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November 1, 2010 File Ref: SE87087
Robert Frame
454 Cty. Rd. T
Hammond, WI 54015
Re: St. Croix County Special Exception & Variance Requests
Parcel #: 09.28.17.84, Town of Pleasant Valley
Dear Mr. Frame:
The St. Croix County Board of Adjustment (Board) has reviewed your requests for the following items:
Item #1: Special exception permit to operate a kennel in the Ag Residential Districts
pursuant to Section 17.15(6)(f) of the St. Croix County Zoning Ordinance.
Item #2: Variance to reduce the 700 -foot setback from property lines required for kennels in
the Ag- Residential District pursuant to Section 17.15(6)(f) of the St. Croix County Zoning
Ordinance.
After the hearing on October 28, 2010 the Board voted to approve the variance request and special
exception request. The enclosed document is the formal decision regarding your application.
Please feel free to contact me with any additional questions or concerns.
Sincerely,
Pamela Quinn
Zoning Specialist/ Zoning Administrator
Enclosure: Formal Decision
cc: Clerk, Town of Pleasant Valley
Steve Olson, St. Croix County Land and Water Conservation Department
Carrie Stoltz, WI Dept. of Natural Resources
Jeff Durkee, St. Croix County Highway Dept.
FINDINGS, CONCLUSIONS, AND DECISION
OF THE ZONING BOARD OF ADJUSTMENT
ST. CROIX COUNTY, WISCONSIN
File Number: SE87087
Applicants: Robert Frame, property owner
Parcel Number: 09.28.17.84C
Complete Application Received: September 7, 2010
Hearing Notice Publication: Weeks of October 11 and 18, 2010
Hearing Date: October 28, 2010
FINDINGS OF FACT AND CONCLUSIONS OF LAW
Having heard all the testimony, considered the entire record herein, and visited the site, the Board of Adjustment makes
the following Findings of Fact and Conclusions of Law pertinent to the applicant's special exception and variance
requests (Items #1 and #2):
1. The applicant is Robert Frame, property owner.
2. The site is located at 454 Cty. Rd. T in the SE 1 /4 of the NE 1 /4 of Section 9, T28N, R17W, Town of Pleasant
Valley, St. Croix County, WI.
. The applicant's roe is zoned A Residential and the applicant's do
3 PP P property g PP s are housed within an existing g
accessory structure that was constructed in 2009, prior to amendment of county ordinance Section 17.09 to
add definitions for Private and Commercial kennels.
4. The Town of Pleasant Valley Town Board discussed the applicant's request for town approval of his dog
breeding/kennel at their August 10, 2010 meeting and voted not to approve the request.
5. The St. Croix County Land and Water Conservation Department has reviewed the special exception permit
application and has no comments on this application as long as the dog waste is handled as noted in the plans.
6. The Wisconsin Department of Natural Resources reviewed the application and noted that there may be
wetlands on the site. If the applicant is not adding any additional buildings and is disposing of waste via
garbage pickup, there are no concerns with the request.
7. The St. Croix County Highway Department has no objections regarding the Frame kennel use request. Mr.
Frame would however need to contact the highway department prior to operations to upgrade his driveway
permit from a residential access to a commercial one.
The St. Croix County Board of Adjustment makes the following findings of fact and conclusions of law pertinent to
the special exception permit for a dog kennel:
8. The applicants filed an application with the Board of Adjustment for a special exception permit to operate a
kennel in the A Residential District pursuant to Section 17.15 6 of the St. Croix Coun
do breeding O(fl h'
g g P
Zoning Ordinance.
os meets the criteria for a kennel pursuant to Section 17.15 of the Ordinance with the
9. The proposed use 6 p ()(�
P P
exception of the 700 ft. setback from any property line shared with property upon which a dwelling may be
located. The applicants currently live on the parcel and have a horse and their Springer spaniels housed on
the property.
10. The St. Croix County Planning and Zoning Department received complaints in January 2010 with regard to
the applicants operating a kennel without a special exception permit. The county ordinance did not contain a
definition for "kennel" until March of 2010 and the Town of Pleasant Valley does not have its own ordinance
that regulates or defines "kennels ". The applicant applied for and was issued a town building permit in June
2009, which included a site plan that showed both a mobile home residence and an outbuilding labeled
"kennel" (Exhibit 9). The amended county ordinance now limits "private kennels" to four (4) dogs or cats. In
response to a county Notice of Violation (Exhibit 8), the applicant is requesting after - the -fact special
exception approval for a commercial kennel as currently defined in the ordinance. With conditions for
limiting the hours of activities and noise on the site and ensuring that the kennel building remains buffered by
vegetation to reduce noise and visibility for adjacent properties, the proposed use will not constitute a
nuisance by reason of noise, dust, smoke, odor or other similar factors.
11. The existing use has not negatively impacted public health, safety or general welfare, nor will it be
substantially adverse to property values in the neighborhood. No additional traffic will be generated except
for occasional visitors to pick up a puppy and the building that houses the dogs is not visible from the road.
With conditions for proper animal waste storage and management, maintaining the property in neat and
orderly manner, and maintaining the vegetated buffers along property lines, negative impacts on
surrounding properties will be minimized.
12. This request would not violate the spirit or general intent of the St. Croix County Zoning Ordinance. Kennels
are allowed in the Ag Residential District with a special exception permit provided all standards can be met.
The dog breeding business is secondary to the principal use of the property as the applicants' residence. The
surrounding area features primarily agricultural use with limited, low- density residential development, with
one house closer than 700 feet from the existing building that houses the dog kennel. With conditions limiting
the number of animals (household pets excluded per 17.12(12)) kept on the site to no more than one animal
unit per acre of land suitable for animal waste utilization, consistent with NRCS 590, the rural character of the
area would be preserved.
The St. Croix County Board of Adjustment makes the following findings of fact and conclusions of law pertinent to the
variance request for a dog kennel to encroach within the required setback:
13. The applicants filed an application with the Board of Adjustment for a variance to the 700 -foot setback
required for kennels in the Ag- Residential District pursuant to Section 17.15(6)(f) of the St. Croix County
Zoning Ordinance.
14. The applicants house their dogs within an accessory structure that is approximately 300 feet from the nearest
1 ed that would not
where kennel facilities can be ac
residential dwelling. There is no location on the parcel p
encroach within the 700 -foot property line setback.
15. Granting the variance to the 700 -foot setback would not violate the spirit and intent of the Ordinance, the
primary purpose of which is to protect neighboring properties from negative impacts and nuisance factors
such as noise, smell, and visibility of dogs on the site. The applicants' property is screened and buffered from
ad n shrubbery. The ro erties to the east , west and south
adjacent properties to the north and east b trees and properties J P P Y
feature agricultural cropland and no existing residences. With the conditions listed in Findings #10 and #11
above, negative impacts to adjacent properties and potential nuisance factors would be minimized.
16. When determining whether an unnecessary hardship exists, the Board of Adjustment must identify unique
physical characteristics of the property that would otherwise prohibit the applicant from using the property for
a permitted purpose, and then weigh the burden placed on the applicant in meeting the requirements of the
Ordinance against the public interests being protected. In this case, literal enforcement of the Ordinance
would not allow the applicants to be able to use their property for a permitted purpose. The dimensions and
unique physical characteristics of the 5 -acre lot severely limit the placement of a kennel on the property in a
manner that would meet the 700 -foot setback on all sides. The kennel is located within an existing building
constructed in 2009 on the parcel.
DECISION
On the basis of the above Findings of Fact, Conclusions of Law, and the record herein, the Board approved the
applicant's special exception and variance requests, with the following conditions:
1. This special exception permit and variance allows the applicants to operate a dog breeding facility on the site
as indicated in the plans submitted and as provided in the conditions below. As part of this approval, the
applicant shall not exceed the allowable animal units (excluding household pets) as defined in Section 17.09
and pursuant to Sections 17.12(12) and 17.15(1)(a) of the county ordinance. This approval does not include
any additieiial a ^ ts, additional uses, structures„ or activities.
2. The Town of Pleasant Valley and any other aggrieved party may request a reconsideration of this decision 15
days prior to the next regularly scheduled Board of Adjustment meeting in accordance with the St. Croix
County Board of Adjustment Rules and By -Laws.
3. The applicants shall be responsible for complying with any other local, state, or federal permit requirements,
licenses and approvals.
4. Outdoor exercise for dogs shall be supervised and only during daylight hours.
5. Upon complaints of regularly occurring, excessively loud noise at any time, the applicant shall work with the
Zoning Administrator to abate the noise problem. In the event that the matter cannot be resolved
administratively, the applicant shall take the matter before the Board of Adjustment at a public hearing.
6. The applicants propose a family -based business and shall have no additional employees assisting in the
operation of the kennel.
7. The applicants shall be responsible for keeping the property in a neat and orderly manner and maintain a
healthy environment for dogs in their kennel.
8. The applicants shall be responsible for contacting the Zoning Administrator to review this special exception
permit in two (2) years from the approval date for compliance. Failure to comply with the conditions of this
approval within the timeframes stipulated shall be grounds for revocation and forfeiture of the sureties. If the
special exception permit is revoked, the applicant will be required to secure a new special exception permit to
continue the activities.
9. These conditions may be amended or more conditions may be added if unanticipated circumstances arise that
would affect the health and/or safety of citizens or degrade the natural resources of St. Croix County.
Conditions will not be changed without notice to the applicant and opportunity for a hearing.
10. Any minor change or addition to the kennel operations, including but not limited to a change in use or
facilities, or the addition of services or staff shall require prior review and approval by the Zoning
Administrator prior to making the change or addition. Any major change or addition to the originally
approved plan will have to go through the special exception approval process.
11. Accepting this decision means that the applicants and all property owners have read, understand, and agree to
all conditions of this decision.
The following vote was taken to approve: Chairman Malick, opposed; Hurtgen, yes; Nelson, yes; Peterson, yes;
McAllister, absent. Motion carried.
APPEAL RIGHTS
Any person aggrieved by this decision may file an appeal in St. Croix County circuit court within 30 days after the filing
date shown below, pursuant to Sec. 59.694(10), Wisconsin Statutes. St. Croix County assumes no responsibility for
action taken in reliance on this decision prior to the expiration of the appeal period. St. Croix County does not certify that
the identity of all persons legally entitled to notice of the Board of Adjustment proceedings, which resulted in this
decision, was provided to the County.
If an appeal is taken of this decision, it is the responsibility of the appellant to submit at his/her expense a transcript of the
Board of Adjustment proceedings to the circuit court. The Planning and Zoning Department can be contacted for
information on how to obtain a transcript. It is the responsibility of the Board of Adjustment to submit its record (file) of
this matter to the circuit court.
ZONING BOARD OF ADJUSTMENT
Signed:
Date Filed: 11 /01 /10 Clarence W. "Buck" Malick, Chairperson
Page 1 of 3
Pam Quinn
From: Daniel Sitz
Sent: Wednesday, June 30, 2010 11:13 AM
To: 'Robert Frame'
Cc: Kevin Grabau; Pam Quinn
Subject: RE: Special Exception Permit/Variance Application Forms
Attachments: Administrative Appeal Application.doc
Dear Bob,
The Board of Adjustment is the board that hears special exceptions, variances, and administrative
appeals. The board consists of two County Board
members and three citizens of the county. Their meetings our open to the public and are usually on the 4th
Thursday of every month at 8:30 AM.
As stated in our ordinance under Section 17.70 (5)(c) (2) — The Board of Adjustment shall (among other
things): Hear and decide appeals where it is alleged there is error in any order, requirement, decision or
determination made by an administrative official in the enforcement or administration of this chapter.
The application fee for an administrative appeal is $450 and is non - refundable. The application is
submitted just like a special exception permit, where you must submit by (usually) the 1St Monday of the month
prior to the month of the proposed hearing date, which are held on the 4th Thursday of each month. The next
submittal deadline is actually July 6th, which would place you on the August 26th meeting agenda. If you submit it
before August 2 you would be on the September 23rd meeting agenda. The meetings are open to the public,
so it is in your best interest to be present in order to answer any last minute questions. You, an agent, or an
attorney can present testimony, evidence and arguments in support of your application. If your administrative
appeal was denied, you should still be able to apply for a SE permit and variance. I have attached an
administrative appeal application for your convenience.
Let me know if you have any more questions. And while Larry Nolte (Town Chair) did indicate support if
you were to apply for a special exception permit, that doesn't count as official support from the Town of Pleasant
Valley. It would be in your best interest to formally ask the Town Board for their support before applying for the
special exception permit.
Respectfully,
-Dan Sitz, Zoning Technician
- - - -- Original Message---- -
From: Robert Frame [mailto:dfllc @gmail.com]
Sent: Wednesday, June 30, 2010 10:19 AM
To: Daniel Sitz
Cc: krspringers @aol.com
Subject: Re: Special Exception Permit/Variance Application Forms
Good morning Dan,
Please tell me more abot the Board of Directors review.
You said that one of our options is to have this board review the zoning board descision.
Is there a fee or cost associated?
How long does it take to set up the meeting?
Can I still go through with the Special Exception permit if they agree with the zoning board?
Is this a meeting with me so I can have an input?
6/30/2010
Page 2 of 3 I ,
Thanks,
Bob
On Tue, Jun 29, 2010 at 9:40 AM, Daniel Sitz <daniels @co .saint - croix.wi.us> wrote:
Dear Bob,
If your attorney has any more questions, she can contact me or the Code Administrator, Kevin
Grabau. Our main office number is 386.4680.
Respectfully,
-Dan Sitz, Zoning Technician
- - - -- Original Message---- -
From: Robert Frame [mailto:dfllc @gmail.com]
Sent: Tuesday, June 29, 2010 9:32 AM
To: Daniel Sitz
Cc: krsprinn ers @aol.com
Subject: Re: Special Exception Permit/Variance Application Forms
Thanks for your reply and confirmation,
I will be talking to my lawyer today hopefully and should have a my direction. Who
should I have her contact at your office to gather information?
We talked with some of the neighbors last night including my ex -wife and all are behind
us and have no problems with our business. You stated yesterday that you spoke with
Larry Nolte (Pleasant Valley Chairman) and the town will back our business so i have
strong believe that this will work out for us.
I don't believe that it is fair that you will take a complaint from just anyone and feel that it
has any merit without determining why this person is making the complaint. There are
many reasons for someone to be disgruntle and do things to be mean to others, in this
case jeopardize a family's lively hood. I think your office should examine the screening
process you have for complaints to be sure the complaint has merit.
I will be in touch,
Bob Frame
On Tue, Jun 29, 2010 at 8:53 AM, Daniel Sitz <_d_an_iels a co.saint- c wrote:
Dear Bob,
The fee for the special exception permit is indeed $1,100. It has probably gone up since
you obtained your old special exception permit. Because you would be applying for a
variance and a special exception permit, we can treat the variance as an "addendum" to
the special exception permit, which would drop the price from $900 to $175. So, the total
cost of applying for a special exception permit and a variance would be $1,275. As you
are probably aware, this is a non - refundable fee.
As for your other question, the complaints have been anonymous, which is acceptable.
We received a written complaint back in January as well as a few follow up phone calls in
January and again last week.
I have attached a copy of the most recent decision made by the Board of Adjustment for
a kennel request to give you an idea of the conditions which can come with approval and
importance of proving a hardship as part of your application. Let me know if you have
6/30/2010
Page 3 of 3
any more questions.
Respectfully,
-Dan Sitz, Zoning Technician
- - - -- Original Message---- -
From: Robert Frame [mailto: rjfllc@gmail.com ]
Sent: Tuesday, June 29, 2010 7:07 AM
To: Daniel Sitz
Cc: krsp aol.com
Subject: Re: Special Exception Permit/Variance Application Forms
Good morning Dan,
Could you please verify the fee for the special exception permit?
I thought is states 1,100.00 on the application but that can't be correct.
I would also like a list of the the complaints you have recieved and verification
that your office has followed up with the people that have complained to verify
they were in fact the people that complained. Missy's ex has been known to
pretent he is someone else at times, in fact he went to jail once using her brothers
name and address when stopped for speeding.
Thanks,
Bob
On Mon, Jun 28, 2010 at 4:44 PM, Daniel Sitz < danie l s(a,co.saint- croix.wi.us
wrote: v
Bob,
The Special Exception Permit can be found at - ham://ww w.co.saint-
croix.wi. us /Departments /Zon ing /PDF/ Special% o20 Exception %20Application %202009.pd__f
The Variance application can be found at — http: / /www.co.saint
cr oix.wi. u /D epartments /Zon ing /PDF/ Variance % %202009.pdf
Let me know if you have anymore questions.
-Dan
Dan Situ
Zoning Technician
St. Croix County Planning & Zoning
1101 Carmichael Road
Hudson, WI 54016
715.386.4680
6/30/2010
Wisconsin Department of Commerce PRIVATE SEWAGE SYSTEM County: St. Croix
Safety and Building Division
INSPECTION REPORT Sanitary Permit No:
(ATTACH TO PERMIT) 515142 0
GENERAL INFORMATION State Plan ID No:
Personal information you provide may be used for secondary purposes [Privacy Law, s.15.04 (1)(m)I.
Permit Holder's Name: City Village X Township Parcel Tax No:
Frame, Robert J. Pleasant Valley, Town of 024- 1015 -70 -000
CST BM Elew Insp. BM Elev: BM Description: Section/Town /Range /Map No:
5'9• $L �►� Z GS ( 09.28.17.84C
TANK INFORMATION ELEVATION DATA
TYPE MANUFACTURER • 'n.S CAPACITY STATION BS HI FS ELEV.
Septic , ,�. Benchmark
z Stz
Dosing BM
AI .
o de • ' 6 coin. - - 76 X y/
n Bldg. S wer
P a D fc, J D , co 73.
Holding St/Ht Inlet /I 1.3 9�•
St/Ht Outlet
TANK SETBACK INFORMATION
TANK TO P /L f WELL BLDG. Vent to Air Intake ROAD Dt Inlet
Septic / � J d- / l•` Dt Bottom
Dosing / / _ Header /Man.
Aeration Dist. Pipe
oZ p1. a9
Holding Bot. System �•
4,�1 /Q6 •
PUMP /SIPHON INFORMATION Final Grade 3.
Manufacturer Demand St Co er �• S
GPM , I � 7, $ 7Q /bs. /� 7. 53 9�p, Al 7
Model Number C,�
6 K v� A i-7 / /
TDH Lift Friction Loss System Head TDH Ft
/Z •75 5/ B!o ZS 2/
Forcemain Length l pia. i( Dist. to Well
13, 76 1 106
SOIL ABSORPTION SYSTEM
BED /TRENCH Width Length No. Of renc es PIT DIMENSIONS No. Of Pits Inside Dia. Liquid Depth
DIMENSIONS 5 /66
SETBACK SYSTEM TO U P/L IBLDG IWELL LAKE /STREAM LEACHING Manufacturer:
INFORMATION CHAMBER OR
Type O� system: `
X � � J 162— I L j UNIT Model Number:
DISTRIBUTION SYSTEM °r1 l'
Header /Manifold Distribution / I x Hole Size x Hole Spacing VeM to Air Intake
Pi
Length Z Z6 Dia Z / (c
Z Length / / Dia /' Z Spacing z 3 • g ✓ / 4 ,, �/
SOIL COVER x Pressure Systems Only xx Mound Or At - Grade Systems Only
Depth Over Depth Over xx Depth of xx Seeded /Sodded Mulched
:Trench Center / LQ Bed/Trench Edges ` Topsoil I >kr 0 No �s [] No
cy
COMIMENTS: (Include code discrepencies, persons present, etc.) Inspection #1: 7 / Z 0 ! � #2: �
Location: 454 C.T.H. T ammond, WI 54015 (SE 1/4 NE 1/4 9 T28N R17W) metes & bounds Lot at 0 `` /Parcel No: 09.28.17. C
1.) Alt BM Description = Cpl_ P l.,,,,j.u• 4, • ( �Exr�,✓ ( ey�_ u �1��n� c✓� /�
2.) Bldg sewer length
- amount of cover = 1
Plan revision Required? EJ Yes '><No $ L f s
Use other side for additional information.
SBD -6710 (R.3/97) Date Insepctors Sig ture Cert. No.
commerce.wl.gov Safety and Buildings Division County
Washington Ave., P.Qox 7162
201 W.
' o ns i n Madison, WI 57- Sanitary Permit Number (to be filled in by Co.)
Department of Commerce /
_�^--� State Transaction
Sanitary Permit Application Number
In accordance with s. Comm. 83.21(2), Wis. Adm. Code, submission of this form to the appropriate governmental 1 - 70a? I /
unit is required prior to obtaining a sanitary permit. Note: Application forms for state -owned POWTS are Project Address (if different than mailing address)
submitted to the Department of Commerce. Personal information you provide may be used for secondary
ur oses in accordance with the Privacy Law, s. 15.04 I m , Slats. /J
I. A - P
Application Information lease Print All Information c ,
Prope Owner's Name Parcel #
ICA41_�x 2009 oa V -16
Property Owner's Mailing Address Property Location G `
Ys $f CROIX COUNTY C•
City, State Zip Code hone umber OF FICE Govt. Lo t ' 1
_ `, // T N; R C V., Section E o ,
&a-62�
LvC.>� 61 6 711 - 3 (a cucle on
II. Type of Building (check all that apply) Lot #
t�
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1 or 2 Fwily Dwelling - Number of Bedrooms Subdivision Name {�
ff!�� � Block # � " A
❑ Public /Commercia - Describe Use / Q
J 7t/ ❑
City of
El State Owned - Describe Use CSM Number ❑ Village of
d I p / w ` ) Town of
III. Type of Permit: (Check 4fily a box o64ine A. Complete line B if applicable)
A.
New System ❑ Replacement System ❑ Treatment/Holding Tank Replacement Only ❑ Other Modification to Existing System (explain)
B.
❑ Permit Renewal El Permit Revision El change of Plumber El Permit Transfer to New List Previous Permit Number and Date Issued
Before Expiration O r
IV. Type of POWTS System/Component/Device: Check all that a 1
❑ Non - Pressurized In- Ground ❑ Pressurized In- Ground ❑ At -Grade ❑ Mound > 24 in. of suitable soi Mound 124 in. of suitable soil NO
❑ Holding Tank ❑ Other Dispersal Component (explain) ❑ Pretreatment Device (explain) # /
V. Dispersal/Treatment Area Information:
Design Flow (gpd) Design Soil Applicatio Rate(gp Dispersal Area Required sfj m Elevation
Dispersal Area Proposed (sf) Sys
�0 1 5 hS7� S�J ZZsv e 3-40 /
VI, ank Info Ca achy in Total of Manufacturer
Gallons Gallons nits
New Tanks Existing Tanks �", U 6 '
E c
'n, U n y V) w 5 a
Septic or Holding Tank _16 00 0
Dosing Chamber O C>
VII. Responsibility Statement- I, the undersigned, assuAne responsibility for installation of the POWTS shown on the attached plans.
Plumber's Name (Print) �} Plumb S' a e RS Number Business Phone Number
�/ X035 7 7iS _ �.s i5 • d S �' �
um is Address (Street, City, State, Zip Code)
Z
VII County /De artment Use Onl
Approved ❑Disapproved Permit Fee Date Issued ' ed Iss g Agent Sig atur
❑ Owner Given Reason for Denial $ &2 Y/ ®9
IX, Conditions of A proval/Reasons for Disapproval
SYSTEM 01NNEF'�:
1 Septic tank, effluent filter and
dispersal cell must aN serviced / maintained / „� �> , � l/, f � do
as per maltagement plan proVkled plumber. -
Z. All � /
s etback re uirernGnt m be maintained ! L
as per apNieable e6affiW"WMMWans for the system and submit to the County only on paper not less than 81/2 x 1 nches
SBD -6398 (R. 02/09) Valid thru 02/11 — — `
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I Safety and
RANCH ROAD
commerce.wi.gov HAYWARD WI 54843
Contact Through Relay
's c O n s I n www.w
www.coe.wi.gov/s
sin.go /
Department of Commerce iscosin.gov
Jim Doyle, Governor
Richard J. Leinenkugel, Secretary
September 03, 2009
CUST ID No. 220357 ATTN: POWTS Inspector
BRADY J UTGARD ZONING OFFICE
UTGARD PLUMBING & HEATING ST CROIX COUNTY SPIA
PO BOX 413 1101 CARMICHAEL RD
AMERY WI 54001 HUDSON WI 54016
CONDITIONAL APPROVAL
PLAN APPROVAL EXPIRES: 09/03/2011 Identification Numbers
Transaction ID No. 1702171
SITE: Site ID No. 750873
Robert Frame Please refer to both identification numbers,
454 Cth T above, in all correspondence with the agency.
Town of Pleasant Valley
St Croix County
SETA, NEIA, S9, T28N, R17W
FOR:
Description: Mound, 3 br res E'..
Object Type: POWTS Component Manual Regulated Object ID No.: 1238330 Cor,
Maintenance required; 450 GPD Flow rate; 18 in Soil minimum depth to limiting factor from original grade; Syste(s Y
Mound Component Manual -Version 2.0, SBD- 10691 -P (N.01 /01), SSW MP Pub. 9.6; Effluent Filter
DEP,I
The submittal described above has been reviewed for conformance with applicable Wisconsin Administrative Codes DIL
and Wisconsin Statutes. The submittal has been CONDITIONALLY APPROVED. This system is to be constructed
and located in accordance with the enclosed approved plans and with any component manual(s) referenced above
The owner, as defined in chapter 101.01(10), Wisconsin Statutes, is responsible for compliance with all code
requirements.
No person may engage in or work at plumbing in the state unless licensed to do so by the Department per s.145.06,
stats.
The following conditions shall be met during construction or installation and prior to occupancy or use:
Key Item(s)
• In the event this soil absorption system or any of its component parts malfunctions so as to create a health
hazard, the property owner must follow the contingency plan as described in the approved plans. In addition, the
owner must insure that the operation, maintenance and monitoring duties as described in section VIII of the
mound component manual are complied with. A copy of this information must be given to the owner upon
completion of the project.
• The proposed pump is near its limit with the proposed total dynamic head. If upon installation, the total
dynamic head increases, the proposed pump must be reevaluated and may be inadequate.
• Care must be taken to preserve the bench mark during construction.
• The designer proposes to install a state approved effluent filter to achieve the requirement of wastewater particle
size. Pursuant to outlet filter product approval stipulations, maintenance information must be given to the owner
of the POWTS explaining that periodic cleaning of the effluent filter is required. The access opening used to
service the filter shall terminate at or above finished grade with a watertight cover.
BRADY J UTGARD Page 2 9/3/2009
Reminder
• The orientation of the mound system must be such that the longest dimension is oriented along the surface
contour per COMM 83.44(6)(a)2.
• Limit activities in the area 15' beyond the down slope edge of the mound per Mound Component Manual.
• Surface water drainage shall be diverted away from the system area per Mound Component Manual.
• Materials shall conform to the requirements of COMM 84.
• Maintain well and waterline set backs per COMM 83.43(8)(i). Consult the Department of Natural Resources for
well setbacks and other regulations and exceptions.
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. All permits
required by the state or the local municipality shall be obtained prior to commencement of
construction /installation/operation.
In granting this approval the Division of Safety & Buildings reserves the right to require changes or additions should
conditions arise making them necessary for code compliance. As per state stats 101.12(2), nothing in this review
shall relieve the designer of the responsibility for designing a safe building, structure, or component.
Beginning October 1'`, 2008, small wastewater holding tanks with estimated flows less than 3,000 gpd that are based
completely on approved POWTS component manuals must be submitted to the appropriate governmental unit and
will no longer be accepted by the Safety and Buildings Division for review. Please refer to s. Comm 83.22, Wis.
Adm. Code for further information.
Inquiries concerning this correspondence may be made to me at the telephone number listed below, or at the address
on this letterhead.
The above left addressee shall provide a copy of this letter to the owner and any others who are responsible for the
installation, operation or mainte of the POWTS.
Sincerely, i' Fee Required $ 250.00
Fee Received $ 250.00
Balance Due $ 0.00
Patricia L Shandorf
POWTS Plan Revi� wer, , Inte ated Services WiSMART code: 7633
(715) 634 - 7810, : (715) 34 - 5150 , M - f 7:45 am - 4:30 pm
pat.shandorf @wisc sin v
cc: Leroy G Jansky, POWTS Wastewater Specialist, (715) 726-2544, Friday, 7:00 A.M. To 3:30 P.M.
Notice: Starting July 1, 2009, no person or entity may engage or offer to engage in construction business in
Wisconsin unless they hold a Building Contractor Registration, or equivalent, issued by the Safety and Buildings
Division of the Wisconsin Department of Commerce.
"Construction business" means a trade that installs, alters or repairs any building element component,
material or device that is regulated under the commercial building code, chs. Comm 60 to 66, the uniform
dwelling code, chs. Comm 20 to 25, the electrical code, ch. Comm 16, the plumbing code, chs. Comm 81 to
87, or the public swimming pools and water attractions code, ch. Comm 90. The term does not include the
delivery of building supplies or materials, or the manufacture of a'buildingproduct not on the building
site.
For further information, go to our website: www. commerce. wi. sov/ SB/ SB- BuildingContractorProgram.html
MOUND AND PRESSURE DNSTRMUTION COMPONENT DESIGN
POD EX AND ` TITLE PAGE
Project Name: ROBERT FRAME
OWnees Name: ROBERT FRAME
Owner's Address: 454 CTH. T HAMMOND Wl. 54015
484 " CTK T
Legal Description: SE/h1EJS9lT28IR17W
Township: PLEASANT VALLEY'
County: ST. CROW
Subdivision Name: MA
Lot Number. Block Number
Parcel I.D. Number. 024- 1015 -70-M
Plan Trams NQ..
Page 1 Index and title s 3,
Page 2 Data entry. , aF co% c
Page' 3 Mound drawings T/A,
DINGS
Page 4 lateral and dose tank �
Page 5 SYster" maintenance SPecifications, r;
Page 6 Management and contingency plan
Page 7' Pump curve and specifications Page 8; PLEAT PLAN
Page 9 SOIL EVALUATION /? 6c-91
Designer: BRADY UTE ARD Dense Number 220357
Date: 08117/09 Phone Number: 715 760 -0946
Signature:
P-U—rsu�aw tm V"
Mound C P0nentManual -tar Pf1!WTS Version 2.0 SDB- 10%j -P (N 01,Ul),
SSVVMP` Pubkoon_&S DesW of Pressure Disftution Networks for ST-SAS (01181)
Version 3.11 (R. 06/p1) Page 1 of 9
Mound and Pressure Distribution Component Design
site Mfornration
R Residential or Commercial Design rte: saner fill (o) calcublim assurm a
300.00 Estimated Wastewater Flow (gpd) Table 83 -44-3 in-situ soil treatment for fecal
1.50 Peaking Factor (e.g. 1.5 = 150 %) conform of <= 36 indtes.
450.E
Design Flaw ( )
7.00 Site Slope (%)
99.00 Contour tine , Elevation (ft)
18.00 Depth to Limiting Factor (in)
0.20 1 nsitu Soil Application Rate (9pdAf)
Dk**xdJon CaO hdannadon
100.00 Dispersal Cell Length Along Contour (fit) = 4.50 Celt width (ft)
1'.00 Dispersal Cell Design Loading Rate (gpdte)
1 Influent Wad Quality ('l or 2) Are the laterals the highest paint
in the distn'bution Y
Pressure Dieffbution ration network?
e Cotter or End Manifold
2.25 Lateral Spacing (#t) if N above, enter the elevation (ft)
4 Number of Laterals of the highest point.
0.18& Orifice Diameter (ire) (e.g: 0.25)>
300 Oriftce Spacing (ft) = 7.03 ff 1orifice
2.00 Fay Diameter ( #n)
100.00 Fomwe a n- length (ft) Does the forcemain drain back? Y
88:00 Pump Tank Elevation (ft)
3.25 , System Head. (ft).x,1.3 _ 16.31 Forcernain Drainback (gal)
12.50 ' Vertical Lift () 62.81 5x Void Volume (gal)
3.60 Friction Loss (ft) 79.12 Minimum Dose Volume (gal)
19.35 Total Dynamic Head (ft) 41.94.: System Demand (gpin).
I f trat D iarnetei r Selection Manifold" Di S o bons chorea ,n. dia. o .lions choice
?. x-
I 1.00 1.50 x
1.25 x x 2.00 x X
1.511 x 3.O0
2.00 x
3.00 x
Ganoneftch caktdatar
Treatment Tank Information 600.00 Total Tank Capacity (gal)
10W.00' Septic Tank Capacity (gat) 50.78 Total Working Liquid Depth (in)
wed Manufacturer 11.82 . galllt (enter result ire ceR B49.)
Dose Tank Mf corrttafian ElIguent Fier kdormation
600.00 Dose Tank: Cap fty (am) Zabel Filter Manufacturer
11.82 Dose Tank Volume (gal/in) A100 Filter Model Number
weiser Manufacturer
Project: ROBERT FRAME Page 2 of 9
Mound Plan View
............ ........................
... ................................. J
............
1/10 B * - - - - - - - - - - - - - i - -.
. . . . . . . . . . . . . . . . 0 rvation Pipe
. .. . . . . . . . . . . . . . . . . . .
— .4 . . . . . . . . ..... . . . . . . . . . . . . . . . . . . . .
K
0 A
V
B ... .............
................... ....................
..........................................
.........................................
..........................................
....................................................
..... ...................................
.........................................
.........................................
L
Mound Component Dimensions
A 4.50 ft E 21.78 in H 1.00 ft K 10.29 ft
B 100.00 ft F 9.25 in 1 18.00 ft L 120.57 ft
D
6.87 29.37
A in G 50 18.00 0. ft J 2 Aft W [aft
450.00 (ft Dispersal Cell Area 2250.00 (ft Basal Area Available
I 4.501(gpd/ft) Linear Loading Rate 1 10.001 (ft) 1/10 B Obs. Pipe Placement
Mound Cross Section View
Aggregate Dispersal Area
Finished Grade 102.27 (ft)
G H
2
........................
F .....
Dispersal Cell 1 01.00 (ft) Lateral
..... ........ ...
100-50 (ft) Invert ..... ....... ...
. . . . . .......
..........
........ .......
Dispersal Cell ....... . . . . .
E D
............ .......
Elevation ............ ......
............ .........
...........
............
.............. ..........
............... .........
....... .... ....
99.00 (ft) Contour Elevation
7.0 % Site Slope Geotextile Fabric Cover
Shading Key m o . Dispersal Cell See lateral details on
T
Topsoil Cap 2 CL 1.5 ft Page 4 for number, size,
C
Subsoil Cap 0 0 and spacing of laterals.
Cd *-
ASTM C33 Sand 0 F Laterals are equally
Tilled Layer C ! 4) 0.5 ft Typical Lateral spaced from the
— 0 distribution cell's
V M H
F Aggregate 0 t centerline in the
distribution cell (AxB).
Project: ROBERT FRAME Page 3 of 9
Center Connection Lateral Layout Daigram
Force main connection via tee or cross to magi old at point: L aterals ato identic al
i P S Lk
•- Turn -up vdbsll valve or tf X 1( -*l2 � x123) L tercels & force main of PVC Sch 40
alesnoutplug t per COMM Table 84.30 -5
Holes drilled on the botttorn of the lateral
Number of Laterals 4 Orifice Diameter 0.188 in
Lateral Diameter 1.25 in Orifice Spacing (X) 3.18 ft
Lateral Length (P) 4929 ft Orifices per Lateral 16
Lateral Spacing (S) 2.25 ft Orifice Density 7.03 fe /orifice
Lateral Flow Rate gpm Manifold' Length 2:25 ft'
System Flow Rate. gpm Manifold Diameter 2.00 in
Total Dynamic Head [ Enft Forcemain Velocity 4.28 fusee
Dose Tank information Locking cover with warning
label and locking device and
sealed watertight
Electrical as per NEC 300 and — -- 10
16.28 W
Comm AC T 4 in. min.
Disconnect —i-
Tank component is properly vented �----- Alternate outlet
location
Forcemain diameter
Weiser Manufacturer 2 in.
Ca i .: _. 600:00 Gallons,
Volume 11.82 gal/inch A
Weep hole or anti -
Dimension Inches.. Gallons B siphon device
A 36.07 426.32
B 2.00 23.64 C Pump off elevation (ft) — t er 6.69 79.12 88.50
D 6.00 70.92 D
Total 50 -76 600.00
11 4 Dose ta nk. elevation (ft)
3 Bedding uncTer tank. 88.00
Alarm Manuafacturer LEVEL
Alarm Model Number DLV
Pump Manufacturer GOULDS
Pump Model Number EP05
Pump Must Deliver 41.94 gpm at 19.35 ft TDH
Project: ROBERT FRAME Page 4 of 9
Mound System Maintenance and Operation Specifications
Service Provider's Name UTGARD Phone 715 - 760 -0946
POWTS Regulator's Name ST. CROIX Phone 715- 386 -4680
System Flow and Load Parameters
Design Flow - Peak 450 gpd Maximum Influent Particle Size 1/8 in
Estimated Flow - Average 300 gpd Maximum BOD5 220 mg /L
Septic Tank Capacity 1000 gal Maximum TSS 150 mg /L
Soil Absorption Component Size 450 fl? Maximum FOG 30 mg/L
Type of Wastewater Domestic Maximum Fecal Coliform >10E4 cfu /100 mL
Service Frequency
Septic and Pump Tank Inspect and /or service once every 3 years
Effluent Filter Should inspect and clean at least once every 3 years
Pump and Controls Test once every 3 years
Alarm Should test month)
Pressure System Laterals should be flushed and pressure tested every 1.5 years
Mound Inspect for ponding and seepage once every 3 years
INSPECT FILTER ONCE A YEAR
Miscellaneous Construction and Materials Standards
1. Observation pipes are slotted and materials conform to Table Comm 84.30 -1, have a watertight cap,
and are secured in as shown in the mound component manual.
2. Dispersal cell aggregate conforms to Comm 84.30 (6)(i), Wis. Adm. Code.
3. All gravity and pressure piping materials conform to the requirements in Comm 84, Wis. Adm. Code.
4. Tillage of the basal area is accomplished with a mold board or chisel plow.
5. The mound structure and other disturbed areas will be seeded and mulched to prevent soil erosion
and help reduce frost penetration.
Lateral Turn -up Detail
Finished .............. ...............
Grade
6 -8" Diameter Lawn Threaded Cleanout
Sprinkler Valve Box Plug or Ball Valve
Distribution
Lateral
Long Sweep 90 or Two
45 Degree Bends Same
Diameter as Lateral
Project: ROBERT FRAME Page 5 of 9
Mound System Management Plan
Pursuant to Comm 83.54, Wis. Adm. Code
General
This system shall be operated in accordance with Comm 82-84 Wis. Adm. Code, and shall maintained in accordance with its'
component manuals [SBD- 10691 -P (N.01/01) and SSWMP Publication 9.6 (01/81)] and local or state rules pertaining to system
maintenance and maintenance reporting.
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.
Septic Tank
The septic tank shall be maintained by an individual certified to service septic tanks under s. 281.48, Slats. The contents of the septic
tank shall be 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 1/3 the liquid volume of 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.
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 System
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 as protection from freezing.
Influent quality into the mound system may not exceed 220 mg/L BOD 150 mg/L TSS, and 30 mg/L FOG for septic tank effluent or 30
mg /L BOD 30 mg/L TSS, 10 mg/L FOG, and 10 cfu /100 mL for highly treated effluent. 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 6 inches considered as an impending hydraulic failure requiring additional, more frequent monitoring.
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 tank, pump, pump controls, alarm or related wiring becomes defective the defective component(s) 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 or
replaced in its' present location by increasing basal area if toe leakage occurs or by removing biologically clogged absorption and dispersal
media, and related piping, and replacing said components as deemed necessary to bring the system into proper operating condition.
See Page 5 of this plan for the name and telephone number of your local POWTS regulator and service provider.
Project: ROBERT FRAME Page 6 of 9
Goulds
Submersible
Effluent Pump
3871 EPO4
EP05
APP1.1CATtONS •° Fasteners: 300 series • Fully submerged in high ■ Motor Housing: Cast iron
stainless steel. grade turbine oil for for efficient heat transfer,
Specifically designed for the . Capable of running , lubrication and efficient strength, and durability.
following uses: dry without damage to heat. transfer. ■ Motor Cover: Thermoplas-
• Effluent systems components. tic cover with integral handle
• Homes Motor: Available for automatic and and float switch attachment
• Farms manual operation. Automatic poin ?s.
• Heavy duty sump • EPO4 Single phase: 0.4 HP, models include Mechanical
• m' Water transfer 115 or 230 V, 60 Kz,1550 Float Switch assembled and g pew Cable: Severe duty
RPM, built in overload with rated oil and water resistant.
• Dewatering automatic reset. preset at the factory .
■ Bearings: Upper and lower
SPECIFICATIONS • EP05 Single phase: 0.5 HP, FEATURES heavy duty ball bearing
115 V, 60 Hz, 1550 RPM, construction.
Pump EPO4 built in overload with w ) pp4 Impeller. Thermo-
• Solids handling capability:; automatic reset. plastic Semi -open design AGENCY LISTING
'/4' maximum. • Power cord: 10 foot with pump out vanes for
• Capacities: up to 55 GPM'. standard length, 16/3 SJTO mechanical seat protection. Canadian standards Association
• Total heads: up to 24 feet, with three prong grounding `EP05Impeller'. Thermo-
• Discharge size: 1' /2" NPT. plug, Optional 20 foot Plastic enclosed design (GSA listed; model numbers
• Mechanical seat: carbon-
length, 16/3 SJ improved performance.
TW with for end in "F" or "AC ".)
rotary /ceramic- stationary, three prong grounding plug
BUNA -N elastomers. (standard on EP05). ■ Casing and Base: Rugged
thermoplastic design provides
• Temperature: superior strength and
104 °F (40 °C) continuous corrosion resistance.
140 °F (60 °C) intermittent. ^
• Fasteners: 300 series METERS
stainless steer. ro `
• Capable of running
dry without damage to 9 so rw 1 -s
— o
compo nents. & ___ ..._ ._.._ _� c r �.4 `'
p I`t
Pump, EP05
• Solids handling; capability: °a T l
/a" maximum. Uj
• Capacities: up to 60 GPM. s 20 f 35
• Total heads: up to 31 feet.
• Discharge size: 1 NPT. Z s �.
• Mechanical seal: carbon -
— -- l
rotary /ceramic- stationary, ° 4 1s __ rr 1EP05
BUNA -N. elastomers. y ,
• Temperature: 3 10 x --
t04 °F (4(1 °C) continuous -
140 °F (60 °C) intermittent. 2
s
1
0 - 0 t0 2 35 40 1. GPM
I
-Wl
rr
t
r.
� � -1g I�
- Wisconsin Department of Commerce I EVA Page I of 2
Division of Safety and Buildings cc c . Co is. Adm. Code
Attach complete site plan on paper not less 1 2 x 11 inc es in size n*6 2006 County
St. Croix
Include but not limited to: vertical and horizontal re poi n M), coon and Parcel LD.
Percent slope, scale or dimensions, north arrow, and BM re even to nearest �X CO UNTY 024 -10 5 -70 -000
Please print all information ST Reviewed, r ate /
Personal information you provide may be used for secondary purposes (Priv (1) (m)) ._-
Property Owner Property Location
Robert and Tamara Frame Govt. Lot SE % NE v, s 9 T 28/ 17 w
Property Owner's Mailing Address Lot # Block # Subd. Name or CSM#
460 Co Rd. T �e�y - �cj� - Lc �c� A� / i
City State Zip Code Phone ❑ City ❑ Village 0 Town Nearest Road
Hammond WI 54015 715- 796 -5649 1 Pleasant Valley Co. Rd. T
0 New Construction Use: 0 Residential / Number of Bedrooms _3 Code derived design flow rate 450 GPD
❑ Replacement ❑ Public or Commercial - Describe:
Parent Material Flood Plain elevation if applicable ft.
General comments and recommendations: The moderate, fine platy structure found in Boring #1 at 7" to 15" and in Boring #2 from 9"
to 12" can be remediated by chisel plowing to a depth of 18 ". After the soil is disturbed it exhibits a very fine subangular blocky
/ structure. The recommended loading rate following chisel plowing is 0.2 GPD /ft2 for Eff#1.
❑Boring
a Boring # 0 Pit Ground Surface Elevation 99.36 ft. Depth to Limiting factor 22 -/ in.
Soil AoDlication Rate
Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots GPDW
in. Munsell Qu. Sz. Cont. Color Gr. Sz. Sh. 'Eff#1 *Eff#2
1 0 -7 10YR3/2 - L 2 -m-gr mfr cs 2f 0.6 0.8
2 7 -10 10YR3/2 - FSL 2 -f -pl mfr as if 0.0 0.2
3 10 -15 10YR4/4 - FSL 2 -f -pl mfr Cs if 0.0 0.2
4 15 -22 10YR414 - GRCL 2 -m -sbk mfr Cs if 0.4 0.6
5 22 -27 7.5YR4/4 7.5YR4/6 & 1OYR5/2 MA GRSL 1 -m -sbk mfr Cs 1f 0.4 0.7
6 27-48+ 5YR4/4 5YR4/6 f -2-d GRS 0 -sg ml - None 0.7 1.6
❑ Boring
2 Boring # (Z 99 Ground Surface Elevation 99.36 ft. Depth to Limiting factor 24 in.
Soil Aoolication R ate
Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots GPD/ft'
in. Munsell Qu. Sz. Cont. Color Gr. Sz. Sh. "Eff#1 I `Eff#2
1 0 -9 10YR3/2 - L 2 -m-gr mfr as 2f 0.6 0.8
2 9 -12 10YR4/4 - L 2 -f -pl mfr as 1 f 0.0 0.2
3 12 -18 10YR4/4 - SL 1 -m -sbk mfr Cs 1f 0.4 0.7
4 18 -24 10YR4/4 - GRLS 0 -sg Ml Cs 1f 0.7 1.6
5 24 -30+ 7.5Y R4/4 7.5YR4/6 F -1 -F GRS 0 -sg ml - None 0.7 1.6
• Effiuent # 1 = BOD, > 30 <_ 220 mg/L and TSS > 30 < 150 mg/L • Effluent 42 = BOD <_ 30 mg/L and TSS < 30 mg/L
CST Name (Please Print) Signature CST Number
Mark Iverson 46672
Address Date Evaluation Conducted Telephone Number
P.O. Box 155 Hammond, WI 54015 February 13. 2006 715- 796 -5664
Property Owner Robert and Tamara Frame parcel ID# 024 - 1015 -70 -000 page 2 of 2
Boring # ❑ Boring
0pit Ground Surface Elevation 97.79 ft. Depth to Limiting factor 18 in.
Soil Aoolication Rate
Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots GPD/fe
in. Munsell Qu. Sz. Cont. Color Gr. Sz. Sh. *Eff#1 *Eff#2
1 0 -7 10YR3/2 - SL 2 -f-gr mfr as 3f 0.6 1.0
2 7 -11 10YR4/4 - SL 1 -f -pl mfr Cs if 0.4 0.6
3 11 -18 7.5YR4/4 - GRSL 2 -m -sbk mfr gs if 0.6 1.0
4 1840 7.5YR4/4 7.5YR4/6 & 1OYR512 f -2-d GRS 0 -sg ml CS - 0.7 1.6
❑ Boring
Boring # Elpit Ground Surface Elevation ft. Depth to Limiting factor in.
Soil AmMication Rate
Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots GPDKe
in. Munsell Qu. Sz. Cont. Color Gr. Sz. Sh. *Eff#1 *Eff#2
❑Boring
Boring # 0pit Ground Surface Elevation ft. Depth to Limiting factor in.
Soil Awlication 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
* Effluent #1 = BOD 30:5 220 mg/L and TSS > 30:S 150 mg/L * Effluent #2 = BOD < 30 mg/L and TSS <_ 30 mg/L
I
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.
Site Location
. oft. 24 rt. ao ft. so ft. Page 3 of 3
N
Secti n 9 6
0
Co. Hwy. N
r -- -- = per r Line — —
1
I 1 00'
BM#1 - Top of 1/2 "PVC Pipe
99
L E N B-2
98
m a
, r 97, 00 co 98.5' �
�ry
96'
I
I �
1
= Lot Lines (Lines Not Identified are >100')
BM# &Description =
Elevation 100' Bench Mark B-1 = Borin g Location & Elevation House and well location to be determined
Owner: Robert & Tamara Frame Site Information: Completed By: Mark Iverson, PSS #197
460 Co. Rd. T SE 1/4, NE 1/4, S9, T28N, R17W 680 Larcom Street
Hammond, WI 54015 Town of Pleasant Valley Hammond, WI 54015
St. Croix County 715 - 796 -5664
Phone: 715- 796 -5649 CST# 46672
Parcel #: 024 - 1015 -70 -000 03/04/2008 08:34 AM
PAGE 1 OF 1
Alt. Parcel #: 09.28.17.84C 024 - TOWN OF PLEASANT VALLEY
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
O - FRAME, ROBERT J TAMARA J
ROBERT J TAMARA J FRAME
1704 MORNING SUN CIR
BIRMINGHAM AL 35242
Districts: SC = School SP = Special Property Address(es): * = Primary
Type Dist # Description
SC 2422 ST CROIX CENTRAL
SP 1700 WITC
Legal Description: Acres: 5.000 Plat: N/A -NOT AVAILABLE
SEC 9 T28N R17W S1/2 OF SE1 /4 OF SE NE Block/Condo Bldg:
TOWNSHIP PLEASANT VALLEY.
Tract(s): (Sec- Twn -Rng 401/4 1601/4)
09- 28N -17W
Notes: Parcel History:
Date Doc # Vol /Page Type
11/13/1998 591599 1377/115 QC
07/21/1998 583370 1342/02 TD
07/23/1997 940/547
2008 SUMMARY Bill #: Fair Market Value: Assessed with:
0
Valuations: Last Changed: 06/22/2007
Description Class Acres Land Improve Total State Reason
RESIDENTIAL G1 5.000 14,500 0 14,500 NO
Totals for 2008:
General Property 5.000 14,500 0 14,500
Woodland 0.000 0 0
Totals for 2007:
General Property 5.000 14,500 0 14,500
Woodland 0.000 0 0
Lottery Credit: Claim Count: 0 Certification Date: Batch #:
Specials:
User Special Code Category Amount
II I
Special Assessments Special Charges Delinquent Charges
Total 0.00 0.00 0.00
ST. CROIX COUNTY
SEPTIC TANK MAINTENANCE AGREEMENT
AND
OWNERSHIP CERTIFICATION FORM
Owner/Buyer
C
.a
Mailing Address � C-�` /� � /7` Ct✓1�v� rJ e� !.�-!� .� �d /_�'
Property Address C
(Verification required from Planning & Zoning Department for new construction.)
City /State Parcel Identification Number
LEGAL DESCRIPTION
Property Location S ' /4 , J�' /4 , Sec. �f , T Q ?pj N R_/ W, Town of
Subdivision b�1,c�rt G4iy , Lot #
Certified Survey Map # , Volume , Page #
Warranty Deed # 7S Z ! 6 S d , Volume , Page #
Spec house yes �j Lot lines identifiable Dno
SYSTEM MAINTENANCE AND OWNER CERTIFICATION
Improper use and maintenance of your septic system could result in its premature failure to handle wastes. Proper
maintenance 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. Owner maintenance
responsibilities are specified in §Comm. 83.52(1) and in Chapter 12 - St. Croix County Sanitary Ordinance.
The property owner agrees to submit to St. Croix County Planning & Zoning Department a certification form, signed by the .
owner and by a master plumber, journeyman plumber, restricted plumber or a licensed pumper verifying that (1) the on -site
wastewater disposal system is in proper operating condition and/or (2) after inspection and pumping (if necessary), the septic tank is
less than 1/3 full of sludge.
I/we, 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 Planning &
Zoning Department within 30 days of the three year expiration date.
I/we certify that all statements on this form are true to the best of mylour knowledge. Uwe am/are the owner(s) of the
property described above, by virtue of a warranty deed recorded in Register of Deeds Office.
Num of bedrooms
SIGNA. F APPLICANT(S) DATE
** *Any in formation that is misrepresented may result in the sanitary permit being revoked by the Planning & Zoning Department. * **
Include with this application a recorded warranty deed from the Register of Deeds Office and a copy of the certified survey map if
reference is made in the warranty deed.
(REV. 08/05)
State Bar of Wisconsin Form 3 -2003 * 8 7 9 0 8 0 1
QUIT CLAIM DEED 879080
KATHLEEN H. WALSH
Document Number Document Name REGISTER OF DEEDS
ST. CROIX CO., WI
RECEIVED FOR RECORD
THIS DEED, made between Tamara J. Frame 07/28/2008 12:45PM
QUIT CLAIM DEED
EXEMPT N 8N
( "Grantor," whether one or more), and Robert J. Frame REC FEE: 11.00
PAGES: 1
( "Grantee," whether one or more).
Grantor quit claims to Grantee the following described real estate, together with the
rents, profits, fixtures and other appurtenant interests, in St. Croix Recording Area
County, State of Wisconsin ( "Property ") (if more space is needed, please attach addendum): Name and Return Address'
I Lucy A. Bjork
The S 1/2 of the SE 1/4 of the SE 114 of the NE 1/4, Section 9, Township 28N, Bjork Law Office y;
Range 17W, Town of Pleasant Valley, St. Croix County, Wisconsin. E7818 County Road E
Menomonie, WI 54751
This conveyance is made pursuant to a judgment of divorce redered in the circuit
court for St. Criox County, Wisconsin, Case No. 07 FA 356. 024 - 1015 -70 -000
Parcel Identification Number (PIN)
This is not homestead property.
0s) (is not)
Dated g
(SEAL) (SEAL)
* Tamara J. Frame
(SEAL) _(SEAL)
A ENTICATION ACKNOWLEDGMENT
Signature(s) T amara J. Frame STATE OF )
- ) ss.
authenticated on nt 13, - y � 0 , 9 _ COUNTY )
Personally came before me on
C)k the above -named
E. MEMBER WIFBAR OF WISCONSIN
(If not, _ to me known to be the person(s) who executed the foregoing
authorized by Wis. Stat. § 706.06) instrument and acknowledged the same.
THIS INSTRUMENT DRAFTED BY:
Lucy A. Bjork _ Notary Public, State of
Menomonie, WI 54751 _ My commission (is permanent) (expires: )
(Signatures may be authenticated or acknowledged. Both are not necessary.)
NOTE: THIS IS A STANDARD FORM. ANY MODIFICATION TO THIS FORM SHOULD BE CLEARLY IDENTIFIED-
QUIT CLAIM DEED STATE BAR OF WISCONSIN FORM NO. 3-2003
*Type name below signatures. ® State Bar of Wisconsin 2003 INFO -PRO'" Legal Forms • (800)655 -2021 • infoproforms.com
1 of 1
Parcel #: 024- 1015-70-000 09/16/2009 01:55 PM
PAGE 1 OF 1
Alt. Parcel #: 09.28.17.84C 024 - TOWN OF PLEASANT VALLEY
Current X ST. CROIX COUNTY, WISCONSIN
Creation Date Historical Date Map # Sales Area Application # Permit # Permit Type # of Units
00 0
Tax Address: Owner(s): O = Current Owner, C = Current Co -Owner
O - FRAME,ROBERTJ
ROBERT J FRAME
460 CTY RD T
HAMMOND WI 54015
Districts: SC = School SP = Special Property Address(es): " = Primary
Type Dist # Description
SC 2422 ST CROIX CENTRAL
SP 1700 WITC
Legal Description: Acres: 5.000 Plat: N/A -NOT AVAILABLE
SEC 9 T28N R17W S1/2 OF SE1 /4 OF SE NE Block/Condo Bldg:
TOWNSHIP PLEASANT VALLEY.
Tract(s): (Sec- Twn -Rng 401/4 1601/4)
09- 28N -17W
Parcel History:
rY :
Date Doc # Vol /Page Type
07/28/2008 879080 QC
11/13/1998 591599 1377/115 QC
07/21/1998 583370 1342/02 TD
03/20/1992 480739 940/547 QC
2009 SUMMARY Bill #: Fair Market Value: Assessed with:
0
Valuations: Last Changed: 04/29/2009
Description Class Acres Land Improve Total State Reason
RESIDENTIAL G1 5.000 9,400 0 9,400 NO
Totals for 2009:
General Property 5.000 9,400 0 9,400
Woodland 0.000 0 0
Totals for 2008:
General Property 5.000 14,500 0 14,500
Woodland 0.000 0 0
Lottery Credit: Claim Count: 0 Certification Date: Batch #:
Specials:
User Special Code Category Amount
es
Special Assessments Special Charges Delinquent Char
p p 9 q 9
Total 0.00 0.00 0.00
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