HomeMy WebLinkAbout034-1076-30-025 (2) Jul 19 05 09: 33a owner 7154264827 p. 2
WiisconsinDepartment ofCommerce 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 81/2 x 11 incises 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.
Please print all information. Reviewed by Datt{e II
Personal Information you provide may be used ror secondary purposes(Privacy Law,S.15.04(1)(m)), Co —
Properly Owner. Property Location 1:1 El
ROBERT LEAF(Buyer: Calvary Assembly of God) Govt.Lot ----SE 114 SE 114 S 33 T 29 N R 15
Property Owner's Mailing Address Lot# Block# Subd.Name or CSM# -20
2928 C.T.H.DD 5T f 1 �iJ t
City State 5p—Code Phone Number oCity [3 Vllage ElTown Nearest Road
Glenwood City, I WI 1 54013 1( 715) 265-4964 60th Avenue
E] New Construction Use>L] Residential/Number of bedrooms Code derived design flow rate GPD
Replacement Public or commerc iai-Describe: Church
Parent material glacial till Rood Plain elevation if applicable_ NA ft.
General comments s 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
a Boring# Boring
Q Pit Ground surface elev. 100.14 ft Depth to limiting factor 10 in. Soil Application Rate
Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots GPDfff
in. Munsell Qu.Sz_ Cont.Color Gr.Sz.Sh. 'Eff#1 '01#2
1 0-4 10YR3/3 - sill 2fgr mvfr cs 3vf-co 0.6 0.8
2 4-10 10YR3/3 - sit 2fabk ds as 2vf-m 0.6 0.8
3 1043 10YR413 m2d 10YR4/6&l0YR6/1 sil 2fabk ds - 2vf-m 0.6 0.8
Some gr; cobbles.
27 Boring# ❑ Boring 100.14 10
0 Pit Ground surface elev. R. Depth to limiting factor in. Sap Apeii cation Rate
'
Horizon Depth Dominant Color Redwr Description Texture Structure Consistence Boundary Roots GPD/l
in. Mrmsell Qu.Sz. Cont Color Gr.Sz.Sh. "i=ff�ri 'E
1 0-4 10YR3 13 - sil 3fgr mvfr cs 3vf-co 0.6 0.8
2 4-10 10YR3/3 - sil 2fgr&abk ds as 2vf-m 0.6 0.8
3 10-14 10YR4/3 m2d 10YR4/6&10YR6/1 sil 2mabk ds - 2vf-m 0.6 0.8
Some gr;few cobbles.
F--] I -- i I I L:
'Effluent#1=BOD >30:S 220 nVIL and TSS>30<150 mg/L 'Effluent#2=BOO <30 mg/L and TSS<30 rnglL
CST Name(Please Print) gnature CST Number
M Jo Hollister 224832
Address Date Evaluation Conducted Telephone Number
W9875 690th Avenue,River Falls,WI 54022 07- 18-05 (715)426,1775 M^
Jul 19 05 09: 33a owner 7154264827 p, 3
Property Owner LEAF,Robert(Lot 1) Parcel ID# (Pending) page 2 of 3
Boring
❑
Boring# 0 pit Ground surface elev. 100.74 fL Depth to limiting factor 9 in. Sop Application Rate
Horizon Depth Dorninant Color Redox Description Texture Structure Consistence Boundary Roots GPDM
in. Munsell Qu.Sz. Cord.Color Gr.Sz.Sh. 'M1 'Eff#2
1 0-3 10YR3/3 — sil 3fgr Mvfr cs 3vf-.o 0.6 0.8
2 3-9 10YR3/3 — sil 2fa&sbk ds as 2vf-m 0.6 0.8
3 9-13 10YR4 13 m2d fo`tR4fbj sil 2rnabk ds -- 2vf-m 0.6 0.8
tovRr.r
Some gr; cobbles.
F-1 Boring# 1 Boring 13 Pit Ground surface elev. ft. Depth to limiting factor in. Sol Application Rate
Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots GMT
in. Munsell Qu.Sz. Cont.Color Gr.Sz.Sh_ 'Eff#1 "Eff#•2
t-7
D Boring# la Boring
Pit Ground surface elev. ft. Depth to limiting factor in.
Sal IicaUon Rate
Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots GPDIff
in. Munseli Qu_Sr- Cont.Color Gr.Sz.Sh. "Efr#1 'Efr#2
*Effluent#1=BOD5>30:S 220 mgiL and TSS>30<150 mg1L "Effluent#2=BODS<30 mgt and TSS<30 mglL
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.
SBU-8330W(tt.mnrol
Jul 19 05 09: 42a owner 7154264827 p_ 1
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EIVEStock No. 26273 VOL 20 PAGE 5044
j' KATHLLEIT N. WAL-W ----
REGISTER OF DEEDS
ST. elltefx ERTIFIED SURVEY MAP NO.
RECEIVED O50R�EsePn
VOLUME 20 A 5044 CFRTIFI£D SURVEY NAP
20 P AGE REG FEE: 13.00
Y FEE- 3.00
IF-jgMX'COUNTY- THE SOUTH HALF OF THE SOUTHEAST QUARTIE60ES: 2
VAW,EyQfr$, OF THE SOUTHEAST QUARTER,
SECTION 33, TOWNSHIP 29 NORTH, RANGE 15 WEST, East 114
Section 33-29-I5
PREPARED BY: TOWN OF SPRINGFIELD, ST.CROIX COUNTY,WISCONSIN Fd Survey Mark Nail
Joel A. Brandt
JB SURVEYING LLC
966 Rustic Road 3 w
Glenwood City, WI UNPLATTED LANDS ��
----- -- 0090
NI N
SW/SE SE/SE N89'34'45"E 1323.12'
661.80' t o
220.66' 220.33' 220.33' 625.02' I
IV
36.78'I 1
l cn :
Z g LOT 2 S LOT 1 ;_1aa ;x g Ixv
IZ $ LOT 4 '� °o
1`3 `� 435,020 sq.ft. Ln Im N Ir+
LOT .3 's � 9.99 acres
° o, inct- r-o-w pl w I°
I� �
co
to 11 ` °' Q u (� 389,788 sq, ft. r•il I
8.95 acres �� I°,v
not inct.r-o-w N�
buil ing setback line
33.00'
33.00 33.0 0 .0'0 —j — —c e—nt erline
624.92'
1324 22066'
_ ,
L _
60th Ave. -P•O•B,
�✓-S89'28'50"W- 220.66 220.31- 220.33
...........
SW corner S89'28'50"W 1324.47' I
S SE
South 114 centerline
Section 33-29-I5 589'28'50"W 2648.94' Southeast corner
Section 33-29-15
Found Aluminum Mon, UNPIAITED LANDS Fd Survey Mark Nail
PREPARED FOR:
(Buyer of Lot 1)
LOT 4 LOT 3 LOT 2 Calvary Assembty 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
incl. r-o-w Incl. r-o-w Incl. r-o-w PREPARED FOR:
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 inct. 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
Aany parcel, contact the St. Croix County Zoning Office for advice.
LEGEND
.....Government Corner (as noted) 4
o..........Set 3/4" x 18" Iron rebar weighing "' aswoi ♦ ,
1.502 tbs./lineal ft. ate>4si arm
... soil tests
North is referenced to the SCALE: 1" _ 250'
South line of the Southeast A(Q5
' Quarter of Section 33-29-15, O�, t
which is bears S89'28'SO"W 0' 250' 500'
(St Croix County Grid System) Page 1 of 2
Vol 20 Page 5044
tA
f W---- R Safety and Buildings
c ti f Tom' �F—.rFI��IkF^,D 10 SUNSHINE CIRCLE
commerceml.gov CHIPPEWA FALLS WI 54729
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TDD#:(608)264-8777
ItIsconsin www.cowmmerce:wi.gov/sb/
ww.wisconsin.gov
epartment of Commerce �,i� �i C(7uNll
Zt?NIN a 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 540224011 HUDSON WI 54016
CONDITIONAL APPROVAL Identification Numbers
PLAN APPROVAL EXPIRES: 08/03/2007 Transaction ID No. 1154255
SITE: e6(1- LCkk Site ID No.701810
Assembly of God Church �- 3 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 / O�
30 -025''
FOR:
Object Type: Soil Saturation Determination Regulated Object ID No.: 1029637 _ D .
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.
i
MARY JO HOLLISTER Page 2 8/3/2005 s
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(1-4).
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 GtJsky,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 p. 3
c
Mary,Jo Hollister
W3'875,6.9&6 Avenue
River Falls,Wl 54022
(715)426 1775;fax_426- 4827
interpretative Determination Report P.O.W.T.S.
6 julg 2005 Conditionally
APPROVED
PropertDEPARTMENT OF COMMERCE
Property Owner; Robert Leaf 4SEE OF SAFETY AND BUILDINGS
Buyers: Calvary Assembly of God and Bruce French
Location: 5E IA.of the 5F W, Scction 33,T29 N,R 15W, RESP EN
Town of Springfield,5t Croix County,Wisconsin
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 fordepth 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 causecl erosion,deposition,stream erosion and other processes.
Wisconsin is divided into five natural regions,which are related to land 6y the use of plants,
animals and 6.9 man. Also the boundaries are determined 63 soil texture and
structure in the underlying rocks. St.Croix County is located in the Western Upland;
which is underlain 69 Ordovician dolomites. (Martin, L.(1965)• The Physical Geology of
Wisconsin. University of Wisconsin Press, Madison,Wisconsin.) This part of St Croix
Jul 26 05 10: 52a owner 7154264827 p. 4
Page 2-LEAP,Robert
County was formed by 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 Pjasin which.includcs rau Galle
}liver,Wilson Creek,Cady Creek and several small creeks. (5t.Croix County
Development Management Plan;Physical reatures 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. (5ce attached copy of St.Croix County Soil
Survey,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 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.
SOiL MAPPING
This area is indicated on the copy of the Soil Survey 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 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 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)✓recon silt loam. f'joth of these soil series belong to the soil order
Jul 26 05 10: 53a owner 7154264827 p. 5
r
Wage 3-LEAr,Ro6ert
Alfisols and are further classified as Typic Glosso6oralfs that have Properties of tongued
and cool. These soils are formed mostly under 6roadleaf deciduous forest and where
drainage is not restricted from the water table with an udic,ustic,or xeric mositurc regime.
(Keys to Soil Taxonomy(Soil survey staff)(J5DA-NRC5.)
501L CONDITION5 AND 5(jK ACE=WATE-R FLOW:
The soil evaluations completed by this certified soil tester encountered an A horizon of 9 to
3 2 inches of silt loam with redoximorphic features starting at 7 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 POWTS• The subsoil colors are more of a grayish brown than a gleyed 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 o6servcd that were similar as far as rcdoxiphoric features, texture,
structure and consistency. A few pits had few,fine, faint redoximorphic 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 6e perched in the g horizon as
indicated 6,9 the rcdoximorphic 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 6ecoming 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 at greater depths and pro6a6ly 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
r
1
Page 4-L EAM 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 CW5IONVRF.COMMFNDATION5-
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
shallow depths which were observed at four inches in some of the pits that are not being used
fora POWT5.
f Zedoxiphoric features in the lower part of the A korizon are probably due to the tension
saturation above the saturated subsoil. E)ased on the lack of the recloxip6oric 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 8 5.++(3)(6)1, and 2.,Wis.Adm.Code.
Ejased 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 nan-ow with a maximum linear loading rate 4:5
gpd/ft.and the basal soil application rate shall be 0.2 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.
4.)Cjurface 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.
Respectfully submitted, jf
MaryJo ollister,C5T 224832
Dated: 6 July 2005(Revised 24 ,july 2005)
L
Jul eb U5 1U: 5da owner ��aYCbYOC � p+.
7
RUE RENCE-5=
1.) Martin,L.(1965)- The rks sical Geologgg of Wisconsin. (Aniversit'g or Wisconsin
Press, Madison,Wisconsin.
Z.) soils. University of Wisconsin nclucation Courses.
3.),5t.Croix County Development plan. volume Two;background Studics. Physical
Features nal sis.
4.) Soil Survey of 5t.Croix County(1976). United,5tates Department of Agriculture
Soil Conservation Service and Research Division of the College of Agriculture and
Life cjcierfees,(Jnivemity of Wisconsin.
Jul CO UO ll : cba owner 7154264827 P. 1
L.! /V\,11V i d' !
CERTIFIED"; SURVEY MAP NO._..__.
VOLUME PAGE .
THE SOUTH HALF OF THE S4_. �EAST QUARTER
OF THE S06TH
EAS (QUARTER,
SECTION 33, TI)WNSHlP 29 NORTH, RANGE 15 WEST, East 114
Section 33-29-!5
TOWN OF SPRINGFIELD, S'T'.CROIX COUNTY,WISCONSIN � Found Aluminum Mon,
PREPARED BY: 0�
-
Joel A Brandt
rS
JB SURVEYING LLC N
966 Rustic Road 3 ` UNPLA,,TTED. LANDS , ul_
Glenwood City, WI _ •� �� �jOtL �
f_ U O
�Y/�I !� e N1N
N89'�34'45"E 132 'l2'
651.80' I to
O
220.66' 220.3 220.33' 628.80' / O
N
33.00''lV� O
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Olt °"' sail LPs is lac y
g 5�� tes.s z o 'LOT 1 —,00�I to �►
t� �] LOT2
l�l N LOT 4 N � T o 435,020 sq.ft. NII� la N.
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us rn m u m 92.57E sq. ft ri IQ
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33.00' 33.00' 33.00' 33.00' $ I �Cenu�r:ire
_ _ _ —1- - -630.08' L _
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1324.4_7'_ 220.66' 220.33' 220.33' cn
FS89-28'50-W _ 220.66 _ _ 220.33_ 220.33 _ 663_15'_\—both ave_ -p.p_B.
SW cornea — — — — — -- — — \—
SE/5E S89'28'50"W 1324.47' \\\ 1 I
South l/4 -
S89'28' centerline
Section 33-29-15 S0"W ... 2615.91' Southeast Corner
Found Aluminum Mon. Section 33-29-15
UNPLAMD LANDS Found Aluminum Mar..
PREPARED FOR:
lBuyer of Lot 41
LOT 4
LOT J LOT 2 Calvary Assembly of God
145.230 s ft 310 LaPointe Rd S
q 44,933 sq ft 146,850 sq.ft.
3 33 acres 3.33 acres 3.32 acres Wilson. WI 54027
Incl. r-o-w incl r-o-w Incl.r-o-w PREPARED FOR:
OWNER: !Bu-er of Lots 1-3;
137,949 sq ft 137,662 sq. ft 137,579 sq ft. Robert Leaf Br,--:e French
3 17 acres 3.16 acres 316 acres 3026 60!h Ave
not tncl r-c-w not tncl r-o-w not incl. r-o-w Wilson. WI 51.027
Note: Each parcel on this map is subject to State and County laws. rules and regulations
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