HomeMy WebLinkAbout022-1033-30-130 Wisconsin Department of Commerce PRIVATE SEWAGE SYSTEM County: St. Croix
Safety and EuikJing Division
INSPECTION REPORT Sanitary Permit No: 420738 0
GEN INFORMATION (ATTACH TO PERMIT) State Plan ID No:
Personal information you provide may be used for secondary purposes [Privacy Law, s.15.04 (1)(m)].
Permit Holder's Name: City Village X Township Parcel Tax No:
Firle, Shawn & Jenna I Kinnickinnic Township 022 - 1033 -30 -130
CST BM Elev: Insp. BM Elev: BM Description: p e, Q Section/Town /Range /Map No:
'/ 00 • a /0 0,0 B 1-n ! 12.28.18.179A40
TANK INFORMATION ELEVATION DATA
TYPE MANUFACTURER CAPACITY STATION S 1W FS ELEV
Septic Benchmark � 0-1)
( a
b rT• �— T 7• I v
Dosing Alt. BM S T Cov
Aeration Bldg. Sewer 'J
,Ix 9z_
Holding St/Ht Inlet
107.E r��oP 92. o
TANK SETBACK INFORMATION St/Ht Outlet —_
TANK TO P/L LL LDG. Ve�Air Intake ROAD Dt Inlet
\tja r t
Septic , z1J Dt Bottom ��,•
� U r `'� 3 � • � i 1Q
Dosing � � �►.�
. a
Aeration Dist e p ' I • ' I Dr /
I as 6� - 1 't`
Holding Bot. System'"
PUMP /SIPHON INFORMATION Final
Manufacturer Demand St Cover
GPM jtlA lL � 4 l -
Model Number ^_ 9-7 'D10 G4 , vA ✓" _ =
TDH Lift / _��� Friction 41s yste�n Head TDH 5t 10v 1 O
Forcemain l!J Len th Dia. N ( Deist. to yVelt (/ 7 pv� � - 73
7
SOIL ABSORPTION SYSTEM cb 3 : / _5A
BED/TRENCH Width ^ Len th No. Of Trenches
PIT DIMEI�ISIONS No. Of Pits Inside Dia. Liquid Depth
Let J
DIMENSIONS /
SETBACK SYSTEM TO P/L Vj BLDG IWELL LAKE /STREAM EAC ING Manufacturer:
INFORMATION Typ Of ystem: CH ER OR
// �� / IT Model Number:
DISTRIBUTION SYSTEM 4- /af dyJ /'►4a
Header /Man fold Distribu on j x Hole Size x H le Spacing Vit In k
h Pipes) If / 1 !� 7 v Length Dia Length Dia_ Spacing d �'
SOIL COVER x Pressure Systems Only xx Mound Or t - Grade Systems Only
Depth Over a . pth Over xx Depth of xx Seeded /Sodded xx Mulched
Bedrrrench Center ed/Trench Edges Topsoil Ll Yes [7] No Yes (] No
COMMENTS: (Include code discrepencies, persons present, etc.) Inspection #1: 1-,2 / 4� 3 Inspection #2: / 3 / 0- 3
Location: River Falls, WI 54022 (SW 1/4 NE 1/4 12 T28N R18W) NA Lot 3 77 �I�/� -� d / Parcel No: 2. 8.179A40
1.) Alt BM Description WO W � 1 _ � / 3 — ak°-
2.) Bldg sewer length = C j �` _ , VYIa C,41kk, jr
- amount of cover = ( 1 0 O
l � '
Plan revision Required? j ] Yes No 2 �r
Use other side for additional information. )��
SBD -6710 (R.3/97) Date Insepctor's fg.nature Cert. No.
Safety and Buildings Division County
201 W. Washington Ave., P.O. Box 7162 5 C (� /x
N visconsin Madison, WI 53707 - 7162 Site Address V`s` �
Department of Commerce
Sanitary Permit Application Sanitary Permit Number d0 �3
In accord with Comm 83.21, Wis. Adm. Code, personal information you provide
may be used for second purposes Privacy Law, s15.04(l) (m) El Check if Revision S , !
I. Application Information - Please Print All Information Staje I.D.
7
erty Owner's Name Parcel Number
Property Owner's Mailing Address Property Location
Z� Z JS6N IV A 04- / tk VG;R; S / i T? !! N, R
City, State Zip Code Phone Number Lot Number Block Number
ll// Subdivision Name CSM Number
-Ko Z Z- �Zto 'S ZS V16 11Y1200 ?030
H. Type of Building (check all that apply) RECEIVED ❑City
1 or 2 Family Dwelling - Number of Bedrooms ❑Village
El Public /Commercial - Describe Use
It IUUJ
Township
❑ State Owned /'Lf/l�/jjd �/q k f'P7 �, A .i7 Nearest Road
` , �, GL- /,.D
III. Type of Permit: (Check only one box on line A numbe 1 use). Complete line B if applicable)
A.
1 XNeW 2 ❑ Replacement System 3 [1 Replacement of 6 ❑ Addition to For County use
System I Tank Only Existine S stem
B. ❑ Check if Sanitary Permit Previously Issued Permit Number Date Issued
IV. Type of Permit: (Check all that apply) (numbering scheme is for internal use)
44 ❑ Non - Pressurized In- Ground 21gMound <� Zy " S o l 1 47 ❑ Sand Filter 50 ❑ Constructed Wetland
22 ❑ Pressurized In- Ground 41 ❑ Holding Tank 48 ❑ Single Pass 51 ❑ Drip Line
45 ❑ At -Grade 46 ❑ Aerobic Treatment Unit 49 ❑ Recirculating 30 ❑ Other
V. Dispersal/Treat ent Area Information: _R" /200
Design Flow (gpd) Dispersal Area Dispersal Area Soil Ap#lication PdrcolatioA Rate System Elevation Final Grade
Required Proposed Rate(Gals. /Days /Sq.Ft.) (Min. /Inch) Elevation
VI. Tank Info Capacity in Total Number M cturer Prefab Site Steel Fiber Plastic
Gallons Gallons of Tanks Concrete Constructed Glass
New Existing
Tanks Tanks
Septic or Holding Tank Z CI
��
Dosing Chamber Q� C,& �-y rQ n
VII. Responsibility Statement- I, the undersigned, assume responsibility for installation of the POWTS shown on the attached plans.
Business Phone Number
ber's Name (Print) Plum s Signatur MP /MFRS Number
D6 AJC z2 6 � Z > �
Plumber's Address (Street, City, State, Zip ode)
6 144 R./f2_1- ct
VIII. ount Department Use Onl
Approved ❑ Disapproved Sanitary Permit Fee (includes Groundwater Date Issued I tng Age / iignature o Stamps)
Surch Fee) 3j
❑ arge
Owner Given Initial Adverse 3
Determination
IX. �Cond itions of Approval/Reasons for Disapproval 02 ' " a
6 �h- Y 3
/ I�G� ^ A w c plans (to the Coun o y) for the syste� on pape not less t a 81 /2s in size�� /!g.",
SBD -6398 (R. 05101) &ft, 0 I
'7+22�rt, 7
C:��'�.ed / O.Ph /�,�,svwn, . � tfiyc�✓ �Q,n 4 ���¢.�Cv� -..J ��� • a o�
ST. CROIX COUNTY
WISCONSIN
rrrxxrrx■ � - .....
ZONING OFFICE
ST. CROIX COUNTY GOVERNMENT CENTER
1101 Carmichael Road
Hudson, WI 54016 -7710
EROSION CONTROL PLAN (715) 386 -4680 • Fax (715) 386 -4686
For Lot 3, (address pending) Division Ave. (Kinnickinnic) — owner(s) Shawn & Jenna Firle
Under St. Croix County Zoning Code 17.70(3)(b)5: "The (Zoning) Administrator may attach reasonable erosion
prevention conditions to a permit approved for issuance."
The owner is responsible for notifying all contractors performing construction on this site that an
Erosion Control Plan is in effect and the following activities will be required in order to maintain
compliance with the plan:
1. The main source for construction site runoff will be the house foundation excavation, driveway, and any soil
stockpiled until final grading and stabilization is complete. Septic system excavation/installation contributes
to temporary disturbance, but establishing cover on exposed soils will prevent erosion. Maintain existing
vegetation to extent possible and plan to apply seed and mulch as recommended in #5.
2. Divert contaminated runoff into vegetated buffer areas by creating temporary earthen berms, graded
ALONG CONTOUR, between excavated areas and any drainage ditches or waterways. Diversions,
temporary retention areas, and/or sediment control products must be installed prior to construction to
contain runoff on owner's property. Drainage ditch along Division Avenue routes road runoff south to a
tributary of Parker Creek, which needs protection from additional sources of contaminated water.
3. If builder /excavator grades the site to create temporary diversions (see #2) to contain sediment and leaves
adequate vegetative cover to protect areas of concern, installation of silt fence may not be necessary. Silt
fence or other approved sediment control products will be required if sediment cannot be contained on
owner's property with the diversions and vegetative buffers. The POWTS inspector will evaluate ESC plan
effectiveness and make recommendations to owner and building inspector for any action required to comply
with applicable regulations.
4. Construction equipment and vehicles must use only one driveway access off county /town road that is
properly stabilized for heavy equipment; this helps avoid muddy, rutted conditions that may allow
contaminated runoff to reach waterways and/or drainage ditches. This includes cement trucks, well drillers,
and other contractor's vehicles that access the property during construction. All vehicles, except those used
for mound installation, MUST stay off the entire mound site to prevent damage that would make it
unacceptable for use.
5. Stabilize new topsoil cover over septic system with seed and mulch immediately after installation — do not
wait for final stabilization and/or landscaping of entire site to cover exposed soils on the system. If weather
does not permit seed germination, a heavy straw mulch cover will prevent erosion until grass /vegetation can
get established. Erosion control matting can be applied any time of year and if installed properly, will
provide protection even if seed germination is delayed.
The owner of record during site construction will be responsible for compliance with the ESC Plan.
Owners have submitted a site diagram indicating erosion and sediment controls planned. Please feel
free to contact me with questions or ask for assistance with erosion sediment trol installation.
Prepared by: Pamela Quinn, Soil Erosion Inspector #66505 u • , • • .
Owner acknowledgement of ESC Plan reguirements: _/ •' 12 3.
i
r
PLOT PLAN
Scale 1 " =50 'Page 3 of
1
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NOTES:
1. Elevations shown are existing ground elevations unless otherwise noted.
2. Install 4" observation pipes with approved caps. ( Z required).
3. Septic tank to be gallon capacity manufactured by
EfR C - L ) K ►,j R - L800 ZP�DEL L
<'1 TeR
4. Bench marks ; S �� A-j3oy
5. Divert surface water around system to prevent pondin at the uphill side.
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Safety and Buildings
4003 N KINNEY COULEE RD
LA CROSSE WI 54601-1831
TDD #: (608) 264-8777
www. commerce. state mi. us1sb
-visconsin www.wisconsin.gov
Department of Commerce
Jim Doyle, Governor
Cory L. Nettles, Secretary
March 10, 200
CUST ID No.267341 ATTN: PO WTS Inspector
ARTHUR L WEGERER ZONING OFFICE
WEGERER SOIL TESTING & DESIGN SERVICE ST CROIX COUNTY SPIA
PO BOX 74 110 1 CARMICHAEL RD
RIVER FALLS WI 54022 HUDSON WI 54016
CONDITIONAL APPROVAL 46-J - ` 4' � 1 26 73f
PLAN APPROVAL EXPIRES: 03/10/2005 Identification Numbers
Transaction ID No. 844559
SITE: Site ID No. 656423
Shawn & Jenna Firle Please refer to both identification numbers,
Division Ave above, in all correspondence with the agency. j
Town of Kinnickinnic
St Croix County
SWI/4, NEI/4, S12, T28N, R18W
FOR:
Description: Four Bedroom Mound System
Object Type: POWT System Regulated Object ID No.: 894168
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 10 1.0 1 (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:
General Approval Requirements:
0 This system is to be constructed and located in accordance with the enclosed approved plans and with the
"Mound Component Manual for Private Onsite Wastewater Systems VERSION 2.0" SBD-10691-P (N.01/01)
and the "Pressure Distribution Component Manual for Private Onsite Wastewater Treatment Systems VERSION
2.0" SBD-10706-P (N.01/01).
0 Per manual cited above, limited activities are allowed in the area 15 feet down slope of the component area.
Soil compaction, excavation, vehicular traffic and other similar activities that impact the treatment and dispersal
are prohibited.
- The well must be a minimum of 25 feet from any POWTS tank, and a minimum of 50 feet from the absorption
area. chs. NR 811 & 812c
ffondly . A Sanitary Permit must be obtained from the county where this project is located in accordance with the
IOVED requirements of Sec. 145.135 and 145.19, Wis. Stats.
I
OF COMMERCE . Inspection of the private sewage system installation is required. Arrangements for inspection shall be made with the
PPAX,qPUILDINGS
designated county official in accordance with the provisions of See. 145.20(2)(d), Wis. Stat
SPONDE Comm 83.22(7) 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.
ARTHUR L WEGERER Page 2 3/10/03
j
Owner Responsibilities:
Y- - Comm 83.52 Responsibilities. The owner of a POWTS shall be responsible for ensuring that the operation and
p g p
maintenance of the POWTS occurs in accordance with this chapter and the approved management p lan under s.
p pP management
Comm 83.54(1).
• Comm 83.52(2) A POWTS that is not maintained in accordance with the approved management plan or as
required under s. Comm 83.54(4) shall be considered a human health hazard.
• Comm 83.55 The owner is responsible for submitting a maintenance verification report acceptable to the county
for maintenance tracking purposes. Reports shall be submitted at intervals appropriate for the component(s)
utilized in the POWTS.
All permits required by the state or the local municipality shall be obtained prior to commencement of
construct ion /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 ma
on this 1 th ead.
�The ove lef t addressee shall provide a copy of this letter to the owner and any others who are responsible installatio nance o the POWTS.
Sincerely, Fee Required $ 175.00
Fee Received $ 175.00
Balance Due $ 0.00
Charles L Bratz
POWTS Reviewer II , Integrated Services WiSMART code: 7633
(608)789 -7893 , 7:45 am - 4:30 pm Monday - Friday
c bratz @commerce. state. wi. us
cc: Leroy G Jansky , Wastewater Specialist, (715) 726 -2544
I
TITLE SHEET
f of '7
FOUND SYSTEMH
FOR �q ` j
A
__Y_ BEDROOM RESIDEiVf f7 ee
This plan a � D �+�
has been prepared p p red in accordance with the M � /�,
Manual SBD 10691 -P and the Pressure Distrib ual BD-1 nent
ution P•Ianual SBD- 10706 -P
(N.01 101) (N.01 101)
LOCATED IN THE S�o 1/4 OF THE JJ5 1/4 OF SECTION �Z. , T Z8 N, R N FJ W,
TOWN" OF C 1 V3 ry I , SI , � X COUNTY, WISCONSIN.
wT 3 O�
ash-1 -
s
INDEX
PAGE 1 of 7 TITLE SHEET
PAGE 2 Of 7 SYSTEM MANAGEMENT PLAN
PAGE 3 cf 7 PLOT PLAN
PAGE 4 of 7 PLAN VIEW -CROSS SECTION
PAGE 5 of 7 DISTRIBUTION PIPE LAYOUT
PAGE 6 of 7 PUMPING CHAMBER CROSS SECTION
PAGE 7 of 7 PUMP PERFORMANCE CURVE
PREPARED FOR
C)�v�) S QI , J O�
PREPARED BY
WEGEFr<EF:Z SO I L .TEST I 1\1 C3
AND.
DES = (3" SEF?V I CE
P.O. Box 74 421 N.Main St.
River Falls, WI 54022
Phone 715- 425 -0165 ���,P�
Fax 715 - 425 - 6864 °'b�
f ti� r
CA V-h
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NOf,
2
SEE GQRRE
JOB NO. O 3 —
Mound System Management Plan p age Z of /
Pursuant to Comm 83.54, Wis. Adm. Code
Septic Tank LIJ073i
The septic tank shrill be maintained by an individual certified to service septic tanks under s.
tic tan P 281.48 Slats. The
P k shall be i contents of the
septic disposed of in accordance with NR 113, Wis. Adm. Code. The operating condition of the septic tank and
outlet filter shall be assessed at least once every 3 years by inspection. The outlet filter shall be cleaned as necessary to
ensure proper operation. The filter cartridge should not be removed unless provisions are made to retain solids in the tank that
may slough off the filter when removed from its enclosure. If the filter is equipped with an alarm, the filter shall be serviced if
the alarm is activated continuously. Intermittent filter alarms may indicate surge flows or an impending continuous alarm. The
septic tank shall have its contents removed when the volume of sludge and scum in the tank exceeds 113 the liquid
the tank. If the contents of the tank are not removed at the time of a triennial assessment, maintenance personnel) shall advise
the owner of when the next service needs to be performed to maintain less than maximum scum and sludge accumulation in
the tank. The addition of biological or chemical additives to enhance septic tank performance is generally not required.
However, if such products are used they shall be approved for septic tank use by the Department of Commerce, Safety and
Buildings Division.
Pump Tank
The pump (dosing) tank shall be inspected at least once every 3 years. All switches, alarms, and pumps shall be tested to
verify proper operation. If an effluent filter is installed within the tank it shall be inspected and serviced as necessary.
Mound and Pressure Distribution S stem
No trees or shrubs should be planted on the mound. Plantings may be made around the mound's perimeter, and the mound
shall be seeded and mulched as necessary to prevent erosion and to provide some protection from frost penetration. Traffic
(other than for vegetative maintenance) on the mound is not recommended since soil compaction may hinder aeration of the
infiltrative surface within the mound and snow compaction in the winter will promote frost penetration. Cold weather
installations (October- February) dictate that the mound be heavily mulched for frost protection.
Influent quality into the mound system may not exceed 220 mg /L BOD5, 150 mg /L TSS, and 30 mg /L FOG. Influent flow may
not exceed maximum design flow specified in the permit for this installation.
The pressure distribution system is provided with a flushing point at the end of each lateral, and it is recommended that each
lateral be flushed of accumulated solids at least once every 18 months. When a pressure test is performed it should be
compared to the initial test when the system was installed to determine if orifice clogging has occurred and if orifice cleaning is
required to maintain equal distribution within the dispersal cell.
Observation pipes within the dispersal cell shall be checked for effluent ponding. Ponding levels shall be reported to the owner,
and any levels above 4 inches considered as an impending hydraulic failure requiring additional, more frequent monitoring.
General
This system shall be operated in accordance with Comm 82 -84 Wis. Adm. Code, and shall maintained in accordance with its'
component manual [ - nd local or state rules pertaining to system maintenance and maintenance
reporting. 5�3O P
No one should ever enter a septic or pump tank since dangerous gases may be present that could cause death. Septic and
Pump tank abandonment shall be in accordance with Comm 83.33, Wis. Adm. Code when the tanks are no longer used as
POWTS components.
Septic or pump tank manhole risers, access risers and covers should be inspected for water tightness and soundness. Access
openings used for service and assessment shall be sealed watertight upon the completion of service. Any opening deemed
unsound, defective, or subject to failure must be replaced. Exposed access openings greater than 8- inches in diameter shall
be secured by an effective locking device to prevent accidental or unauthorized entry into a tank or component.
Contingency Plan
If the septic tank or any of its components become defective the tank or component shall be repaired or replaced to keep the
system in proper operating condition.
If the dosing ank um p g '
9 , pump, Pump controls, alarm or related wiring becomes defective the defective component shall be
immediately repaired or replaced with a component of the same or equal performance.
If the mound component fails to accept wastewater or begins to discharge wastewater to the ground surface, it will be repaired I
or replaced in its' present location by increasing basal area if toe leakage occurs or by removing biologically clogged adsorption
and dispersal media, and related piping, and replacing said components as deemed necessary to bring the system into proper
Operating condition.
Questions about the operation or maintenance of this system should be directed to:
The County Zoning Office at �S_ 3g (� _ Lj 680 Sr-
The system installer at �$— Z- — 4 (I ��{ IVt�gplV
The tank manufacturer at $��_ ZS S(o WLL��Z
The effluent filter manufacturer at S ?tiZ Zfh3Z7-
The pump manufacturer at 1 4 L _Zt &L?—
PLOT PLAN
Scale 1 " =S0 Page 3 of
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7- 7' Tp SZ.O-w L10L
NOTES: -
1. Elevations shown are existing ground elevations unless otherwise noted.
2. Install 4" observation pipes with approved caps. ( Z required).
3. Septic tank to be \ Zppf$pp gallon capacity manufactured by
� Cu1JC j J kl / R t8(7o ZP03LL F1 L
4. Bench marker S� =k )\j E
�. Divert surface water around system to prevent ponding at the uphill side.
Page 9 Or - 1
r
Approved Synthetic Cove-ing
ASTM C33 - Distribution Pipe
Medium Sand
Topsoil - _H =; ,- F IG Elev . 103. S
_-�-
3 E
b t 0
T% Slope
Distribution Cell of Force Main Plowed
Z" to 2 Z" Aggregate From Pump Layer
Fr
E Z -L 3 Ft.
CROSS SECTION OF A MOUND SYSTEK F o.0 Ft.
a ;i Io
v G o. S Ft.
✓� ; ������� A Ft. H l.o Ft.
�S •
Linear Loading Rate 0 GPD /LN FT B 7 Ft.
Design Loading Rate =0.3 /SQ FT j 1 6 Ft.
J - 7 Ft.
K 11 Ft.
L g q Ft.
W 3Z Ft.
j observation Pipe
E � K
A o— - - - - - /6$ - - -- --- - - - - -- ----- - - - - -- —� --- - --
W--- - - -- - -- - - -- — ---------- -------- - --�-o Force Main
-- -- - - - - -- ftcc�s
. Distribution - � -1 �
Pipe •
Cell of a „ to 2 z
aggregate
Observation Pipe
(Aachbr se=ely )
• PLAN VIEW OF A MOUND SYSTEX
Distribution Pipe Layout Page S of
Place the holes at the bottom of the distribution pipes
at equal spacing. Remove all burrs from the pipe and holes.
Extend the end of each lateral up with the use of Ion; turn or 45" fitting to a point within six
inches of the final grade. Terminate the ends of the laterals with a valve,:threaded cap or
threaded plug. Provide access from final grade for the valve, threaded car) or threaded plug.
. 7-t P_ 1 L . � \S
Lateral Manifold Lateral L.
X X X X Xfl x!2 X X X X
Lateral Length — Lateral Length — P
Distribution Line
P C- r�CCs sox
—
rpsu�w�
S
PVC r oQG� n RiN
i
o —_
Pl -SFt. Hole Diameter 1 /6 Inch
5 3 Ft. Lateral I Inches)
X 3 f Inches Manifold Z Inches
Force Main " Inches
I of holes /pipe 11
Invert Elevation of.Laterals o Ft.
D �;
1114-1 _-ql; y.s1 x 6 ; z.,-).o6
- Combination Sept'c�Tank and
PUMP CHAMBER CROSS SECTION AND SPECIFICATIOAIS' PAGE OF
•VEIJT CAP WEATHER PROOF
JUIJCTlOQ BOX .
'i'C.Z. VENT PIPE APPROVED LOCKIMG
10' FROM OOOR, MAWHOLE COVER PJIV
.ilQDOW OF FRESH 2 wARtJ111G LNSEL..
� S' IPE AIR IIJ TAKE coraDUlr
' w lt�tCZTI s tt� �t•P �, t ,
FINlS� 6`+�w. cpq i Yrmw.
�Mpvoc
It3'I'11A1. � ---- - - - - --
\
IAJLET �" PROVIDE f —
AIRTt:�HT SEAL i lil
: ^ I(
I
Approved ZMEL '� I Approved
joint w/ 19_L4�Q0 I joint w/
PVC pipe 6 .I ALARM PVC pipe
. I I
I I ou
� •f I
LLEY. FT. I
PUMP --J
OFF
o .
COIJCKETE
BLOCK
RISER EXIT PERMITTED OiJLy IF TAw MA1JUFACTUR7 HAS SUCH APPROVAL SEW Na.I<p
�BlzOt� t N4
SEPTIC F SPEGIFICATIOIJS
DOSE _
TAIJK MA►JUFACTUitCR: IJLIMESER OF DOSES: S^
PER DA..
TAWK 51ZC: _ 1 Z00 /SOO GALLOUS DOSE VOLUME
ALARM I'SAIJUFACTURCR: S.S', EL��u SYS'i}��,�I IAICLUDIIJ 6ACKIrLDW _ 13 3 � GALLON:
MC)DC:L ►DUMBER: CAPACITIES: A= 18
(/ IAICHES OR L �O' 3 GALLOU5
SWITCH TyPC: -- � �Z -�UQ�7 g = Z - S
PUMP P'IAUUFACTU IIJCHES'OR RCR: C = OR 133 GALL01.lS
MODEL I.JUMHER: — � t �� D IMC H�ES_OR ZZZ ' y 6ALL0u5
5WITCH TYPE: ZeUZ MOTE: PUMP AMD ALARM ARE TO L i
MIMIMUM D15CKARGE RATE Z -6(, A INSTALLED '0W SEPARATE CIRCUITS
VERTICAL DIFFERENCE 15ETWEIIJ PUMP OFF AUD- DISTRIBUTIOU PIPE.. 13' V7 FEET
+ MI►J IMUM M SUPPLY PRESSURE , _ 6 -SO FEET
+ 13Q FEET OF FORCE MAIN Y, �'b� F OFZFRiCTIOU FACTOR Z, f FEET
TOTAL Dy1JAMIC HEAD = z —_� FEET
As per manufacturer Z - 2 - gal /in. Liquid depth 36`'
.w
�PcG E �7 OF - 1
ME40 Series
4I10 HP Effluent
and Drain Water Pumps
Performance Curve
MODEL ME40 EFFLUENT PUMP
CAPACITY LITERS PER MINUTE
0 50 100 150 200 250 300 350
40
12
35
30
10 to
W W
H
H 25 8 f
Z
Q 2.1.1f3 F-+
= 20 6 W
J _
H 15 J
21- 4 !
10 F
5 2
O
0 10 20 30 40 50 60 70 80 90 100
CAPACITY GALLONS PER MINUTE
1101 Myers Parkway, Ashland, Ohio 44805 -1923
419/289 -1144 FAX 419/289 -6658 Telex 98 -7443
K3326 7/91
Printed in U.S.A.
KINNICKINNIC PLAT T -28 -N • R -18 -W
E
(Umdownen) See Page 112 For Addithtnai Names.
WARREN PAGE 32
10D0 1100 60th AVE 120 1300 1400 1500
7' rk•F tr 1 _.I Dan$ W 20 $M23 a
N F n s�-,ee t Shnonwn E
� 5 Len I Vorwald 9 t ' �/ "°' 17 z Farm Inc :9
4i
N
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>•�
ER RD 19 $�.j 1 zza .m = 193 �..
F •�. _ O Galin Is 4 3 4 , Ir YY¢
Heinbuch tr n,.,,
2 36 v 40 z soo 40 , • a.�e.s s' g , .�. T rust
w Robert $
59 g L7 a
s Y lama. Paul ii
Alvin a • z Barbara u TROUT Garbe
-1 c _ 3 . a Sandn a I a > , Ickle J° v 5 BROOK 7z
a$v i wtc6 120 _389 N
' 9andee> 6o m 118 �� , 170 t RD 52 W� ebl
�- - - -- w t G.r
usan
•sa m •c a "°a K , t Knob w z 8 , • FaO u w to Dina G�
xv a star e. pr T . n Oss boa a 35 tr Arnold $
x 1�
s S Marcella
< "' �Ec kne 1 to o• m�J p �•( <> o a vw • :.r Marvin / s ,x,. m Trust
MIR wr,•r'm. a
1S7 2 , 4 w^ ' O i s 3 .. r Johnson 1 180 s 160 1 80 80 ss p 1
a � J u . s rs 8 < a 65 ¢ Jr J -
SS 107 d �' > r s , 160 Uj 4 , penhdme 266 , GC o tr n
s v t I B r „ !* a � • w STEEPLE DR a PLEA rn :
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>; �� a tr tarbad Pal � x Qi s e e s,.m t4, d )ohn < _ I iNi 11I J hx a s— Bear. ekelson ww Emholt: � Mor
z Agron
117 tr 4
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2 122 2 154 186 i ~ , : 4 in C Todd VT �' c a o `aD N ALL tr i Wulf a
dl �s a ee # : 77, v. ¢ Esther ✓ t Na IVES bnnie
- gggt a tawe «,i
Donald ¢ O r Fuller Christensen �� Rive r3 c>at• LL7 at In1
QQ tt1L, $Gbria m_ „ Trust � 53 ua Inc 72 10 oe,. a o
_ �d Mueller 208 '' _ 12 - Is 57 x _ 154 aR t§ _ 391{, - ■®.s u /o exs °°c x0
arm a ,� _ f . z E7 E ' �I Terese ¢ 3¢ tr Glenn $ n° Iert 'Sae- Q •� 1 �... -oma 1 BetLmdorf (t 80
n3 a lei t u' Faller I so eLL� s Z 20
o. — tl Nelson
r a Ac �Par8 eu Rebeacu eNN�O tr ¢ 140 Fam09 Rita a ,$ s r g
1 - 40 -1 m e LLP 120 ,pNN le,dab 5 ORT 176 ' G OAK DR
tr R r ^° •sse- 31 3 « ,� Howard KRV ` O
Daniel " a 5 ,1. 19 °N D 15
1 t[KA rr
Aim i r aw 1 u r 30 DR ER . tr 40 Gordon Robert Jr $ �
` r _ , t tta s 9 t G I Reiatlty a' $1
>K ss _ iY s _¢�. 6 � • ' s s3 '9 _ I 30 _ 25_0 80� 160 8
ev twat ✓ tr ww v ttdtb t Leota JJ Q �• R ®® pp"' r e�sa • 1..�
(s T 1 ¢ RRa w 1 "` ' Andrea River Ns•.aw dd , E xS Y Fa• 40
a s as a ♦ -x w R EN DR u
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1 •9� Q ur s St K ors t r 1 i 7ttsst O 2e G • '_5 N u3 Su to A.
t D ue 27 Wa _ . ... _ d 3
tr 5oder s ,Mae s
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o m _
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z W p Vernon Stanity C 91 •ae a en H„y Ar� r aa y 63 Trost n
ao �Oa.W , aPuee Peskar Peskae Rose Adeline K
",RP Peskar I His. ¢ krar
67 _ } 104 316_ _ : } 30 _ ^ .� 1 `� 4Q _� M so' 3s KKessla _ _ 20
O HA
0_
-� LO R
e Mobik 65 Gerald r rp r z tr 14 3" ' orgest_ - ?�"• oa'aO`a I W Cudds
?ma 6Z Hame Court $ Carol w 33 � - ` a ON son O war6we • Nw Gary
s • W111tams m O '� a f 3 to VA 73 54 1 40 ¢ w w' J
m John ' J¢ n S-k, avav• o in
aeb. semks om
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R � � A ` r. 3G 126P 110 T51 M 8
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Tucd 40 3 � 40 1 196 > ar
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J $ Rtdh ,• w� m P � J0 Grace I
04 Pahic a p �
y lee Trust
1001 s' SCi N � 141
PIERCE CO. COTTONWOOD LN
The �
Kinnickinnic
River
Land Rick McMonagle
— Trmt Executive Director
15425 -5738 phone 219 N. Main St.
15425 -5771 fax PO Box 87
anniRLTC&pressenter.com River Falls, W1 54022
aruarving n—wal resources and scenic beauty in the Kinnickinnic watershed
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 ;
Attach complete site plan on paper not less than 8 1/2 x 11 inches in size. Plan must
include, but not limited to: vertical and horizontal reference point (BM), direction and
percent slope, scale or dimensions, north arrow, and location and distance to nearest roa Pd+ �}Z G / 0 33-3 c— / -
Please print all information Reviewe by Date
Personal information you provide may be used for secondary purposes (Privacy Law. s. 15.04 (1) (m) S U N �T t7
Property Owner Property Lo on
S7. CRUIX. L�U'V' ,
�On412_. I`3;�� F�Aw1c�r� a�scry Gnvt_Inr �'6C00 a� T a N R 1 g E(o W
Property Owner's Mailing Address Lot # Block # Subd. Name or CSM
)qS 3 N" — C��ZUpOS� cs�i
City State Zip Code Phone Number ❑ City []Village R Town Nearest Road
F.oB�S I.v1 S�OZ� (� 15 �lZs�s�zq ` lzi,J lv - D IU L S /ON �)vE:-
® New Construction Use: Residential / Number of bedrooms Code derived design now rate 0 GPD
❑ Replacement ❑ Public or commercial - Describe:
Parent material Flood Plain elevation if applicable CV A ft
General comments
and recommendations: �pU� �� 9 � �" +
acs (J'117)
Y-1 l >\J t M U rq 1 " oF- SA)--b H Lt_.
E Boring # ❑ Boring
® pit Ground surface elev. ft. Depth to limiting factor 8 in.
Soil Application Rate
Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots GPD /ft
in. Munsell Qu. Sz. Cont. Color Gr. Sz. Sh. 'Eff#1 'Eff#2
If < b'n
Boring # ❑ Boring
® pit Ground surface elev. q Q • Y g, Depth to limiting factor in.
- -- FS Application Rate
Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots GPD/ftz
in. Munsell Qu. Sz. Cont Color Gr. Sz. Sh. •Eff#1 'Eff#2
Z ti 31 t��231 — si I Z sbk mF�- C s �� -S •S
31 - - S� yIS� C1��.SK25�� sic) pi,,, - C� • o
Effluent #1 = BOD > 30 < 220 mg/L and TSS >30 < 150 mg/L ' Effluent #2 = BOD, < 30 mg/L and TSS < 30 mg/L
CST Name (Please Print) Lgnalu CST Number
Arthur L. Wegerer L) � 9 ' 3 220254
Address W e g e r e r Soil Testing & Design Service Date Evaluation Conducted Telephone Number
421 N. Main St. River Falls, WI 54022 6 - Zq--0 Z ,..715 -425 -0165
s
'roperty Owner \apj S N Parcel ID # PEKJ 1 1J G
Page 2.. of 3
Boring # ❑ Boring S
Pit Ground surface elev. 0 3 ft. Depth to limiting factor In.
Soil Application Rate
Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots GPD /ft'
In. Munsell Qu. Sz. Cont. Color Gr. Sz. Sh. •Eff#1 'Eff#2
1 0--113 ) o'l 1Z. Z! - sz 1 z�sb� Mai- cw z-� • s - b
Z )D -l9 h -'34 _ s> I LIP b � y,
Vp' - V/I LV - �,s `12 s Ig sL C � sb►z M�- 1J - - Z-
� 3
-2.s 'trzy 1y
SLL�� G 1122
Boring # ❑ Boring
❑ Pit Ground surface elev. ft. Depth to limiting factor In.
Soil Application Rate
Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots GPD /ft
In. Munsell Qu. Sz. Cont. Color Gr. Sz. Sh. 'Eff#1 'Eff#2
Boring # ❑ Boring
❑ Pit Ground surface elev. ft. Depth to limiting factor in.
Soil Application Rate
iodzon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots GPD /ft'
In. Munsell Qu. Sz. Cont. Color Gr. Sz. Sh. •Eff#1 •Eff#2
Effluent #1 = BOD > 30 < 220 mg /L and TSS >30 < 150 mg /; ' 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 608- 264 -8777.
BD -8330 (R.6100)
PLOT PLAN Page of 3
Scale 1'= SO'
t • LuT 'L
L1�1 - 3 `tom v.',, L1�
DoT 3
r
cn
J
In
to3 � o �• 3
- --- -- -103
a c'
co nhvv2 �, �o
80 m or ee.Q eL. ID3.S
S�
' 8Q•
Ab
a
bQ NO ° �- U►'1PP�T otZ r
• D ls`tU 123 '�,S �z � ,�, y
J
0 x_100
y�L. )LDIpj U ti 3
� 715- 42,5 -0165 220254 Z_ 1 3 q —3
CST Signature bate Telephone ITo. CST No. Job PTO.
Feb 25 03 08:49p Shawn & Jenna Firle 715 -426 -6633 p.l
93/13/1995 94:48 7152737753 NELSON PLUMBING PAGE 81
ST C COUNTY
SEPTIC TANK MAINTENANCE AGREEMENT
AND
OWNERSHIP CERTIFICAT;ON FORM
Owfter/a> - y o;)
Mailing Address ; ads 4 101
Property Address 3 sr ADZ 9j kXe 1 t3 -
(Verification required from Fllaning Department for new construction)
City/stata r 1 . 6Q 6 Parcel Identification Number Q ' Ida 3 3 0 •1-411V-
LEGAL DESCRIPTIOD!
Property Location StT t /., ,Vf tl., Sec. i � - , T - I iW, Town of
Subdivision C /� , Lot # 3
Certified Survey Map # -7c) 3 0 , Volume /�� , Page # KZ 8
Warranty Deed - 2 2 ! , Volume _2 3 , Page # Z 3
Spec house O yes $k no Lot litres identifiable 9 yes 0 oo
S_X_ STEN MAIN TENANCE
Imptoperuse and m4intenaaeeof youT septic system could result in its premature failure to liandle wastes. Froper maiatcnattcc
consists of Pumping out the septic caulk every three years or sooner, if needed by a licensed pumper. What you put into the system
can affect the function of the septic tack as a treatment stage in the waste disposal system.
The property owner agrees to submit to St. Croix Zoning Department a certification form, signed by the owner and by a
master plumber, jourtseytnan plumber, restricted plumber or a licensed pumper verifying that (I) the on -site wastewatcrdisposal system
is is proper operating condition andlor (2) after inspection and ptuaping (if accessary), the septic tank is less than 113 full of sludge.
I/we, the undemigrred have read the above requ$erneots and agree to maintain the private sewage disposal system with the standards
set foNy herein, as get by the Deparmlent of Commode end the Depanment of Natural Resources, State of Wisconsin. CcrtjCatiOR
stating ' 11141 your septic system has been maintained must be completed and returned to the St. Croix County Zoning Office within 30
days of three year expiration date.
f1 l.Zgf
SIGNATURE OF App ICAO DATE
MAR N
I (we) certify that all statements on this form are time to the best of my (out) knowledge. I ('wc) ant arc the owner(s) of
the grope described above, by virtue of a warranty decd recorded in Register' of Deeds Office.
SIGNATURE OF APPLICANT l I DATE
'••"' Any information that is mis- represented may result in the sanitary permit being revoked by the Zoning Department. 01710
'• ""'lad's with this appliestiont it stamped warranty deed from die Register of Deeds office
a copy of the certified survey map if reference is made in the warranty deed
I
7 1 239
DOCUMENT NUMBER KATHLEEN H. WALSH
F WARRANTY DEED REGISTER OF DEEDS
ST. CROIX Co.. WI
RECEIVED FOR RECORD
Theodore P. Benson and Pamela Benson, husband and wife as survivorship 03/06/2003 09 ;00AM
marital property, Grantor, conveys and warrants to Shawn M. Firle and
Jenna L. Firle, husband and wife as survivorship marital property, EXEMP
Grantee, the following described real estate in St. Croix County, State REC FEE
of Wisconsin: TRANS FEE:
178
0
COPY FEE:
LOT THREE (3) OF CERTIFIED SURVEY MAP IN VOLUME SIXTEEN (16) OF CERT COPY FEE:
CE RTIFIED S 28, AS DOCUMENT NUMBER 703057 FILED IN
PAGES: 1
THE ST. CROIX COUNTY REGISTER OF DEEDS OFFICE ON DECEMBER 19, 2002,
BEING LOCATED IN THE SOUTHWEST QUARTER OF THE NORTHEAST QUARTER (SW 1/4
OF NE 1/4) OF SECTION TWELVE (12), TOWNSHIP TWENTY EIGHT (28) NORTH,
RANGE EIGHTEEN (18) WEST, TOWN OF KINNICKINNIC.
Together with easement over Outlot 1 of said Certified Survey Map. NAME AND RETURN ADDRESS
-AC-KAP. PTAC-
Subject to Division Avenue right of way. G 2&4 fe3,-,. C+
R; vu- Jr..
03 -o y
022 - 1033 -30 -100
Parcel Identification Nu er
This is not homestead property.
Exception to warranties:
All easements, restrictions and rights -of -way of record, if any.
Dated this a s day of February, 2003.
(SEAL) / ~� ���/ (SEAL)
Theodore P. Benson
(SEAL) pmnc� (SEAL)
Pamela Benson
AUTHENTICATION ACKNOWLEDGMENT
Signature(s) STATE OF WISCONSIN )
) ss.
COUNTY ) ¢
authenticated this day of 2003 Personally came before me this. �2 day of February,
2003, the above namaF.- ..pgdore P. Benson and Pamela
(signature) Benson to me knqwn§W&tb@ a persons who executed the
foreg 'ng instYiim nowledge the same.
(Name Printed or 'Hoed) i
TITLE: MEMBER STATE BAR OF WISCONSIN (Signature)
,!f not,
authorized by §706.06, Wis. Stats.) * `if /. Name Printed or ed
otary '¢C: • Z * County, Wis.
THIS INSTRUMENT WAS DRAFTED $Y: N
Leo A. Beskar, Attorney My comm�l� e. .eft Yf not, expiration date:)
RODLI , BESKAR, BOLES & KRUEGER, S.C.
219 North Main Street, P.O. Box 138
River Falls, WI 54022 ����„� ����,,,•"
jr
CERTIJ P=- SUR EY MAP
h P. aid.Powela P- "
lncatctit rrr�avrtrJrheSou[1�w �, gfd� 1�u►rlr�arl i. of Jecrinn J ?.
Tir►arshyr 2a Aiontl� Rca�e 1$ JP� Tarok o,►,kPnvtrckirnri� -
St Cmir C *"
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t+ � " : C
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:T 1 .. 28tZ' mom•. 93p1.
��CY -' , _17 �B1Y>zS _. Std"lW+t7 E se+ax_ fa�
g. LOT 3 W W�
M" _i3, °._ F � , to 174, ► CR4MAC. {
urro ra xwc
a+�Erer
�Yt ?. � .'� •A 'f o bd11917F 1•W'QQzYd'llgdr�� � ` , •'M
° e A2 K+r �Allk YF7, • 1.19 �6/YW. FIi
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SHEfr i OF 2
I EE99 - 90b - SIG alJtj euuar I umeyS e?e:Ti ED *1 Jew
- APPUZOVEU 703rb5?
fann,r.'�• VOL _PAGE 4428
KATHLEEN H. WALSH
OEC j g Zn0? REGISTER OF DEEDS
ST. CRO I X CO. L M I
RECEIVED FOR K ECORD
I iot rocorcau .ti,c,0,1, .,G .. 12/19/2002 04:00PM
ap oval date approva► shall j:•: REC FEE: 13.00
.uu"iia veld COPY FEE: 3.00 PAGGS1 CERTIFIED SURVEY MAP ,
Theodore P. and Pamela R. Benson
Located in part of the Southwest 1 /4 of the Northeast 1 / 4 of Section 12,
Township 28 North, Range 18 West, Town of Kinnickinnic, eXic 05A1 /v /yy,?8
St. Croix County, Wisconsin.
022- 10333 -30- /z0 1
oWNERT ADDRE Le t
1453 COUNTY TRUNK HIGHWAY "N"
ROBERTS, WI 54023 D.Z,2 - /0 ,5 3 - 3 0 - /30 /7 94-
got 3
NORTH 1/4 CORNER p
SECTION 12,T28N,R18IN OZZ- /0,33 .-,V.. 179,4
(FOUND COUNTY BERNTSEN MW
7'O
vu fA
N
BEARII4K3SARE
W 7HENOR111•SOM 114
S1MT1ON LMEOFSECTION 12,
T 28 N, R 18 W, ASSIMED AS
N 00'08'44" W.
UNPLATTED LANDS
SCALE IN FEET 1"=2W --------- - - - - -- -- - - - - -- I J
33
4 S 88 °58'43" E 504.39' 'j • I
16o 6 10 2 0 471.38.
� � -311 OT 1 33 .ox � ..
3 NOTE - 2
I OUTLOT 1 CONTAINS 15,840 SQUARE 174,349 SQ. FT. OR 4.002 AC. 100.
FEET OR 0.364 ACRES. (13,662 SQUARE ( 940 SQ. FT. OR 5741 AC. I
FEET OR 0.314 ACRES EXCLUDING D(CLUD►NG ROAD Iq R
ROAD RIGHT OF WAY.) RIGHT OF WA1)�
3 OUTLOT 1 IS A PRNATE DRNEWAY o • ------ - �'!ex �
EASEMENT FOR INGRESS AND EGRESS $ o - N 88.58'43" W 504.33' - Q
TO LOTS 2 AND 3. THE DRIVEWAY MUST z ; $ - 47137 - - 33.
• ; I ��,
ENTER ONTO LOTS 2 AND 3 A MIVIMUM 264.33 _ 240.W _ +
OF 200 FEET WEST OF THE CENTMJNE N 88 W S 0 T
LOT 1 OFDMS/ONAVENUE • ! " 4 z Ig Z �! 264.32' 40.
CERTIFIED - - 471.31'- 33.01'•` ' !79/�
------ - - - - -- UNPLA7TED.LAL1lD_S j . _ - 88 . - — - E 504.37 - 33 SURVEY MAP .s LOT 3
VOLUME
174,330 LOT
FT. OR 4.002 AC. � 100 S 3
_15,;'
, 1 14920 SQ. FT. OR 3.740 AC. j H
_ , I;X�.L . _VG ROAD SIGHT OF - I
PAGE_ 4094 N
PE VOLUAV PA Z WAY) BUM D" MCK
SE
-•� RECaRDS 179 ,4- 5/0 33.0x.
/ — SWCORNER `>R — — N 88_58'43' W 45 8.57' — L 471.27
c.0 �a LOT 1 88 °8'43" VI► `x.28'_ b ,, (:��
---------------------
06. —+e
----- - - - - -- - -- W
----- - - - - --
SOUTH LpJE 1KNE1,W — S 88'58'43' E 1335.60' — — — -
SE CORNER
UNPLATTED LANDS
I Ca
g r,0N , LEGEND
DATED• INDICATES 1-114'0.D. x 18" IRON PIPE
MAY 17, 2002 I
• LAURENCE • O QI
� y y. � SET (MMI. WT. -1.13 LB.tiW. FT.) ;
* : M6 RP 3 : * • INDICATES 1 -1W O.D. IRON PFE FOUND
• LL
FA • A SOIL BORINGS ( PROPOSED SEPTIC SYSTE
SOUTH 114 CORNER • W I, i I '
SECTION 1z T 28 N R 18 IN '. •' J Z '
(FOUND 1AW C.D. IRON FM ' • •... • • • !` SECTION CORNER MONUMENT (AS NOTED)
��� LANG SJ
TwS INSTRUMENT DRAFTED BYJERALD L. CARS SHEET 1 OF 2
Vol. 16 Page 4428
RECEI T CROIX COUNTY
= - WISCONSIN
�..H.a..: AR 0 2 003 ZONING OFFICE
- ST. CR IX COUNTY GOVERNMENT CENTER
iX GUUN I 'f
1101 Carmichael Road
ZON ING OFFICE Hudson, WI 54016 -7710
EROSION CONTROL PLAN (715) 386 -4680 - Fax (715) 386 -4686
For Lot 3, (address pending) Division Ave. (Kinnickinnic ) — owner(s) Shawn & Jenna Firle
Under St. Croix County Zoning Code 17.70(3)(b)5: "The (Zoning) Administrator may attach reasonable erosion
prevention conditions to a permit approved for issuance."
The owner is responsible for notifying all contractors performing construction on this site that an
Erosion Control Plan is in effect and the following activities will be required in order to maintain
compliance with the plan:
1. The main source for construction site runoff will be the house foundation excavation, driveway, and any soil
stockpiled until final grading and stabilization is complete. Septic system excavation/installation contributes
to temporary disturbance, but establishing cover on exposed soils will prevent erosion. Maintain existing
vegetation to extent possible and plan to apply seed and mulch as recommended in #5.
2. Divert contaminated runoff into vegetated buffer areas by creating temporary earthen berms, graded
ALONG CONTOUR, between excavated areas and any drainage ditches or waterways. Diversions,
temporary retention areas, and/or sediment control products must be installed prior to construction to
contain runoff on owner's property. Drainage ditch along Division Avenue routes road runoff south to a
tributary of Parker Creek, which needs protection from additional sources of contaminated water.
3. If builder /excavator grades the site to create temporary diversions (see #2) to contain sediment and leaves
adequate vegetative cover to protect areas of concern, installation of silt fence may not be necessary. Silt
fence or other approved sediment control products will be required if sediment cannot be contained on
owner's property with the diversions and vegetative buffers. The POWTS inspector will evaluate ESC plan
effectiveness and make recommendations to owner and building inspector for any action required to comply
with applicable regulations.
4. Construction equipment and vehicles must use only one driveway access off county /town road that is
properly stabilized for heavy equipment; this helps avoid muddy, rutted conditions that may allow
co ru noff to reach waterways and/or drainage ditclics. T h is Ii chides cement track - 3, well drillers,
and other contractor's vehicles that access the property during construction. All vehicles, except those used
for mound installation, MUST stay off the entire mound site to prevent damage that would make it
unacceptable for use.
5. Stabilize new topsoil cover over septic system with seed and mulch immediately after installation — do not
wait for final stabilization and/or landscaping of entire site to cover exposed soils on the system. If weather
does not permit seed germination, a heavy straw mulch cover will prevent erosion until grass /vegetation can
get established. Erosion control matting can be applied any time of year and if installed properly, will
provide protection even if seed germination is delayed.
The owner of record during site construction will be responsible for compliance with the ESC Plan.
Owners have submitted a site diagram indicating erosion and sediment controls planned. Please feel
free to contact me with questions or ask for assistance with erosion sediment trol installation.
Prepared by Pamela Quinn, Soil Erosion Inspector #665054/r�� Gwv►.�
Owner acknowledgement of ESC Plan requirements: / vZ /2003
Parbel #: 022 - 1033 -30 -130 08/04/2006 04:00 PM
PAGE 1 OF 1
Alt. Parcel #: 12.28.18.179A -40 022 - TOWN OF KINNICKINNIC
Current X! ST. CROIX COUNTY, WISCONSIN
Creation Date Historical Date Map # Sales Area Application # Permit # Permit Type
00 0
Tax Address: Owner(s): O = Current Owner, C = Current Co -Owner
SHAWN M & JENNA L FIRLE O - FIRLE, SHAWN M & JENNA L
460 DIVISION AVE
ROBERTS WI 54023
Districts: SC = School SP = Special Property Address(es): ' = Primary
Type Dist # Description * 460 DIVISION AVE
SC 4893 RIVER FALLS
SP 0100 CHIP VALLEY VOTECH
Legal Description: Acres: 4.002 Plat: 4428 -CSM 16/4428
SEC 12 T28N R18W SW NE LOT 3 CSM 16/4428 Block/Condo Bldg: LOT 03
Tract(s): (Sec- Twn -Rng 401/4 1601/4)
12- 28N -18W SW NE
Notes. Parcel History. .
Date Doc # Vol /Page Type
07/11/2003 729856 2311/37 EZ -U
03/06/2003 712239 2163/234 WD
07/12/2001 650908 1678/464 QC
2006 SUMMARY Bill #: Fair Market Value: Assessed with:
0
Valuations: Last Changed: 08/10/2005
Description Class Acres Land Improve Total State Reason
RESIDENTIAL G1 4.002 70,000 304,100 374,100 NO
Totals for 2006:
General Property 4.002 70,000 304,100 374,100
Woodland 0.000 0 0
Totals for 2005:
General Property 4.002 70,000 304,100 374,100
Woodland 0.000 0 0
Lottery Credit: Claim Count: 1 Certification Date: Batch #: 574
Specials:
User Special Code Category Amount
Special Assessments Special Charges Delinquent Charges
Total 0.00 0.00 0.00
Standard Erosion Control Plan
for 1 & 2 Family Dwelling Construction Sites`
z
According to Chapters ILHR 20 & 21 of the Wisconsin Uniform Dwelling Code, a soil erosion control plan needs
to be submitted and approved prior to the issuance of building permits for 1 & 2 family dwelling units in those
where he soil eros ion control p rovisions of he Uniform Dwelling , jurisdictions e t eros o o p o t g Code are enforced. This Stan-
dard Erosion Control Plan is provided to assist in meeting this requirement.
Instructions:
1. Complete this plan by filling in requested information, completing the site diagram and marking ( ✓) appropriate boxes
on the inside of this form.
2. In completing the site diagram, give consideration to potential erosion that may occur before, during, and after grading.
Water runoff patterns can change significantly as a site is reshaped.
3. Submit this plan at the time of building permit application.
Site Diag Scale: 1 inch = mac' feet
EROSION
CONTROL PLAN
LEGEND
PROPERTY
LINE
EXISTING
DRAINAGE
TD TEMPORARY
DIVERSION
FINISHED
-' DRAINAGE
1 ` _ LIMITS OF
GRADING
" Al + SILT
J_ �� ` FENCE
J
STRAW
wo Z BALES
GRAVEL
O VEGETATION
SPECIFICATION
® TREE
PRESERVATIO
r STOCKPILEr
SOIL
C)
c
Please indicate r G
by completing tP
arrow below.
N f
PF aJECT LOCATION 1dF 3 Ave. 1&ilek-b I✓�
�i.� ►. t i.% L� �i .^ C f
BUILDER OWNER
1
SHEETCOMPI-.ETEDBY- ____--, -- win
fir...., - -- DATE - _3 ' PLO
EROSION CONTROL PLAN CHECKLIST
Check ( ✓) appropriate boxes below, and complete the site diagram with necessary information.
F� 4�
Site Characteristics
IJ North arrow, scale, and site boundary. Indicate and name adjacent streets or roadways.
❑ ly" Location of existing drainageways, streams, rivers, lakes, wetlands or wells.
❑ e Location of storm sewer inlets.
Location of existing and proposed buildings and paved areas.
Cr The disturbed area on the lot.
Approximate gradient and direction of slopes before grading operations.
1!r Approximate gradient and direction of slopes,afterfinal grading operations.
( ❑ Overland runoff (sheet flow) coming onto the site from adjacent areas.
Erosion Control Practices
❑ Location of temporary soil storage piles.
Note: Soil storage piles should be placed behind a sediment fence, a 10 foot wide vegetative strip, or should be
�/ covered with a tarp or more than 25 feet from any downslope road or drainageway.
L� Location of gravel access drive(s).
Note: Gravel drive should have 2 to 3 inch aggregate stone laid at least 7 feet wide and 6 inches thick.
Drives should extend from the roadway 50 feet or to the house foundation (whichever is less).
V ❑ Location of sediment controls (filter fabric fence, straw bale fence or 10 -foot wide vegetative strips) that will pre -
vent eroded soil from leaving the site.
❑ 1 ET' Location of sediment barriers around on -site storm sewer inlets.
❑ Location of diversions.
Note: Although not specifically required by code, it is recommended that concentrated flow (drainageways) be
diverted (re- directed) around disturbed areas. Overland runoff (sheet flow) from adjacent areas greater than
10,000 sq. ft. should also be diverted around disturbed areas.
❑ 1 Location of practices that will be applied to control erosion on steep slopes (greater than 12% grade).
Note: Such practices include maintaining existing vegetation, placement of additional sediment fences, diversions,
and re- vegetation by sodding or by seeding with use of erosion control mats.
❑ L( Location of practices that will control erosion in areas of concentrated runoff flow.
Note: Unstabilized drainageways, ditches, diversions, and inlets should be protected from erosion through use of
such practices as in- channel fabric or straw bale barriers, erosion control mats, staked sod, and rock rip -rap.
When used, a given in- channel barrier should not receive drainage from more than two acres of unpaved
area, or one acre of paved area. In- channel practices should not be installed in perennial streams (streams
with year -round flow.)
❑ I�( Location of other planned practices not already noted.
a
c \ c Indicate management strategy by checking ( ✓) the appropriate box:
Management Strategies
C9 ❑ Temporary stabilization of disturbed areas.
Note: ft is recommended that disturbed areas and soil piles left inactive for extended periods of time be stabilized
by seeding (between April 1st and September 15th), or by other cover, such as tatping or mulching.
C� Permanent stabilization of site by re- vegetation or other means as soon as possible (lawn establishment).
Indicate re- vegetation method: Seed V Sod ❑ Other ❑
Expected date of permanent re- vegetation: 1 -1- 0
Re- vegetation responsibility of: Builder ❑ Owner /Buyer L°f
Is temporary seeding or mulching planned if site is not seeded by Sept. 15 or sodded by Nov. 15? Yes F� No ❑
L°1 ❑ Use of downspout and /or sump pump outlet extensions.
Note: It is recommended that flow from downspouts and sump pump outlets be routed through plastic drainage
pipe to stable areas such as established sod or pavement.
❑ Trapping sediment during dewatering operations.
Note: Sediment -laden discharge water from pumping operations should be ponded behind a sediment barrier until
most of the sediment settles out.
E Proper disposal of building material waste so that pollutants and debris are not carried off -site by wind or water.
l� Maintenance of erosion control practices.
• Sediment will be removed from behind sediment fences and barriers before it reaches a depth that is equal to
half the barrier's height.
• Breaks and a s in sediment fences and barriers will repaired immediately. Decom straw b ales will b e
gp be r e e a s
P Y P 9
replaced (typical bale life is three months).
• All sediment that moves off -site due to construction activity will be cleaned up before the end of the same workday.
• All sediment that moves off -site due to storm events will be cleaned up before the end of the next workday.
• Gravel access drives will be maintained throughout construction.
• All installed erosion control practices will be maintained until the disturbed areas they protect are stabilized.
For more assistance on plan preparation, refer to Chapters ILHR 20 & 21 of the Wisconsin Uniform Dwelling Code,
the DNR Wisconsin Construction Site Best Management Handbook, and UW- Extension publication Erosion Control for
Home Builders.
The Wisconsin Uniform Dwelling Code and the Wisconsin Construction Site Best Management Handbook are available
through State of Wisconsin Document Sales, 608/266 -3558.
Erosion Control for Home Builders (GWQ001) can be ordered through Cooperative Extension Publications, 608/262 -3346
or the Department of Industry, Labor and Human Relations, 608/267 -9360.