HomeMy WebLinkAbout040-1225-40-000 r"' CROIX C
PLA NNING &. ZONING
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n April 26, 2010
Bill Karis, contractor
r,
_s For John & Cindy Baker
548 Briana Lane
Hudson, WI 54016
RE: POWTS Setback Inspection, Sanitary Permit #307686
Code Administrat
715 - 386 -4680
Location of Property: St. Croix County, Wisconsin
Landrnformation & Municipality: Troy Township
Planning Subdivision or Plat: Glover Hills
715 - 386 -4674
SE 1/4 of SE % of Section 9, T28N, R1 9W
Real Prop Lot Number: 4
715.3 677 Address: 548 Briana Lane
Re cling
i
�
-386 -4675 Dear Mr. & Mrs. Baker:
At the request of your building contractor, a structural setback inspection by county staff
was completed at the above referenced property on June 28, 2010. You are proposing to
add a three - season porch to your existing exterior wall and need to make sure the septic
tank and drainfield will continue to meet Dept. of Commerce setbacks from a habitable
dwelling. I provided Bill with a copy of your POWTS as -built for reference.
The distance between the septic tank and the house foundation wall is 14 feet and the
proposed porch will extend over the top of the tank. The purpose of horizontal setback
F distances from a building foundation to a POWTS exterior, subsurface treatment or tank
component is for safety in the event of component failure, to help insure access during
inspection or maintenance service, and to protect the POWTS from damage. As proposed,
there will be approximately 5 feet of clearance between the porch floor and the manhole
cover on the tank, which will allow safe access for maintenance and routine service. The
support columns for the porch must meet the minimum five (5) foot horizontal setback from
the tank, which is approximately 7 feet in diameter. The in- ground absorption field must be
a minimum of 10 feet from the support columns to be in compliance with WI Dept. of
�a
Commerce Comm. 83 code requirements.
If you have any question regarding this wastewater treatment system, please contact our
office at 715.386.4680.
Si
am Z Quinn., POWTS Inspector #665054
Cc: Brian Wert, Town of Troy Bldg. Inspector
i.!:wv.aa4N'. 'dH'vWtla.'NXi18!!k:+!a'FIN F+'154Tt8!Mti4HAXO avvi:9X 4BY!AIN -1II F Gu 4MW!4GY;d!pliaBe'.&WAYn.ry. eannu9:4 _• . ' 'WN�4[&�I:'k .»aur.av!tl.
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ST. CROIX COUNTY GOVERNMENT CENTER
110 1 CARMICHAEL ROAD, HUDSON, W1 54016 715.386 - 4686 FAX
PZPCO. SAINT- CROIX. W1. US W W W. CO. SAI NT -C ROIX. W I. U S
2715 Post Road
�. Stevens Point, Wisconsin 54481
f >,scvnsin (715) 345 -5334
Department of Commerce Scott McCaUum,Governor
Philip Edw. Albert, Acting Secretary
MEMORANDUM
DATE: 03/15/02
TO: POWTS Plan Reviewers
Wastewater Specialists
County Code Administrators
Interested Parties
FROM: Roman A. Kaminski, Program Manager
715/345-5334 —
5/345 5334 voice 715/345 -5269 —fax
rkaminski(7a commerce state aR us — e -mail
SUBJECT: Horizontal Setback Distances from Build in s and thePQbjeets
s. Comm 81.01(38), Wis. Adm. Code
s. Comm 83.43(8)(1), Wis. Adm. Code
A question has arisen regarding how to measure the horizontal setback distance from a building
to a POWTS exterior, subsurface treatment or holding tank component. Section Comm
81.01(38), Wis. Adm. Code, defines a building as a "structure for support, shelter, or enclosure
of persons or property". This includes a deck. The definition does not specify what portion of a
building should be used when a horizontal setback measurement is made.
Section Comm 83.43(8)(1), Table 83.43 -1, Wis. Adm. Code, includes a horizontal setback
distance from a building to a POWTS exterior, subsurface treatment or holding tank component.
There are several purposes for including this horizontal setback in the Comm 83 code. One
purpose stated in the code is safety in the event of component failure. Another purpose is to
protect the POWTS treatment or holding components from physical damage. And still another
purpose is to help insure that all components may be accessed safely when inspection,
servicing or maintenance is needed.
To address the concern about physical damage it is appropriate to measure the horizontal
setback distance from the foundation, footing, column or pier at the outside edge of a building to
a POWTS treatment or holding component. The horizontal setback distance does not have to
be measured from portions of a building such as a roof overhang, a building extension that
protrudes beyond a footing or foundation wall or a cantilevered deck. However, access
provisions for the POWTS t r hold 172 TACe5s c o mponent must be addressed.
� e � �� 25�
Construction pre - planning can eliminate future problems with maintaining proper horizontal
setback distances and adequate access. If the horizontal setback cannot be maintained, a
petition for variance to s. Comm 83.43(8)(1), Table 83.43 -1, Wis. Adm. Code must be submitted.
There are no specific horizontal setback -distances for other objects. Evaluation of the proposed
placement or construction of objects other than buildings should focus concern on potential
damage and access issues for any POWTS components that could be affected by the proposed
object.
If you have any questions, please feel free to call. Thanks!
Kevin Grabau
From: Jansky, Leroy [Ijansky @commerce.state.wi.us]
Sent: Tuesday, May 08, 2001 2:38 PM
To: arron oun y; re ner, s anger, Rod; Farmer, Darryll; Helgeson, Mike; Herrick,
Cleo; Jain, Kenneth; Koehler, Jim; Peterson, Dan; Peterson, Larry; Shambeau, Jay; Spanel,
Gary; Tesky, CeCe
Cc: Fugill, Ross; Janzen, Mathew; Lippert, Carl; Schultz, Karl; Sorenson, Dennis; Steiner, Duane;
Wendorf, AI
Subject: FW: Dec Setback
FYI
• - - - -- Original Message - - - --
> From: Kaminski, Roman
• Sent: Tuesday, May 08, 2001 8:50 AM
• To: Jansky, Leroy
• Subject: RE: Deck Setbacks
• The horizontal setbacks listed in Table 83.43 -1 to a "building" apply.
• The Comm 83 code council at their last meeting re- affirmed that decks,
• including posts that support the deck, come under the definition of
• "building" in Comm 81.
• Accessibility and other concerns such as construction damage would be
• reviewed on a case by case basis, (I assume as part of a petition
request
> to encroach on a setback).
> - - - -- Original Message---- -
> From: Jansky, Leroy
> Sent: Tuesday, May 08, 2001 7:45 AM
> To: Kaminski, Roman
> Subject: Deck Setbacks
> A county recently asked the following questions and I'm not
entirely
> sure on the correct answer.
> What setbacks must be maintained from:
> Treatment tanks to:
> Open decks
> Enclosed decks
> POWTS Treatment /Dispersal components:
> Open decks
> Enclosed decks
> Are there conditions for certain locations (e.g. accessibility
under
> 83.43(8)(f), or using the tank as support for the deck]?
1
Kevin Grabau
From: -____ Eslinger
Sent: < \ Friday, February 25, 2000 12:32 P
To: vi Grabau; i on Sonnetag
Subject: FW: Audit and four season porches
FYI
- - - -- Original Message---- -
From: Jansky, Leroy [ mailto :ljansky @commerce.state.wi.us]
Sent: Friday, February 25, 2000 10:52 AM
To: 'Rod Eslinger'
Subject: RE: Audit and four season porches
If you are in general agreement with the 1997 audit, you may sign the
last
sheet and send it back to me. We can also meet to discuss the results
if
you like.
Regarding a mini -audit of 1999 sanitary permit records for purposes of
acquiring agent status, I can hopefully do that in April some time. If
things look good, then I'd recommend approval. We should make an
appointment.
As far as the setback from - a 4- season porch or deck. The soil
absorption 7 �� -�3 ,3 �V,r
P s�+ru NFU w
component must be 25 fe et from a habitable structure (enclosed decks
included) wDEF a below grade foundation, otherwise the setback is 15
feet
when the enclosed deck is on piers or a slab. If it were simply an open
deck (not enclosed) I don't believe that we would consider it a
habitable
structure and thus it could be zero feet from the soil absorption
component.
However, the deck itself, and its piers or supports may not interfere
with
the operation, repair or maintenance of the soil absorption component in
use
or its designated replacement area.
Leroy G. s y
Wastewater Specialist
13 East Spruce Street
Chippewa Falls, WI 54729
Ljansky @commerce.state.wi.us E -mail
(715) 726 -2549 Fax
(715) 726 - 2544 Voice
• - - - -- Original Message - - - --
• From: Rod Eslinger [ SMTP:Rode @CO.Saint- Croix.WI.US]
• Sent: Friday, February 25, 2000 9:38 AM
• To: Leroy Jansky (E- mail); Kevin Grabau
• Subject: Audit and four season porches
> Hi Leroy,
• AUDIT
• Are you planning to do a second audit of our 1999 records? If so,
maybe
> we can scheduled something in the near future with Kevin. Should we
wait
> to sign the audit sheet from 1997 until then?
> PORCHES
1
ST. CROIX COUNTY ZONING DEPARTM-EN
AS BUILT SANITARY REPORT, i'? f
Owner /�� -(. •,,,� j
iJr_LTi�{ a Lo t
Address
City/State
Y .•vs� �.��. �-�l1 r
Legal Description: c -;
Lot Block -- Subdivision/CSM #
Sec. ,�, T,,?�N -RZ? W, Town of D y PIN #
NFORMAT
SEPTIC TANK — DOSE CHAMBER — HOLDING TANK I N b I NFO RM AT I ON:
Ile
1:
Tank manufacturer 4�1 kS Size ST/PC✓ / Setback from: House f V Well 7 So --
Pump manufacturer Model
Alarm location
(HOLDING TANKS ONLY)
Setbacks: Service road Ve o fresh air intake Water Line
Meter location
Alarm location
SOIL ABSORPTION SYSTEM:
Type of system: i3,ci� Width /_ Length 5 Number of Trenches
Setback from: House Ss Well > js P/L Vent to fresh air intake
ELEVATIONS
Description of benchmark ` 2. "a,' / -� Elevation leV, 7
Description of alternate benchmark Elevation
Building Sewer ST/HT Inlet ST Outlet PC Inlet
PC Bottom Header/Manifold �' _ Top of ST/PC Manhole Cover
Distribution Lines
Bottom of System
_Final Grade
Date of installation /g Permit nu er ?o7 State plan number
Plumber's signature. License number 1 1V Date /E/ �
Inspector
completc plot plan or
f Wiswnsin Department of Commerce PRIVATE SEWAGE SYSTEM Count
-Safety and Buildings Division INSPECTION REPORT Count CROIX
GENERAL INFORMATION (ATTACH TO PERMIT) SanitaryP��nyt1V9.:
Personal information you provice may be used for secondary purposes [Privacy L , s.15.04 (1)(m)). : / bb ti (�
9 %Tfff"9l rf: & COLLEEN E Village Town of: State Plan ID No.:
CST BM Elev.: Insp. BM Elev.: BM Description: Parcel Tdt'&-6- :1225-40-000
100,7 100 � o r C�ou +" _
TANK INFORMATION ELEVATION DATA A9800075
TYPE MANUFACTURER CAPACITY STATION BS HI FS ELEV.
Septic �' Benchrgrk �o� pry, -�cf !'00,7
Dosing , 6M cf ,
loo.
Aeration Bldg. Sewer _7T 01� Holding Inlet
TANK SETBACK INFORMATION h 0 St Outlet o�
TANK TO P / L WELL BLDG. Air Intake ROAD Dt Inlet
Septic S ot - 7 1 4 , 1 1 NA Dt Bottom
Dosing NA Header / Man.
Aeration NA Dist. Pipe
Holding Bot. System
( 9 - 7-Z* 9 7- Z.
PUMP/ SIPHON INFORMATION Final Grade
Manufactur4t Demand
Model Numbe GPM
TDH Lift Friction stem TD Ft
Forcemain Lengt Dia. Dist. To well
SOIL ABSORPTION SYSTEM
,- BEDJ,TRENCH Width 1 Length,. No. Of Trenches PIT No. Of Pits Inside Dia. iquid Depth
N I N DIMENSION
SETBACK
SYSTEM TO P/ L BLDG WELL LAKE/STREAM LEACHING Manufacturer: N111-�
INFORMATION Type O i CHAMBER a I Number:
Syste CO OR UNIT
DISTRIBUTION SYSTEM
Header/manifold 'j �rr N Distribution P , it x Hole Size x Hole Spacing Vent To Air Intake
f
Length � Dia. `T Length � Dia. Spacing A->TA^ 27-vR [ C)
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 present, etc.)
LOCATION: TROY 9.28.19,SW,NE 548 BRIANNA LANE - GLOVER HILLS LOT 4
—1 OT � muA :�t ak- vva( k &x�� - AiLf 6A
NL_Ok tk qf
Plan redislon re 4 uirDA ❑
� Yes M No
Use other side for additional information. '
SBD -6710 (R.3197) Date Inspector's S ature
1 46 Safety and Buildings Division
66nsin SANITARY PERMIT APPLICATION 201 E. Washington Ave.
In accord with ILHR 83.05, Wis. Adm. Code P.O. Box 7969
Department of Commerce Madison, WI 53707 -7969
• Attach complete plans (to the county copy only) for the system, on paper not less County
than 8 112 x 11 inches in size.
• See reverse side for instructions for completing this application State Sanitary Permit Number
c471oe
The information you provide may be used by other government agency programs E] Che if revision to previous application
[Privacy Law, s. 15.04 (1) (m)]. State Plan I.D. Number
1. APPLICATION INFORMATION - PLEASE PRINT ALL INF RMATION
Prop y Owner Name Property Location
CdP 4Z 1 i4 1/4, S T . 2,a , N, R E (Ord
Property Owner's Mailing Address Lot Number Block Number
7_14 ag � ,vE —
City, State Zip Code Phone Number Subdivision Name or CSM Number
oe
11. TYPE OF BUILDING: (check one) ❑ State Owned ❑ city Nearest Road
Village
Public JA 1 or 2 Family Dwelling - No_ of bedrooms _ Town OF 6 ZA1,
III. BUILDING USE: (If building type is public, check all that apply) Parcel Tax Number(s)
1 ❑ Apartment/ Condo O 1s' —
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. V New 2 ❑ Replacement 3 ❑ of 4_ ❑ Reconnection of 5_ ❑ 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 (Z Seepage Bed 21 ❑ Mound 30 ❑ Specify Type 41 ❑ Holding Tank
12 ❑ Seepage Trench 22 ❑ In- Ground Pressure r 42 ❑ Pit Privy
13 ❑ Seepage Pit X 43 ❑ Vault Privy
14 ❑ System -In -Fill
VI. ABSORPTION SYSTEM INFORMATION: ca� y
1. Gallons Per Day 2. Absorp. Area 3. Absorp. Area 4. Loading Rate S. Perc. Rate 6. System Elev. 7. Final Grade
Required (sq. ft.) Proposed (sq. ft.) (Gals/day /sq. ft.) (Min. /inch) Elevation
D 97.2- Feet Feet
VII. TANK Capacity
in gallons Total # of Prefab. Site Fiber- er.
INFORMATION Gallons Tanks Manufacturers Name Concrete Con- Steel Plastic Ex p
New Existin strutted glass App.
Tanks Tanks
G tic Tank ❑ ❑ . ❑ ❑ ❑
Lift Pump Tank /Siphon Chamber ❑ 1 ❑ ❑ 1 ❑ 1 ❑ I ❑
Vill. RESPONSIBILITY STATEMENT
I, the undersigned, assume responsibility for installation of th nsite sewage system shown on the attached plans.
Plu er's Name: (Print) Plumber's Signature: tam PRSW No.: Business Phone Number:
Plum 's Ad ress ( eet, Cit , Stat ,Zip ode):
C7
IX. COUNTY / bEPARTM7ENT USE ONLY
❑ Disapproved Sanitary Permit Fee (includes Groundwater D ate Issued ssuing Agent Signature (No Stamps)
® pp ❑ Owner Given Initial
Approved � ^ O D Surcharge Fee) � �� � 5
`J J �,
Adverse Determination
TIONS OF APPRO REASONS FOR DISAPPROVAL: \
wh{tu 2 � h>r v ca�� -J' a�t�r d��l`,��ya i,�, ' ,� C Pc.� g3 �d� �r '�''�.w' 4. )
SBD6M (R 11/96) DISTRIBUTION: Original to County, One co To: Safety & Buildings Division, Owner, Plumber
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Wisconsiri Department of Commerce SOIL AND SITE EVALUATION
Divisiorrof Safet)r &nd Buildings Page of .3
Bureau of Integrated Services in accordanc tE1 s ILHR83 Wis. Adm. Code
Attach complete site plan on paper not less than 8 1/2 x 11 i he�Ai size. PJ+►must , ` County
I include, but not limited to: vertical and horizontal reference np{BM .
percent slope, scale or dimensions, north arrow, and locati rt ar)d distance o nearest road. ` -° Parcel I.D. #
/
APPLICANT INFORMATION - Please print al �in rmatiop cH oix s " R iewe VVV by Dat
Personal information you provide may be used for secondary purpos cy Law, s:rld�l
f t q 8
fPn
I
Pro a Owner f _ Properly n
•7`� � w ... .�L�t � J 114 �r1 /4,S j 9 T d, ,N,R E (oor
1 Owner's Mailing Address - #- Block# Subd. Name or eSM#
,Z rc
City State Zip Code Phone Number ❑ City ❑ Village Town Nearest Road
New Construction User Residential / Number of bedrooms Addition to existing building
❑ Replacement ❑ Public or commercial - Describe:
Code derived daily flow gpd Recommended design loading rate bed, gpd/ft -4E— trench, gpd /ft
Absorption area required Y. bed, ft 7$ trench, ft2 Maximum design loading rate bed, gpd /ft trench, gpd /ft
Recommended infiltration surface elevation(s) P7. 2 r 0 ft (as referred to site plan benchmark)
Additional design /site considerations y opt
Parent material Flood plain elevation, if applicable -,,Z i ft
S = Suitable for system Conventional Mound In- Ground Pressure AT -Grade System in Fill Holding Tank
U = Unsuitable for system S❑ U 0S ❑ U 0S ❑ U ❑ S Z U ❑ S E U
SOIL DESCRIPTION REPORT
Boring # Horizon Depth Dominant Color Mottles Structure GPD /ft
in. Munsell Qu. Sz. Cont. Color Texture Gr. Sz. Sh. Consistence Boundary Roots
Bed ,Trench
"- SL
.., z io — —
L f &e' A c
Ground 3
elev. "�
Z X rhF
Depth to 2 - — L • p
limiting
factor
> Zn.
Remarks:
Boring #
. $-
wnrL
Z — C Gs• . S
.., : 0 •J
Ground
elev.
/dE. Z ft.
Depth to
limiting
factor
> F&in. Remarks:
CST me (Please Print) Signature Telephone No.
yr �- ✓ ��-
ddr Date CST Number
17
) I aol✓ ��1e, � '�� GAVE S R l tWMNG
3 U mmd Pork
# T #3�
ROB�t�'S' WiN�SIN 5402
3 �— 771Y Phone 74
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Wiisonsin Department of Industry, SOIL AND SITE EVALUATION REPORT Page of 3
'Labor and Human Relations
Division of Safety & BuikGngs i f accord 7 '. WIS. Adm. Code COUNTY ?, Attach c omplete site plan on paper not less thain size. P nclude, but
noYfimited to vertical and horizontal reference p% of sb a or f ARCEL 1,0. #
dimensioned, north -arrow, and location and dist 8 APPLICANT INFORMATION- PLEASE PR �IA7I
.+ REVIEWED BY DATE
PROPERTY OWNER: ��Q$ P , PROP OCATION
Y - 1 f�• S1� ,�� t SW 114 ME 1 /4,S q T Z ,N,R 1cl E( W
, b
PROPERTY OWNER'S MAILING ADDRESS ?a : L BLOCK # SUBD. NAME OR CSM #
y S b L1, R pf�p
o - v Lo U
CITY, STATE ZIP CODE PHONE N CITY E]VILLAGE WrOWN NEAREST ROAD
1`�vDS ors, �V S (I t)l ('115) 386- 1 TLD �2l -hfJEr
Dd New Construction Use N Residential! Number of bedrooms U J\a w-JIQ [ ] Addition to existing building
I ] Repl acement [ ] Public or commercial describe
Code derived daily flow N-S0 gpd/8Eb1Z0Qwf Recommended design loading rate 0- . bed, gpd/ft 0. a trench, gpd/ftZ
Absorption area required — bed, ft - trench, fit Maximum design loading rate d - bed, gpd/0 0, a trench, gpdtft
Recommended infiltration surface elevation(s) 51?� ►,►off axy Ply6e 3 . ft (as referred to site plan benchmark)
Additional design / site considerations - `z.' 8eD
Parent material o v -3 N Flood plain elevation, if applicable N- A ft
S = Suitable for system CONVENTIONAL I MOUND IN- GROUND PRESSURE AT -GRADE SYSTEM IN RLL HOLDING TANK
U= Unsuitable for stem Q S ❑ U ®S 11 U PIS E3 U ® S ❑ U [3 S El O S O U
SOIL DESCRIPTION REPORT
Boring # Horizon Depth Dominant Color Mottles Texture Structure Consistence Borxby Roots GPD /ft
in. Munsell Qu. Sz. Cont Color Gr. Sz. Sh. Bed Trerdi
31z - s Zw>.s'b mu'F► o:b
Ground
elev.
°LIS f
Depth to
limiting
factor
S 3'
Remarks:- _
Boring# Niz,%- Z 31i L ZmS�i �^'�- cS Zv`F o.S o
Z Z k2_gq lo`iV -116 0.7 o. 8
Ground
elev. _-
ti -S ft
Depth to
limiting
factg y
Remarks:
CST Name. Print Arthur L. We erer Phone: 715- 425 -0165 -
tiger -er Soil _T_EStin�,& Design Service -P.O. Box 74'River. Falls WI 54022
- _- -- - -
r
Date:- _~ - ----� --
PLOT PLAN Pa 3 of 3
SCALE 1 "= Sp'
biR•PUQ PIPE
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O-T Signatures -Date Signed Telephone N 0. CST #
Wisconsin Department of Industry, SOIL AND SITE EVALUATION REPORT Page of 3
tabor and Human Relations
Division of Safety & Buildings in accord with ILHR 83.05, Wis. Adm. Code
COUNTY
• ��" - s --'k�0
Attach complete site plan on paper not less than 81/2 x 11 inches in size. Plan must include, but l X
not limited to vertical and horizontal reference pant (BM), direction and % of slope, scale or PARCEL I.D. #
dimensioned, north arrow, and location and distance to nearest road.
APPLICANT INFORMATION PLEASE PRINT ALL INFORMATION REVIEWED BY DATE
PROPERTY OWNER: PROPERTY LOCATION
A1z�} A• 6E1ssl� GL�
GeV;44)1 StA3 1/4 NE 1/4,S 9 T Z8 ,N,R 1 9 E ( w
PROPERTY OWNER':S MAILING ADDRESS BLOCK # SUBD. NAME OR CSM #
t4 SD LO T / N . GLO Rpt p _ GLOVE?-
CITY, STATE ZIP CODE PHONE NUMBER ❑CITY []VILLAGE MOWN NEAREST ROAD
1�vDS Olv, I+V ] S V rJ L ( s) 38 6_ 13 1
Dd New Construction Use pd Residential / Number of bedrooms Q►- tttivvwr-j [ ] AdditiQn to existing building
I ] Replacement [ ] Public or commercial describe
Code derived daily flow \-S0 gpd/aEt�tz(3o" Recommended design loading rate o -- bed, gpd/ft 0.8 trench, gpd/ft
Absorption area required — bed, I1 — trench, ft Maximum design loading rate o -_ bed, gpd/ft 0, 8 trench, gpd/ft
Recommended infiltration surface elevation(s) 5E?Z_ ).JO'V Z oQ PPn -6e- 3 . It (as referred to site plan benchmark)
Additional design / site considerations - ` wept %mD
Parent material Flood plain elevation, if applicable N- A • ft
S = Suitable for system CONVENTIONAL MOUND IN- GROUND PRESSURE AT -GRADE SYSTEM IN FILL HOLDPIG TANK
U= Unsuitable fors stem 14 S ❑U ®S El CC'S ❑U NS ❑U CRS ❑U ❑S ®U
SOIL DESCRIPTION REPORT
Depth Dominant Color Mottles Structure GPD /ft
Boring # Horizon in. Munsell Qu. Sz. Cora Color Texture Gr. Sz. Sh - Consistence Boundary Roots Bed Trench
r d -S 1o`l1L �1 1 S Zwti 9'b thv 'j1- Q . Zug o.S 0-6
Ground
elev.
obi • 5 ft
Depth to
uniting
factor
Remarks:- _
Boring# 1 O_1Z ll�`tiZ 31Z L ZmS�1� `M`�- CS zu`F o -S :o -�
Z : 'L 1 i _g9 l O`lR- Vl6 — S v sg v,. _ 0.7 '0.8
Ground
elev.
t bl.s fL
Depth to
limiting
fac 9 y
Remarks:
CST Name: — Please Print Phone:
Arthur L. We erer 715 425 - 01.65
Add ress :
_eg_er_er Soil_ &_ Design Service -,P.O. Box 74 River Falls , WI 54022
_
Saj�a�re>
PLOT PLAN Page 3 of 3
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ST CROIX COUNTY
SEPTIC TANK MAINTENANCE AGREEMENT
AND
OWNERSHIP CERTIFICATION FORM
Owner/Buyer ,L,
Mailing Address
Property Address
(Verification required from Planning r
g epartment for new construction)
City/State � �.�� s Yoll. Parcel Identification Number -f 4D - 12 2.f, -'1 0
LEGAL DESCRIPTION
Property Location %., L vE /, See. T ak N -R Z::Pl W, Town of v
Subdivision Lot # .
Certified Survey Map # Volume . Page #
Warranty Deed # s 7V . s Volume 1;o 3 . Page # Z 7 r
Spec house ❑ yes QJ no Lot lines identifiable yes ❑ no
SYSTEM MAINTENANCE
Improper use and mainte ance ofyour septic system could result in its prematurcfailure to handle wastes. Proper mamtenanee
consists of pumping out the septic tank every three years or sooner, if needed by a licensed pumper. What you put into the system
can affect the function of the septic tank as a treatment stage in the waste disposal system,
The PrnPer(Y owner agrees to submit to St. Croix Zoning Department a certification form, signed by the owner. and by a
masterplumber, joumeYmanPlumber. mstrictedplumberor a licensedpumperverifying that (1) the on -site wastewaterdisposal system
is in PIOW operating condition and/or (2) after inspection and pumping (if necessary), the septic tank is less than 1/3 full of sludge.
Uwe, the undersigned have read the above requirements and agree to maintain the private sewage disposal system with the standards
set forth, herein, as set by the Department of Commerce and the Department of Natural Resources, State of Wisconsin. Certification
stating that your septic system has been maintained must be completed and returned to the St. Croix County Zoning Office within 30
days of the three year expiration date.
SIGNATURE OF APPLICANT DATE
OWNER CERTIFICATION
I (we) certify that all statements on this form are true to the best of my (our) knowledge. I (we) am (are) the owners) of
the property described above, by virtue of a warranty deed recorded in Register of Deeds Office.
SIGNATURE OF APPLICANT
Z 1311
DATE
« « « « «« Any information that is mis- represented may result in the sanitary permit being revoked by the Zoning Department. « « *•"
«« Include with this application: a stamped warranty deed from the Register of Deeds office
a copy of the certified survey map if reference is made in the warranty deed
r �� LOCATION SKETCH
IL _ LS
D THE SW —NW, ALL IN SECTION 9, T28N, R19W, TOWN OF / NE `LUME 10, PAGE 2736 ). 11/4 «D u FARO � x 114 CORNER CF SECTIW 9. (Ccuxrr
R- Wu,ENr S-o•
rcuxO).
NPR 1}r-SOU r11 ONAR 7CR L INC �l
SW l l ,, 4 SE 1 1/4
S■.r.rr
ws :_a r%. SL• N SECTION 4, T28N, RIM TCvM
SS — L ,tee OF TROY, ST. CROIX CO., wl.
tow:ur tr I O
ELEVAT EA 697 3
LLEVATIPt 19 T,3
I
ro ■rt oa ao•c � 1'..07 ACRES
r . w ,, s ». i►I, sa r ,� / � ,
9
DINO
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o S r = ao.ur Sa rr- i P-: .
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�•jt '•.O t / \\ .- LIME
�1 �JJ •.:
I x 1 1 \moo I
o \. I N
06' WIDE COkmom I 2.07 ACRES -
':R I VEWAY EASEWENT 1 90. lar Sarr.
3VER LOT 8
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.
� s ea•s7sr` \ \� ,
66. Ca
-
al I \ \ 2. 41 ACR£S I
\ \ Icd.134 $a rr. { I
it
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J. 93 CRFS .• L ,, a
i 3••I AC. Esc. ( �■�IKSrr LASE,( ■r C'
JAIES Y. WEIER 5- 1904
ATEDNTNI3 L q SURVETIND
D
�L DAY Cr �x >T•
\\ { t x
- -- I — -- — — — — — — — — — — �y I r
S d9'OT' S d9'!! 331.31' u:, 1 ". -
C. S. M, v0. .3
Yx zl Ir . r.z+ I P SHEET I IX 2 SHEETS
.. ,. .,c., amr.nv •- • - - --
• \ r G O VE
LOCATED O TROY, STICROIX Co., NE-SW (BEI E HE SE THE
NGLOTI OF THE CERTIFIED MAP
NOTc: BEARINGS ARE REFEAENCED TO THE NORTH- SOUTr( - BARBARA A. GEISSINGER AND D
ECTION LIME.(RECOR0 GE
QUARTER S AR INC )•
I J
tENCF.fARK TLY cor 1 IRO, r1P(
I ELEVATION 900.00 (ASSUKDI .VNPl,A:LZE.P...�ANP.
w a�•o S z'f ® O /s_
HIO•►AY SETDACK �...•••. •.�' - -_ ��\ .f
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91
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A Qom.. ' �d•, \t v \ 2.00 A C R ES ` I tr.t30 i !r.
O. \ \ d. 9i, 1 <. 61�
1 1). tzt $4 !T �q
4 1z'40
N r :f I I
ACRES \
\ �. d 99 / %1 Ioe •,o( 1" K T at 7. [� 30. !T. _ \� rl }• IT.•.1
. / 001 { �L..osKA.,w Aw0 [.n ..cK
�� 1291.91'
S 89'0 29'W 1331.40' R• .f ST 1331• '-
C. S. l.N. VOL UI.>r 6 I
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PAGE-1593. \ c
\f
i UNPLAiTED LANDS
`Sy3u27
I
I
tES �'SOFF CE, l
*mom IN Mtt Z- -7, yE
zsSlf<kL�. ( 4tL'.�
_ I y DO•PROPOSED DRIVEWAY LOCATIONS.
O •SET 2' X 30' IRON PIPE K IGHINO 2.65 LBS. PER LINEAR FOOT. 1' X 24' IRON
PIPE 11E IGHINO 1.13 L83. PER LINEAR FOOT SET AT ALL OTHER LOT CORNERS.
• • V IRON PIPE FOUND.
R RECORDED DIWX310M.
.UTILITY EASEMENTS (S' ON BOTH SIDES OF LOT LINES IU ON FRONT AND REAR
LOT LINES AS 3H0►H).
' NOTF; UTILITIES SHALL BE INSTALLED A WINIKI4 d' I FOOT FROW LOT
LINES AND A MINIHIY CF 3 FEET FRW LOT CORNER IAO".
1
koTT" ALL LINEAR LEA3URELENTS HAVE BEEN fK7E TO TT[ NEAREST OHE HUNDRETH Or A
FOOT ALL ANGULAR SEASUREYENTS HAVE SEEN SIADE TO 171E NEAREST S SECONDS AND
COW6TLD TO THE VALUES SHOA1(,
100 0 100 200 300
GRAPHIC SCALE - FEET nUl THE PARCELS SHO+N ON THIS PLAT ARE SUBJECT TO STATE. COUNTY
AND TO4N LA", RULES AND REGULATIONS. (I.E. R£TLANO3, XINIWN LOT
SIZES, ACCESS To PARCEL, ETC.). BEFORE PURCHASING OR DEVELOPING ANY
PARCEL, CONTACT THE ST.CROIX COUNTY ZONING OFFICE AND THE
APPROPRIATE TCMM BOARD FOR ADVICE.
a -
9
THIS INS TRU BY JIM 1[sgER ------- -- •— .- -- •- -- •------ - - - -