more of a grayish 6rown than a gleyed color
that is associated with wet conditions. In the lower part of the A horizon and into the glacial
till redoximorphic features are observed. The E)horizon consists of a sandy loam with
gradual heavier conditions and had some sand and loamy sand pockets with many sand coats
present.
Many otherpits were observed that were similar as far as rcdoxiphoric features, texture,
structure and consistency. A few pits had few,fine, faint recloximorphic features in the A
horizon at 4 to 6 inches. These areas were not considered for that reason.
Surface water does move into the,A horizon which may be perched in the F'j horizon as
indicated 6.9 the redoximorphie features and some water having to 6e a6sor6ed 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 lace but not fora long period of time_ t also indicates that it is
g g
P P P
wetter longer atgreater depths and probably not so wet and For shorter durations near the
surface.
I
The surface and subsurface drainage from the site appears to flow away from the site in
three directions ons as indicated on the t opograp l y.ma p a s this area is the hi g hest elevation.
Jul 26 05 10: 53a owner 7154264827 p, 6
s
k
I'age 4-I„.E,AM Ro6ert
An existing dwelling,approximately 9.00 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 CW5ION/RI=.COMME-NDATION5:
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 be redoxiphoric Features Forming at
rshallo pw depths were observed at Four inches in some of the Pits that are not being used
for a I 0 A 1 -
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 redoxiphoric 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:
The depth of the approved sand be at least 2.30 feet for adequate treatment.
2.) The mound system be designed long and narrow with a maximum linear loading rate 4:5
gpd/ft.and the basal soil application rate shall 6e 0.2 gpJ/Ft.2 for adequate dispersal into
the natural soil.
5.) Increase the downslope area around the mound system to increase the basal absorption
area.
4.)Surface water is to 6e diverted from the mound system with either a grass diversion or
upslope area of mound system designed with a greater side slope.
Res ectfully su6mitted,
Mary,10 ollistcr,CST 224832
Dated: 6 july 2005(Revised 245 july 2005)
Jut eb u5 iu: bja owner rlaYCO-rac r P. 1
R��ER�NC�S�
1.) Martin,L.(1965). Tke Fk9sical 6colo of Wisconsin. (Jniversit'q or Wisconsin
Press,Madison,Wisconsin.
Z.) soils. (university of Wisconsin E-ducation Courses.
3.),5t.Croix County Development.Plan. volume Two;background Studies. F>.95ical
Features Anal sis.
4.) Oil Survey of cjt.Croix County(1978). (Anited States Department of Agriculture
foil Conservation jervice and Research Division of the College of Agriculture and
Life Sciences,LAniversity of Wisconsin.
II
l
Jul co ua ll : eba owner 7154264827
P. 1
d '
CERTIFIED"° SURVEY MAP NO.
VOLUME PAGE. .
THE SOUTH HALF OF THE 5 +. `EAST QUARTER
OF THE SO*bTHEAS
�UARTER,
SECTION 33, TIOWNSH! ,29 NORTH, RANGE 15 WEST, East I14
TOWN OF SPR!!1VGFIELD, 'T.CROIX COUNTY,WISCONSIN ou d Ater u�Mon.
PREPARED BY: �_
Joel A Brandt ��tZ
JB SURVEYING LLC cp-('5
966 Rustic Road 3 `
UNPLPTfED: LANDS
Glenwood City, WI , fir' 1,3 Cn
CR P,
�S
NIN
Flo y 3 N89 X34'45"E 132 3r��12' . /0
661.80' NO
220.66' 220.3 220.33' 628.80' /
,r J N
a� � � 33.00' CD
1
r;.y r"E SOif !?515
o sud tests Z soli tests Z 'LOT 1 —100' 1x
N LOT 4 0 0 0 1 p
- IIz N
OT z o LOT .2 0 435,020 sq.fr. �I1N la N.
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1324:_7' 2066 22033' _033
cent%r:
in
r589'28'S0"W _ 220.66'^ _ 220.33_ _ _220.33_ _ 663_15'_ 60th Ave_ -p_0.8.
SS one, S89'28'50"W 1324.47' , r
South 114 /, I I
Section 33-29-15 589'28'50"W 2615.91 centerline
SOuthecSt Corner
Found Aluminum Mon. Sec fion 33-29-15
UNPI.ATTEb LANDS Found Aluminum Mar.
PREPARED FOR:
LOT 4 LOT 3 LOT 2 IBuyer of Lot 4)
Calvary Assembly of God
145,230 sq ft 144,933 sq ft 144,850 sq.ft. 310 LaPointe Rd S
3 33 acres 3.33 acres 3.32 acres Wilson. WI 54,027
incl. r-o-w incl r-o-w incl. r-o-w PREPARED FOR:
137,949 sq ft OWNER: (Bu-er of Lots 1-3;
137,662 sq. ft 137,579 sq ft. Robert Leaf Bru,-e French
3 17 acres 3 16 acres 316 acres 3026 60!h Ave
not tncl r-o-w not rncl r-o-w not Incl. r-o-w Wilson, WI 5402?
Note: Each parcel on this map is subject to State and County laws. rules and regulations
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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,Ws. Adm. Code County ST.CROIX
Attach Complete site plan on paper not less than 8 4/2 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 or dimensions,north arrow,and location and distance to nearest road.
Please print all irdbm ation. Reviewed by Date
Personal Information you provide gray be used for secondary purposes(Privacy Law,s_15.04(1)(m)). / `v OT— v n 1 /A/A�
Property Owner Property Location ❑
ROBERT LEAF(Buyer. Calvary Assembly of God) GW.Lot ----SE 114 SE 114 S 33 T 29 N R 15 E(or)W
Property Owner's Marling Address Lot# Block# Subd.Name or CSM#
2928 C.T.H.DD �!5y/tJ 1 - 44ftdiff'> 5v
City le Zip Code Phone Number Dity [:]Village own Nearest Road
Glenwood City, I WI 1 54013 ( 715) 265-4964 60th Avenue Springfield
E] New Construction UseE]Residential/Number of bedrooms Code derived design flow rate GPD
Replacement Q Public or commercial-Describe: church
Parent material glacial till Rood Plain elevation if applicable —NA R.
amend comments om, Mound System—0.2 Ioading rate— 2.50 ft.sand fill
SEE INTERPRETIVE DETERMINATION REPORT--on-site w/Leroy Jansky,State of Wisconsin Wastewater
Specialist
To be designed by designer_or installer
Boring# 0 Boring
Q Pit Ground surface elev. 100.14 R Depth to limiting factor 10 in.
Sail Application Rate
Horizon Depth Dominant Color Redox Description Texture Stricture Consistence Boundary Roots GPD/PF
in. Munsell Qu.Sz_ Cont Color Gr.Sz.Sh. 'Eff#1 'Eti92
1 0-4 10YR3/3 — sil 21gr mvfr cs 3vf-co 1 0.6 0.8
2 4-10 IOYR3/3 _ sil 2fabk ds as 2vf-m 0.6 0.8
3 10-13 10YR413 m2d 10YR4/6&10YR611 sil 2fabk ds — 2vf-m 0.6 0.8
Some gr; cobbles.
❑2 Boring# ❑ Boring 100.14 10
Q Pit Ground surtaceelev. ft. Depth to limiting factor in. Soi<Application Rate
Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots GPDN
in. Munseti Qu.Sz. Cont.Color Gr.Sz.Sh. 'EfW 'E1102
1 0-4 10YR3/3 — sil 3fgr mvfr cs 3vf-co 0.6 0.8
2 4-10 10YR313 — sil 2fgr&abk ds as 2vf-m 0.6 0.8
3 10-14 10yR4/3 m2d r0YR4168c10YR6/1 sil 2mabk ds — 2vf-m 0.6 0.8
Some g;few cobbles.
'Effluent#1=B00 >30:5 220 mg/L and TSS>30<150 mg/L 'Effluent#2=BOO <30 mg/L and TSS<30 mgIL
CST Name(Please Print) Signature CST Number
MM Jo Hollister 224832
Adder I ite Evaluation Conducted Telephone Number
W9875 690th Avenue,River Falls,WI 54022 07-18-05 (715)426-1775
Jul 19 05 09: 33a owner 7154264827 p. 3
Property Owner LEAF,Robert(Lot 1) Parcel ID# (Pending) Page 2 of 3
3 Boring# Boring 100.74 9
E] Pit Ground surface elev. fL Depth to limiting factor in.
Soil Application Rate
Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots GPDJfP
in. Munsell Qu.Sz. Cont.Color Gr.Sz_Sh. "Eff#1 "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 10YR4/3 m2d lo`M&j sil 2mabk ds — 2vf-m 0.6 0.8
IOYRV 1
Some gr; cobbles.
F-1 Boring# cJ Boring
in Pit Ground surface elev. ft. Depth to limiting factor in. Sol Application Rate
Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots GPDM
in. Murseli Qu.Sz. Cont.Color Gr.Sz.Sh_ 'Ef1#1 'Ef#2
F-1 Boring# Boring
Pit Ground surface elev. ft. Depth to limiting factor in.
SoH lication Rate
Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots GPDIff
in. Munseli Qu_Sr- Cont.Color Gr.Sz.Sh. "Eff#1 `011112
*Effluent 81=SODS>30:S 220 mglL and TSS>30<150 mgfL "Effluent#2=BOD,5 30 mg1L and TSS<_30 mgrL
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.
SBD-33Wress(R,a7NV}
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Jul 19 05 09: 42a owner 7154264827 p, 1
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