HomeMy WebLinkAbout022-1037-30-100 c d f c °; C a con
c ..
V 1 ' D : 4f A +
a� 0
Cn M Z N z O Ul- A N
s < c c 0 _. •
W y
� w T, W
00 A O O
V
O c
A O O
v D L c
g 3 c °O o w o V
(D Cr z ° w a
W CL
{ N N
N O 0 0 (p Q c
C 0 0 0 3 :. C
CL 0
T '0
° A o
N cr
Ot O fD (D N !r
OD
N — �
N W
I z r
z .« 0
O D D o
0 0 c
j ^ A
(�D O
3
w m O
a 3 m
z CD c ''
O Z A
n A
0 Q p z o
v (D p 3
a U)
p m 00 w
I a z
c 3 a X
C =t m C,
3 Z _
A
W
I
a
CL �
p
o a
I N o
I
I
H
j A
I
i
N
I ! N
b
I �
I ^
J
a 1
N
� ) �b
Wisconsin Department of Commerce PRIVATE SEWAGE SYSTEM Coun
Safety and Buildings Division INSPECTION REPORT fit. Croix
GENERAL INFORMATION (ATTACH TO PERMIT) Sanita J SrgtNo -:
Personal information you provice may be used for secondary purposes [Privacy Law .15.04 (1)(m)].
Permit Holder's Name: E] City ❑y� IJaqa Town f: State Plan ID No.:
K 0 T Ship
oska, Nick in n lC nn
4W-S �4E = 3a3�oln
CST BM Elev.:- Insp. BM Elev.: BM Description: ParcebT V�- 30 -10�
-o` 1 CST fi � j V�,
TANK INFORMATION ELEVATION DATA
TYPE MANUFACTURER CAPACITY STATION BS HI FS ELEV.
Septic Lo Benchmark 0101 - D '
Dosing W 3.0�'
Aeration _ - Bldg. Sewer
Holding St /Ht Inlet
1l•5V q3. 1
TANK BACK INFORMATION St/ Ht Outlet
Ven
TANK TO P / L WELL BLDG. Air Intake ROAD Dt Inlet
Septic ��r �5—a -i, �—� NA Dt Bottom (�, 2S { • So
Dosing ��S o }� ���� > NA Header /Man.
Aeration NA Dist. Pipe
Holding Bot. System
PUMP/ SIPHON INFORMATION Final Grade
Manufacturer] S Demand St cover 4 j Z & _ ?
Model Number 3 "SA
to - ub.0
aav TDH Lift oq.1.� Lrictio 1 4 Systema.S TDH 2 L� Ft
to H ead kL
Forcemain Length Dia. Dist. To Well
SOIL ABSORPTION SYSTEM
BED MEMCM Width / Lengt N f PIT No. O Inside Dia. p
DIMENSIONS c, h 3 a DIMENSION
SETBACK
SYSTEM TO P / L BLDG WELL LAKE/STREAM LEA ufacturer:
INFORMATION Type O r CNi BER Model Numb
.
System: (A � st7 > _ >6_ 0 --' OR UNIT
DISTRIBUTION SYSTEM
Header/Manifold � Distribution Pipe(s) ( x Hole Size I cl[
x Hole Spacing I Vent To r Intake
Length 3' Dia. 2 Length 64 Dia. „ 2 Spacing I
SOIL COVER x Pressure Systems Only xx Mound Or At -Grade Systems Only
Depth Over Depth Over xx Depth Of xx Seeded/ Sodded xx Mulched
Bed /Trench Center Bed /Trench Edges Topsoil ❑ Yes ❑ No ❑ Yes ❑ No
COMMENTS: (Include code discrepancies, persons reset tc) ns ection a a vInspection
Location: 1451 County Road J, River Falls W1 54022 (Sle 1/4 SE 1/4 13 1 R18W) - 13.28.18.207 - Lot 1
1 01 b.
,�.�— 4_
Vun.� 1
1. Alt BM Description — V _ - 24
2.) Bldg sewer length -
- amount of cover = '
C 4) 3.) contour= --g -'LA °` io . oo '►# = I c [
Pl2n revision requlredA ❑ Yes ❑ No
Use other side for additional information. 2 c70 l s Z
SBD -6710 (R.3/97) Date Inspector's Signature Cert No
r
ADDITIONAL COMMENTS AND SKETCH
SANITARY PERMIT NUMBER:
w ... _.,, . �. _._ �. _ ...
a
3
ee
B
e . 3
W�
e e
E e.
s
E
i
Y
e
e
e i
e
3
t t
d
1
n.
i
h
3
.,gym .,. —.a_ .e. .,.m .... r .m. „3. e �e�.. �„ . �,., ., ...... i•.
t j t
3 e 3
�. .p
B �
s i F
a
S d 9 4 [
€ 5® d
a e ®p
d
5 {
t v
S
E �
..........
1
F
„
t
.�
a ....
1p Safety and Buildings Division
.SAN PERMIT APPLICATION 2 01 W. Washington Avenue
Visconsin R ._ ,� (v! r P O Box 7302
r k,1
Department of Commerce S `a �� �_ In accord with Comm 83.05, Wis. Adm. Code Madison, WI 53707 -7302
• Attach complete pl ", cC Luny cp j Pnly) for the system, on paper not less County
than 8 1/2 x 11 inch
• See reverse side for tions ,) A p letin 9 pp this a lication State Sani ary Permit umber
35 3 3�
2"�'tPKiC�i`I`iC
Personal information you pro used for secon d ry p p osesa ur ❑Check if revision to previous application
[Privacy Law, s. 15.04 (1) (m) State Plan I.D. Number
I. APPLICATION INFORMA fASE PRINT ALL INF RMATION trP4w s. to *= 30 36 3
Prope Owner Na a Property Location
1/a 1 /4, S T , N, R/8
Property Owner's Mailin Address Lot Number Block Number t
City to Zip Code Phone Number Subdivision Name or CSM Number
II. TYPE OF (check one) ❑ State Owned o C Nearest Roa
❑ village
El Public 0 1 or 2 Family Dwelling - No. of bedrooms 5E own O
III. BUILDING USE (If building type is public, check all that apply) Parcel Tax Number(s) �� it -
1 ❑ Apartment/ Condo
2 ❑ Assembly Hall 6 ❑ Medical Facility/ Nursing Home 10 ❑ Outdoor Recreational Facility
3 ❑ Campground 7 ❑ Merchandise: Sales/ Repairs 11 ❑ Restaurant/ Bar/ Dining
4 ❑ Church/ School 8 ❑ Mobile Home Park 12 ❑ Service Station / Car Wash
5 ❑ Hotel /Motel 9 ❑ Office/ Factory 13 ❑ Other: specify
IV. TYPE OF PERMIT: (Check only one box on line A. Check box on line B, if applicable)
A) 1, �g New 2. ❑ Replacement 3, ❑ Replacement of 4. ❑ Reconnection of S. ❑ Repair of an
______System ________ System _____________ Tank Only_____________ Existing System ________ Existing System
B) ❑ A Sanitary Permit was previously issued. Permit Number Date Issued
V. TYPE OF SYSTEM: (Check only one)
Non- Pressurized Distribution Pressurized Distribution Experimental Other
11 ❑ Seepage Bed 210§ Mound 30 ❑ Specify Type 41 ❑ Holding Tank
12 ❑ Seepage Trench 22 ❑ In- Ground Pressure 6 , ><6 3 r 42 [] Pit Privy
13 E] Seepage Pit � 43 C] Vault Privy
14 [] System-In-Fill C �g'W / ff S t,
VI. ABSORPTION SYSTEM INFORMATION:
1. Gallons Per Day 2. Absorp. Area 3. Absorp. Area 4. Loading Rate 5. Perc. Rate 6. System Elev. 7. Final Grade
Required (sq. ft.) Proposed (sq. ft.) (Gals/day /sq. ft.) (Min. /i ch) Elevation
S' Feet Feet
Capacity
VII. TANK in Ca ga llons Total # of Prefab. Site Fiber- Exper.
INFORMATION Gallons Tanks Manufacturers Name Concrete Con- Steel glass Plastic App
New Existing strutted
Tanks T nks
Septic Tank or Holding Tank ❑ ❑ ❑ ❑ ❑
Lift Pump Tank /Siphon Chamber — ( — ® 1 ❑ I ❑ I ❑ I ❑ ❑
VIII. RESPONSIBILITY STATEMENT
I, the undersigned, assume responsibility for i stallation of the onsite sewage system shown on the attached plans.
Plumber's ame: rin l Plum is turj N S ps) I:M;P/IMPRSW No.: Business Phone Number:
Plumber's Address Street, City, S ate, Zip Co
IX. COUNTY/ DEPARTMENT USE ONLY
❑ Disapproved anitary Permit Fee (Includes Groundwater D ate Issued Issuing Agent Signature (No Stamps)
Approved [ Given Initial Surcharge Fee)
Adverse Determination ' D — ?.edD
X. CONDITIONS OF APPROVAL / REASONS FOR DISAPPROVAL:
SBD -6398 (R. 4199) DISTRIBUTION: Original to County, One copy To_ Safety & Buildings Division, Owner, Plumber
i
INSTRUCTIONS `
I
1. A sanitary permit is valid for two (2) years.
2. Your sanitary permit may be renewed before the expiration date, and at a time of renewal any new criteria in the
Wisconsin Administrative Code will be applicable.
3. All revisions to this permit must be approved by the permit issuing authority.
4. Changes in ownership or plumber ,requires a Sanitary Permit Transfer / Renewal Form (SBD -6399) to be submitted to the
county prior to installation
5. Onsite sewage systems must be properly maintained'. The septic tank(s) must be pumped by.a licensed pumper whenever
necessary, usually every 2 to 3 years.
6. If you have questions concerning your onsite sewage system, contact your local code administrator or the State of
Wisconsin, Safety and,Buildings Division, 608 - 266 =3151.
To be complete and accurate this sanitary permit application must include:
I. Property owner's name and mailing address. Provide the legal description and parcel tax number(s) of where the
system is to be installed.
11. Type of building being served. Check only one and complete # of bedrooms if 1 or 2 Family Dwelling.
III. Building use. If building type is public, check all appropriate boxes that apply.
IV. Type of permit. Check only one on line A. Complete line B if permit is for tank replacement, reconnection, or repair.
V. Type of system. Check appropriate box depending on system type.
VI. Absorption system information. Provide all information requested for numbers 1 through 7.
V11. Tank information. Fill in the capacity of every new /or existing tank, list the total gallons, number of tanks and
manufacturer's name, indicate prefab or site constructed and tank material. Complete for all septic, pump /siphon and
holding tanks for this system. Check experimental approval only if tanks received experimental product approval from
DILHR.
VIII. Responsibility statement. Installing plumber is to fill in name, license number with appropriate prefix (e.g. MP, etc.),
address and phone number. Plumbermpst sign application form.
IX. County/ Department Use Only.
X. County/ Department Use Only.
Complete plans and specifications not smaller than 8 1/2 x 11 inches must be submitted to the county. The plans must
include the followihd: A) plot plan, drawn to scare or with complete dimensions, location ofi holding tank(s), septic
tank(s) or other treatment tanks; building sewers; wells; water mains/water service, streams and lakes; pump or siphon
tanks; distribution boxes; soil absorption systems; replacement system areas; and the location of the building served;
B) horizontal and vertical elevation reference points; C) complete specifications for pumps and controls; dose volume;
elevation differences; friction loss; pump performance curve; pump model and pump manufacturer; D) cross section
of the soil absorption system if required by the county; E) soil test data on a 115 form; and F) all sizing information.
----------------------------------------------------------------------------------------------------
GROUNDWATER SURCHARGE
1983 Wisconsin Act 410 included the creation of surcharges (fees) for a number of regulated practices which can
effect groundwater.
The monies collected through these surcharges are used for monitoring groundwater contamination investigations
and establishment of standards.
Safety and Buildings
` PO BOX 7162
MADISON WI 53707 -7162
TDD #: (608) 264 -8777
isconsin www.commerce.state.wi.us
Department of Commerce Tommy G. Thompson, Governor
Brenda J. Blanchard, Secretary
March 23, 2000
CUST ID No.224263 ATTN: POWTS INSPECTOR
ZONING OFFICE
KIM A O'CONNELL ST CROIX COUNTY SPIA
504 3RD AVE 1101 CARMICHAEL RD
OSCEOLA WI 54020 HUDSON WI 54016
RE: CONDITIONAL APPROVAL
PLAN APPROVAL EXPIRES: 03/23/2002 Identificatio s
Transaction ID N 303643
Site ID No. 188689
SITE: Please refer to both identification numbers,
Site ID: 188689 above, in all correspondence with the agency.
ST CROIX County, Town of KINNICKINNIC; CTH J
SW1 /4, SE 1/4, S13, T2 8N, R18W
Lot: 1,
FOR:
Description: NEW MOUND DWELLING 450 GPD
Object Type: POWT System Regulated Object ID No.: 653986
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. P
The following conditions shall be met during construction or installation and prior to occupancy or use: Coll
APF
A copy of the approved plans, specifications and this letter shall be on -site during construction and open to R
inspection by authorized representatives of the Department, which may include local inspectors. All permits ISI aF
required by the state or the local municipality shall be obtained prior to commencement of
construction /installation/operation.
SF E G(
Inquiries concerning this correspondence may be made to me at the telephone number listed below, or at the address
on this letterhead.
Sincerely, DATE RECEIVED 03/21/2000
FEE REQUIRED $ 180.00
FEE RECEIVED $ 180.00
ROBERT KANTER , POWTS PLAN REVIEWER BALANCE DUE $ 0.00
Integrated Services
(608)261-7735, 8:OOAM - 4:30PM, MON -FRI
RKANTER @COMMERCE.STATE.WI.US WiSMAR:T code: 7633
cc: NICK KROSKA
RECEIVED
MOUND SYSTEM DESIGN MAR
1 7 2000
INDEX AND TITLE SHEET SAFETY & BLDGS. DIV.
Project NICK KROSKA
Owner NICK KROSKA
Address 1024 FALCOLN DRIVE
RIVER FALLS WI 54022
Legal Description SW -SE -SEC 13- T28N -R18W
Township KINNICKINNIC County ST CROIX
Subdivision Name Lot No. 1
Parcel ID Number 022 - 1037 -30
Plan Transaction Number
Index and title sheet Page 1 W.T.S
�'
Mound calculations Page 2 d itionally
Mound drawings Page 3 )ROV
Pres. dist. calcs. and laterals Page 4
TDH and pump tank drawing Page 5 RENT OF CO MERCE
CURVE -PUMP Page 6
SA Y SlllL
PLOT PLAN Page 7
)RRESPOND
Designer KIM . A O O E License Number 224263
Signat Phone No. 715-755-3145
5- 55 -3145
Date 03 -16-00
I
f
Personal information you.provide may be used for secondary purposes (Privacy Law, s.15.04 (1)(m)].
sBD- 10482 -E (R.05M) Page 1 of � -
S
MOUND SYSTEM DESIGN
Inch- pounds Metric
Residential or commercial? R (r or c) (y or n) n Replacement system?
Creviced bedrock site? n (y or n)
Slope 3 %
Wastewater flow rate 450 gpd 1703 Lpd
Depth to limiting factor 26 in 66.0 cm
In situ soil infiltration rate 0.4 gpd/ft 16.3 Lpd/m
Contour line elevation 95.6 ft 29.14 m
Use standard fill depths? x Design depth? in cm
Center or end manifold a (o or O) Hole diameter 0.25 in
Lateral spacing 3.00 ft
Estimated hole space 4.00 ft
Number of laterals 2 Pump tank elevation 86.3 ft
Forcemain length 30.0 ft Forcemain diameter 2.0 in
2.067 in Actual I.D.
SYSTEM SOLUTIONS Inch-pounds Metric 5M=0 .158 W32=0.281
Estimated daily flow �gpd 1703 Lpd 3116=0.188 5ne =0.313
7M=0.219
Absorption cell
Design load rate & area 1.2 gpdte 375.0 ft 2 34.84 m
Linear loading rate (LLR) 7.14 gpd/ft 88.5 Lpd/m
Design width (A) 6.00 ft 1.83 m
Cell length (B) 63.0 ift 1920 . m
Depth of cell (F) 9.5 in 24.1 cm
Sand filter
Upslope fill depth (D) 12.0 in 30.5 cm
Downsiope fill depth (E) 14.2 in 36.1 cm
Basal area required (gpd/infiltration rate) 1125.0 ft 104.52 m
Supporting components
Topsoil depth 6.0 In 15.2 cm
Subsoil depth at center 12.0 in 30.5 cm
Subsoil depth at cell wail 6.0 in 15.2 cm
End slope toe length (K) 10.15 ft 3.09 m
Up slope toe length (J) 7.70 ft 235 m
Down slope toe length (1) 11.90 ft 3.63 m
Total mound length (L) 83.30 ft 25.39 m
Total mound width (W) 25.60 ft 7.80 m
Project: NICK KROSKA
Transaction Number: Page 2 of 7'
i
MOUND PLAN VIEW
observation pipes (typical)
J
25.6 ft
7 -
A
A-
6
.00
ft
.8
m �, 1.83 m
....:.:...::.
W B 6= 63.0 ft 19.20 m
I J = 7.70 ft 2.35 m
K i = 11.90 ft 3,63 m
K = 10,15 ft 3.09 m
L — 83.30 ft
25.391m t . obs.
YP pipe
= down slope dimension (anchored securely)
J = up slope dimension = absorption cell (AxB)
K = end slope dimension �� -° area (LxV1/)
D- (152 mm)
MOUND CROSS SECTION
lateral topsoil H subsoil cap D = 12.0 in 30.5 cm
invert 97.10 ft E = 14.2 in 36.1 cm
elev. 20 m ' ' ' ' F = 9.5 in
9.6 24.1 cm
F G= 12.0 in 30.5 cm
ASTM C33
� H = Sand Fill E 18.0 in 45.7 cm
Sys. 96.60 ft y
elev. 29.44 m 95.60 ft contour
29.14 m elev. 3 %
D = upSlope fill depth slope
E = downslope fill depth �O layer
F = absorption cell depth
G = subsoil + topsoil depth at cell wail
H = Subsoil + topsoil depth at cell center
Designer notes:
Project: NICK KROSKA
Transaction Number:
Page 3 of 7
i
PRESSURE DISTRIBUTION CALCULATIONS
Absorption cell Inch- ounds
Width (A) 6 Metric
Length f t 1 .83 m
Lateral specification 63 0 ft L L 19'2 m
Number laterals 2
Holes/lateral 16 holes
Lateral length (P) 60.00 ft
Hole diameter 1629 m
0.250 in 6.35 mm
Lat. dis, rate 18 64 gpm
Sys, dis. rate 1.18 Us
37.28 gpm 2.35 L/s
Hole Spacing (X) 48 in
121.9 cm
Lateral diameter Pipe diameter Deed
Designer must Wmm)lf
) o ovaar* 0" �c_
X' one Choice mm)
from the options m) X
Provided. X
X
X
Manifold diameter Pipe diameter o=a
on
Designer must E m) �_ Design �e
'X" one Choice 2 mm)
from the options 0 mm) x
Provided. m) x X
) x
m) x
LATERAL DIAGRAM - END CONNECTION
a era s eentere overt e
mension
`� — P Last hole drilled next to end cap a ap
All laterals are identical
IE X Holes drilled on the bottom of the lateral •
equally spaced S
Force main oonnection via tee or cross to manifold at any point.
Laterals be force main of PVC Seh 40 •
Permanent end marker
• =
[per COMM Table 84.30 -8j
Lateral length (P) Inch- ourids Metric
Lateral spacing (S) S 60.00 ft 18 m Hole spacing (X) 3.00 ft 0.91 m 48
Manifold length in 121.9 cm
Hole diameter 3.00 ft 0.91 m
Lateral diameter 0.250 in 6.4 mm
Forcemain diameter 1.50 in 40 mm
2.00 in 50 mm
Project: NICK KROSKA
Transaction Number:
Page 4 of 7
Total Dynamic Head TDH and PUMP Tank Drawing
Operational head 2.50 ft 0.76 m
Vertical lift 9.90 ft 3.02 m
Friction loss Are laterals the highest point in the
0.70 ft 0.21 m system? Yes "k' here.
Total dynamic head 13.10 X
3.99 m If no, what is the high elevation
Dose Volume
Dose i downstream of pump?
10 times lateral volume
Lateral void volume 12,7 gal 48.1 L
Minimum dose 127.0 gal 480.7 L
X Yes
Drain back
5.2 gal 19.7 L No
Dose volume 132.2 gal 500 4 L
Typical Pump Chamber Layout
In combination with state approved treatment tank. Tank construction as per Comm 83.20(3) WAC.
7� weather proof approved manhole cover with
warning label and locking device
grade levels junction box — — �-�
disconnect grade levels
4' vent pipe electric as per NEC 300 and y aRernffie
Comm 16.28 WAC outlet
location 18" (4e cm) min.
wall of pump I
chamber or �' approved
combination tank outlet join y
A Provide 114'
alarm on weep Hole or anti
Pimp on B siphon device as necessary
PUMP 87ft C Grade levels
Off eIev. m - pump tank manhole = 4" (10 cm)
minimum above finished grade
D - vent =12" (30.5 cm) minimum
above finished grade
3 " (75 mm) of bedding under tank 86.3 n Pump tank elevation
26'3 m bottom of tank
Tank manufacturer WEEKS CONCRETE PRODUCTS
Pump tank capacity 19.4 galAn
Pump tank volume 800 gal
Pump manufacturer GOULDS
Pump model number WE0311L Inches Gallons
A 24.4 473.8
Alarm manufacturer S.J.ELECTRO SYSTEM 2 38.8
C
Alarm model number 101 HW C 6.8 132.2
D $ 155.2
Project: NICK KROSKA
Transaction Number:
Page 5 of 7
I
Curves Pump '
MMRS FEET
90
25 MODEL 3855
' Solids
r--j SIZE �,��
wE 15H —
y� 70
Z ?t) W
El -- —
0 WE07H — _
15 - —t--
_ _
40 WED$
PW E 0 T"
-- - 'r-
_._
10 HE
0 10 20 JO 60 60 70 w Std 100 1 10 120 GPM
0 10 ?0
50 m'/h
CAPACITY
r"-, GOU LDS �
PUMPS. INC.
METER$ FEET
r� I O D E L. 3885
SIZE 1 /4 Solids
110 W EI$HH —
100
30 _ - 77 --,
25 w
- T - 7_
1 -- /—�—
WE05HH } I��
1
40
10 t 77 ?0 �_r_.__—_ _ - -
0 10 20 90 +0 50 tq 70 w )IQ Ii0 GPM
30 M/h
C APAC17't
•1"6 OVu144 Pampa, Inc.
E �KYY� Jury. I N:
t7
SS `!7
�f
J�04�E
• Wisconsin Department of Industry SOIL AND SITE EVALUATION REPORT Page 1 of 3
Labor and Human Relations
Division of Safety &Buildings in accord with ILHR 83.05, Wis. Adm. Code
COUNTY
Attach complete site plan on paper not less than 8 1/2 x 11 inches in size. Plan must include, but St. Croix
not limited to vertical and horizontal reference point n and % of slope, scale or PARCEL I.D. #
dimensioned, north arrow, and location and distpric"e to`nearest;io A:,, 022- 1037 -30
APPLICANT INFORMATION - PLEASE "IN � T ALL FORMATION REV,4EWED BY DATE
. l� yes 9�
PROPERTY OWNER: PROPERTY LOCATION
John Afdahl GOVT. LOT SW 1/4 SE 1/4,S13 T 28 N,R 18 f (or) W
PROPERTY OWNER':S MAILING ADDRESS , '" 10T# I BLOCK # SUBD. NAME OR CSM #
346 Cty. Rd. "W° 1 na csm Dendin
CITY, STATE ZIP CO E PHONE �K []CITY (]VILLAGE 19OWN NEAREST ROAD
Hammond, WI. 54015 471�Fi - r Kinnickinnic Ct Rd. "J"
Ic ] New Construction Use [x] Residential / Wd* bid rWTis 4 (] Addition to existing building
(] Replacement [ ] Public or commercial describe
Code derived daily flow 600 gpd Recommended design loading rate _ bed, gpd /ft trench, gpd/ft
Absorption area required 500 bed, ft 500 trench, ft Maximum design loading rate • 4 bed, gpd /ft .5 trench, gpd/ft
Recommended infiltration surface elevation(s) 96.55 ft (as referred to site plan benchmark)
Additional design / site considerations system el based on contour line of el. 95.55
Parent material glacial drift Flood plain elevation, if applicable • na ft
tU= table for system CONVENTIONAL MOUND IN- GROUND PRESSURE AT -GRADE SYSTEM IN FILL HOLDING TANK
suitabl e for s stem O S CCU N S O U O S CC ❑ S �$U ❑ S CC El S �] U
SOIL DESCRIPTION REPORT
Depth Dominant Color Mottles Texture Structure Consistence Roots GPD /ft
Boring # Horizon in. Munseil Qu. Sz. Cont. Color Gr. Sz. Sh. Bed Twich
1 0 -11 10yr3 /3 none 1 2msbk mfr gw 2f .5 .6
2 1 11-26 10yr4 /4 none sicl 2msbk mfr gw if .4 .5
Ground 3 26 -50 10yr4 /6 c2d 7.5yr5/6 scl lcsbk mfr na na .2 .3
elev.
95 ft.
Depth to
limiting
factor
26"
Remarks:
Boring # 1 0 -12 10yr3 /3 none 1 2csbk mfr gw 2f .5 .6
2 2 12 -26 10yr4 /4 none , sicl 2msbk mfr gw if .4 .5
3 26 -35 10yr4 /6 c2d 7.5yr5/6 scl lcsbk mfr gw na .2 .3
Ground 4 1 35-50 10 r6/2 2d 7.5 r5/6 cl M na na na n n elev. y y A P
96 ft.
Depth to
limiting
fact
Remarks:
CST Name: -- Please Print Gary L. Steel Phone: 715 -246 -6200
Address: 1554 200th. Axe. New Richrrwnd, WI 54017
Signature: Date: 9 - - CST Number: m02298
PROPERTY OWNER John Mdahl SOIL DESCRIPTION REPORT Paget of
PARCEL I.D. # 022 - 1037 -30
Depth Dominant Color Mottles Structure GPD /ft
Boring # Horizon Texture Consistence Boundary Roots
in. Munsell Qu. Sz. Cont. Color Gr. Sz. Sh. Bed Trench
^ 1 0 -13 1 r
2 13 -24 10 r4/4 none sicl 2msbk Mfr if .4 .5
..................
Y �
31 10 - r4 n one s
Ground 3 24 y /6 o cl lcsbk mfr gw if .2 .3
elev.
94 n, 4 31 -55 10yr4 /6 c2d 7.5yr5/6 scl lcsbk mfr na na .2 .3
Depth to
limiting
factor
Remarks:
Boring #
Ground
elev.
ft.
Depth to
limiting
factor
Remarks:
Boring #
Ground
elev.
ft.
Depth to
limiting
factor
Remarks:
Boring #
Ground
elev.
ft.
Depth to
limiting
factor
Remarks:
SBD- 8330 (R.05 /92)
STEEL'S SOIL SERVICE
Gary L. Steel 1554 200th Ave.
John Afdahl
CSTM2298 SW4SE4 S13- T28N -R18W New Richmond, WI 54017
MPRSW -3254 town of Rinnicxinnic (715) 246 -6200
I lot #1 -csm
N
1 =40'
BM.= nail in Aspen tree C el. 100'
Alt. BM.= nail in Boxelder tree @ el. 98.75
n
77 3z8
m
Gary L. Steel
9 -2 -98
sianic TANK lMtAINWAKS AOXIaONT..
AND
oWNWHIP 0ATI ICAV FORM
n u tr
Mai ,10 mo d''' �- ter,.
._ tii�i A<ldtist , � � 1 V � s ` J �� �'' -� -
.Property Address
t Verrf iestlon reau�►c t �r,,,u ;rl�narsS pc�hnlrnt fer new tsnWuctioa)
CitylState Parcel tdentil'catiotl Numbse
I.F Srjit�?F.;S�
Property LoCatit3n � '�. " •, S CC. � TN - R _LW, Town of h t
Sibdivision Tacit 0 ,•
�Cemined survey Map N , voiurtte �a , Pale M w „�,
warrnnty Deed Aare N ,,,.,..�,..__ .0'
Spec house 0 yes *0 Lo liras identifiable 0(yes Q na
YCT �u MA�M'T?N "
imp ►opetuseand meirtenanceaf Yr�' `chi c �yat.m :nutd •e.u't in itaprarrlstute fatl,14 to handle wastet Proper ma,nte..anee 'x
to - laists of fumpins out he teptrc tank e'er, ':ret Yeats er somr, kf needed by a li:emed pumotr. Wl'•et you PJt iet011 -4 sysie*•
esft sf'(ec1 t-1c futtetlon of th4 %to to talk 411 a reale"fin stets 1n ')14 `41te disposes tyltert,
The propetty owwr sSrees to 10mit 'o Si Got% Zoning D epertmem a cartiftcitioa tonr:" lipstd by the tawhet ind 4p.
to stet 4mber, journl ih .Umber, rasttittcd p,umber or a fle4nsed pLmret o,enfy tit teat !) the on•site waiteweterdimosat I
a P ! y'n P
s •n proper opwnttng cend,r,en anNor (•1 a "c w%mcclion and Panto tic (if necessary). the septic tank it lest that. 117 611 of ssudgr(
i
1'w:, the .ender isled 112yz " 111: 'Ao'st rc4u '01':01 an+s at,,ec 10 ,t11111(a90 pit pr1-71c iC yage di*01111 sysim w;th Ac $I & , -,dar*
act re.th, re►eoe, at aN by the Depsrttles! or Cuitm. crte and i11r rkpirm - 4m or luarul -al Aeict+rres, Sure of WiaeansA. Cert
stating chat your sapttc sysitm has bect M3 rtalmed must so mmi-Ieted ar..', returned to ft St Croitr Court"y 29 b!llce wrihrtl `0 !
days of the :h►'ee year espiretton dolt, 1
t *9 , J F.
DATE
SI ,. ATyRF OF AMICANT !
w TM
t (We) eettify that all s+ite'rltnts vn :h;s roan on I.Ad to the trill of ray tour! tulawted�e 1 (wy an+ tare) 9-4 ewrttdal
the pmPatty deaenbed above, by Y,rwe of 4 m rraety 4od teeotded iii ftetitiet of 04441 ornes, ,
StiiN�TL��' GP /i1 '
•••••• Any imlor+teulon than ,s rnn•representtd tYey reauk 1a the eaattary permit Wins Nvrkst by 1111 ZotiiM t�e101111 1a^t
'
'
•" Include with tala epptitsttee' a C spy urn af 04 eenihede the Re !stet of � oMee
a e rimy met if rr4tweenae is 04 40 io +he wrtrfadq Ned
ere a - artoa�.ts•a a�Ka s,ot�>ts w� �egoe rat— ss•.se
`o
voL 1397fac[406
s96:3Lae7
Document Number WARRANTY DEED KATHLEEN H. WALSH
REGISTER OF DEEDS
This Deed, made between, ST. CROIX CO., WI
John D Afdahl and Mary Behling Afdahl RECEIVED FOR RECORD
husband and wife Grantor,
and, Nichofas TKroska and Pamela L Kroska 01 -20 -1999. 1:5 -Px-
husband and wife, as survivorship marital property Grantee. YAWA[!4TY DEED
EXEMPT I
Witnesseth, That the said Grantor, for a valuable consideration of one dollar and CERT COPY FEE:
other valuable consideration conveys to Grantee the below described real estate in COPY FEE:
St. Croix County, State of Wisconsin. TRANSFER FEE: 294.70
RECORDING FEE: 10.00
This is not homestead property. PAGES: 1
Together with all and singular hereditaments and appurtenances thereunto
belonging;
And Grantor
warrants that the title is good, indefeasible in fee simple and free and clear of
encumbrances except Recordin 'Area
easements, covenants, and restrictions of record, Name and etum Address
and will warrant and defend the same. Nich as J. a Pamela L. Kroska
(Parcel Identification Number) 10 Falcon Drive
022 - 1037 -30 verG 3 54022
022- 1067 -30
Part of SW 1/4 of SE 1/4 of Section 13 and part of NW 1/4 of NE 1/4 of Section 24, All in 28 -18 described as
follows: Lot 1 of Certified Survey map filed December 29, 1998 in Vol. 13, Page 3584, Doc. No. 594639.
Together with 66 foot access easement as described in vol. 1390, Page 635, Doc. No. 594640.
Dated this 18 day of Januar 9
'Jo D Afdahl 'Mary Be "g g Afd
AUTHENTICATION ACKNOWLEDGMENT
Signature(s) STATE OF WISCONSIN
COUNTY ST. CROIX
Personally came before me this 18day ofJanuary,19Q19e
above named John D Afdahl
authenticated this day of Mar Behling Afdahl to
me wn to b, he person(s) who executed the foregoing
signature instru en
9 t and nowiedge the same.
type or print name s;Q ur
ty or print name Brenda Poulin
TITLE: MEMBER STATE BAR OF WISCONSIN Notary Public County, . St . Cro3.X ,
(If not, My F ommissiQn is permanent. (If not, state expiration date:
authorized byd706.06, Wis. Stats.) i l / 19/ 2000 )
THIS INSTRUMENT WAS DRAFTED BY 'Names of persons signing in any capacity should be typed or
Robert F. Wall printed below their signatures.
(Signatures may be authenticated or acknowledged. Both are not Bretada Poulin
necessary.)
Notary Put,tic
State of - Ms-.")r.`:;n
y J
594639
C DR.
SEC. 13 CERTIFIED SURVEY MAP
SEC,
LOCATED IN PART OF THE SW 1 OF THE SE 1 OF
o SECTION 13, AND PART OF THE NW 114 OF THE NE 1/4 0
SECTION 24 ALL IN T28N, R 18W, TOWN OF KINNICKINNIC,
= ST. CROIX COUNTY, WISCONSIN.
66' ACCESS EASEMENT IN
VOL.L��12__FG _ OWNER
a
c : I TO C. T. , H. J.
C - is JOHN AFDAHL
_ o
I MARY BEHLING AFDAHL
I� UNPLATTED LANDS 346 CTY, RD, 'W'
`Z7 -- - - - - -- W o D �� HAMMOND, WI 54015
a N89 °59 "W 666.84' ��� Ih
6.0 600.84' ' m r i a rn
o y
y m z
I� Z N l
I C o M. 70
° - Ib c
� w° w° o � 3
,b CD I� a
m SOUTH LINE OF THE ; SE CDR.
S1/4 CDR. SE1 /4 OF SEC. 13 SEC. 13 rj
SEC. 13 N8 °58'05 "E N88 °58'05 "E� w
x X NORTH LINE OF THE 667,12' a "`� 2001,35'
' NE CDR. d
N1/4 CDR. _jl NE1 /4 OF SEC. 24 SEC. 24
SEC. 24
r
a
Z
z£ c
M rr1 Z 3
ul ° L
CD o
r o
O Z CA i � Z
fl) m w I p
rl
Ic� F) o O I� 1,0
I� N I�
rri I �
I� ` y nnDEC
I�
CD
LoT 1 J ��