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Wisconsin Department of Commerce PRIVATE SEWAGE SYSTEM County: St. Croix
' Safety and Building Division
INSPECTION REPORT Sanitary Permit No:
405074 0
ATTACH TO PERMIT)
GENERAL INFORMATION ( State Plan ID No:
Personal information ou provide may be used for seconds purposes Priva Law, s.15.04 m)
Y P Y secondary P P i cY 1 ()( . 7
Permit Holder's Name: City Village X Township Parcel Tax No:
Ziereth, Mark I Somerset Township 032 - 2128 -30 -000
CST BM Elev: Insp. BM Elev: IBM Desc' ion:
/" . 0 1 06'o " / soh l
TANK INFORMATION ELEVATION DATA
TYPE MANUFACTUR R CAPACITY STATION BS HI FS ELEV.
Septic Bench rkIt-
Dosing k Alt. BM
Aeration / W Bldg. Se we LdA f s d 3.1
Holding St/Ht Inlet
D�7 03•x'
TANK SETBACK INFORMATION St/Ht Outlet
TANK TO P/L JL 1. L BLD Vent to Air Intake ROAD Dt Inlet r /
/ t Cpr
Septic � 5 - t� _ � d �/ Z 2 / ZZ / Dt Bottom ( 'L
Dosing He der /Man. 1 0
llr� /►• 3
Aeration Dist. Pipe
yb
Holding Bot. S stem
ZI , (
Final Grade t / 0 7 3
PUMP/ IPHON INFORMATION 1 1d oh-s !�. 10 +3
Manufacturer Demand St Cover
7.3
Model NNLber
TDH F Action Loss System Head TD Ft
Forcemain Length Dia.
SOIL ABSORPTION SYSTEM
BED/TRENCH Width�� � Len / No. Of Trenches PIT DIMENSIONS No. Of Pits Inside Dia. Liquid Depth
DIMENSIONS X
SETBACK SYSTEM TO P/L BLDG WELL LAKE /STREAM LEACHING Manufacturer:
INFORMATION Ty e Of System: Z / CHAMBER OR Model Number:
✓ J
DISTRIBUTION SYSTEM ab
Header /Manifold Distribution x Hole Sif6 x Hole Spacing Vent to it Intake
Pipe(s) Q dlL
Length Di a Length O Dia 54,4;
SOIL COVER x Pressure Systems Only xx Mound Or At - Grade Systems Only
Depth Over AAl I Depth Over xx Depth of xx Seeded /Sodded T Mulched
Bed/Trench Center ed/Trench Edges Topsoil- Yes [ j No [] Yes ❑ No
COMMENTS: (Include code discrepencies persons present, etc.) Inspe ' n #1: / / Inspection #2:
Location: 527 164th Street S erset, WI 54025 (NW 1/4 W 1/4 9 T30N R1 9W) to o '
r E
Kam Parcel No: 09.30.19.1145 j
/�q ��w�vra(, sa � . S • P10 e& C'allCd f��onFlrr a P°l: 14vO-
1.) Alt BM Description
2.) Bldg sewer length = Zvi / "- 1145*"____ r /�17�� { t� G,4 4
- amount of cover
Plan revision R " edti Yes No
for
Use other side for additional information.
SBD -6710 (R.3/97) Date Insepcto s Signature Cart. No.
r
Safety and Buildings Division County
Cons, �
201 W. Washington Ave., P.O. Box 7162 C ,�
>�Sn Madison, WI 53707 - 7162 Site Address
Department of Commerce S 5 — D// C 1 7
Sanitary Permit Application Sanitar Permit rj umber =�. r
In accord with Comm 83.21, Wis. Adm. Gxie, personal information you provide Check if Revision `�
may be used for secondary purposes Privacy Law, s15.04(1)(m)
I. Application Information - Please Print All Informati RE State Plan I.D. Number
-
Property Owner Name Parcel Number
� r°2c- 0 3 —.2 / -.7-
Property Owner Mailing Address Propert Location G
/ C✓ / "c�1 �. l 3 ST. CROIX COUNTY *4k A4 W S l T 3 aN R / j 7 E
City, State Zip Code E Lot Numbe ` , 7 Block Number
Subdivision ame CSM Number
11. Type of Building (Check all that apply.) f` '� sib ❑City
1 or 2 Family Dwelling - Number of Bedrooms 7 �nt►wS> _ ❑ Village
❑ Public/Commercial - Describe Use ownshi
0 State Owned d ��
Nearest Road
[I. Type of Permit: (Check only one box on line A. Numbering is for internal use.) (Complete line B, if applicable.)
A. PO New 3 ❑ Replacement of 6 ❑ Addition to
S stem 2 ❑Replacement System Tank Only Existing S stem For County use
B. ❑Check if Sanitary Permit Previously Issued Permit Number Date Issued
IV. Type of POWT System: (Check all that apply. Numbering is for internal use.)
44X Non - Pressurized In- Ground 210 Mound 47 ❑ Sand Filter 50 ❑ Constructed Wetland
22 ❑ Pressurized In- Ground 4l ❑ Holding Tank 48 ❑ Single Pass 51 Q Drip Line
45 Q At -Grade 46 ❑Aerobic Treatment Unit 49 ❑ Re c' ulating 30 ❑Other
V. Dispersal/Treatment Area Information: r 2vi5r, e 0 7
Design Flow (gpd) Dispersal Area Dispersal Area Soil Ap Percolation Rate ystem El ion Final Grade
Required Pro Rate(Gals. /Days/Sq.FtJ (Min.) lnch) IUa _ Y� Elevation
IZ?$.S
� f �G�/�"i ( Q'c/ s 1v i -eta &7
VI. Tank Info Capacity in Total Number Manufacturer Prefab Site Steel Fiber Plastic
Gallons Gallons of "Tanks Concrete Constructed Glass
New Existing
Tanks Tanks
Septic or Holding'rank e--
Daring Chamber
VII. Responsibility Statement- I, the undersigned, assume responsibility for installation of the POWTS shown on the attached plans.
Plumber's Name (Print) Plumber's Signature MP /MPRS Number Business Phone Number
Plumber's Address (Street, City. State. Zi .ode)
4� C-"(
VIII. County/Department Use Onl
LJ Disapproved Date Issued Issuin Agent Signature (No Stamps)
Approved (3 Owner Given Initial Adverse Sanitary Permit Fee includes Groundwater `
Dete n Surcharge Fee) 00 -- ' 7t1a
IX. Conditions Approv Reasons for Disapproval
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v Isns (to the County onl r on paper not ess x
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Wisconsin Department of Commerce SOIL EVALUATION REPORT page 1 of 3
Division of Safety and Buildings in accordance with Comm 85, Wis. Adm. Code A.C.E. Sal & Site Evaluations
Attach complete site plan on paper not less than 8% x 11 inches in size. Plan must County St. Croix
include, but not limited to: vertical and horizontal reference point (BM), direction and Parce D
percent slope, scale or dimemsions, north arrow, and location and distance to nearest road. 032 - 2128 -30 -000
Please print all information. ev+gwed By Date
Personal Information you provide may be used for secondary purposes (Privacy Law, s. 15.04 (1) (m)). ZAU
Property Owner Property Location
Mark Zierath Govt. Lot NW 1/4 SW 1/4 S 9 T 30 N R 19 W
Property Owner's Mailing Address Lot # Block # Subd. Name or CSM#
P.O. Box 13 17 Plat Of Wagner Estates
City State Zip Code Phone Number _j City _ Village a Town Nearest Road
Afton MN 55001 651 - 436 - 8324 Somerset I 164Th Ave.
New Construction Use: 1e Residential / Number of Ix r �� design flow rate 600 GPD
Replacement � Public or commercial - cnbe: " ED
Parent material Glacial Till Ft n elevation, if applicable na
APR
General comments G
and recommendations: Recommend installing 3 trenches t tai, one at 3' x 106.2x 100.00' using 49 high capacity infiltrator chambers. Recommend sys ! -C%
FTI Boring # A Boring
01 Pit Ground Surface elev. 105.35 ft. Depth to limiting factor >94" in. Sal Application Rate
Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots GPD/fF
*Eff#1 *Eff#2
1 0 - 13 10yr3/3 none sl 2fsbk mvfr cw 2f,1m 0.5 0.9
2 13 -23 10yr4/4 none sl 2fsbk mvfr cw 1f 0.5 0.9
3 23:12 7.5yr4/4 none sl till 2msbk mfr gw 1vf &f 0.5 0.9
4 72 -94 7.5yr4/4 none sl till 1 msbk mfr - - 0.4 0.6
+(oz. •y�
7.5yr4/6 sand grains visable on ped faces in horizons #3 & #4.
❑ Boring # A Boring
0 Pit Ground Surface elev. 105.81 ft. Depth to limiting factor '99 in. Soil Application Rate
Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots GPD/ft
*Eff#1 I *Eff#2
1 0 -15 10yr4/2 none sl 2fsbk mvfr cw 2f,1m 0.5 0.9
2 15 -29 10yr4/3 none sl 2msbk mfr cw 1f 0.5 0.9
3 29 -54 10yr4 /4 none Is 1msbk mvfr db 1vf &f 0.7 1.2
4 54 -99 7.5yr4/4 none sl till 2msbk mfr - - 0.5 0.9
Horizon #4 consists of an unsorted mixture of 2msbk 7.5yr4/4 light sl & 1 msbk Is. Loading rate reflects most restrictive condition found within horizon.
* Effluent #1 = BOD ? 30 < 220 mg/L and TSS 1 < 50 #2 = BOD < 30 mg/L and TSS < mg/L
CST Name (Please Print) SI nature:
m CST Number
,,� James K. Thompson s --- 3602
Address A.C.E. Sal & Site Evaluations Date Evaluation Conducted Telephone Number
340 Paulson Lake Lane, Osceda, WI 20 4/23/02 715 - 248 -7767
Property owner Mark Zierath Parcel ID # 032 2128 -30 -0 Page 2 of 3
3] On g # Boring limiting factor >90" in. Ad Pit Ground Surface elev. 103.51 ft. Dep th to 9 Sal Application Rate
Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots
*Eff#1 *Eff#2
1 0 -15 10yr3/3 none sl 2fsbk mvfr cw 2f,1m 0.5 0.9
2 15 -26 10yr5/4 none sil 2fsbk mvfr ci 1 f 0.5 0.8
3 26 -71 7.5yr4/4 none sl 2msbk mfr gw 1vf &f 0.5 0.9
4 71 -90 7.5yr4/4 none sl till 1 msbk mfr - - 0.4 0.6
4] Boring # Boring -
{ Pit Ground Surface elev. 102.58 ft. Depth to limiting factor > 77" in. Soil Application Rate
Horizon Depth Dominant Color I Redox Description Texture Structure Consistence Boundary Roots
*Eff#1 *Eff#2
1 0 -10 10yr3/3 none sl 2fsbk mvfr cw 2f,1m 0.5 0.9
2 10 -21 10yr5/4 none sil 2fsbk mvfr cw 1 f 0.5 0.8
3 21 -30 7.5yr4/6 none scl 2msbk mfr cw 1f 0.4 0.6
4 30 -77 7.5yr4/4 none sl till 2msbk mfr - 1vf &f 0.5 0.9
Boring # J Boring --
*I Pit Ground Surface elev. 103.14 ft. Depth to limiting factor >72" in. Sal Application Rate
Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots
*Eff#1 *Eff#2
1 0 -11 10yr3/3 non sl 2fsbk mvfr cw 2f,1m 0.5 0.9
2 11 -20 10yr4/4 none Sill 2fsbk mvfr gw 1f 0.5 0.8
3 20 -50 10yr5/4 n sil 2msbk mfr cw 1f 0.5 0.8
4 50 -72 7.5yr4/4 none sl till 2msbk mfr - 1f 0.5 0.9
* Effluent #1 = BOD 5 > 30 < 220 mg/L and TSS >30 < 150 mg/L * Effluent #2 = BOD <30 mg/L and TSS <_�0 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.
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Private Onsite Wastewater Treatment System Management Plan
Septic Tank And Gravity In- Ground Soil Absorption Component
Pursuant to Comm 83.54 Wis. Adm. Code each Private Onsite Wastewater Treatment
System (POWTS) shall include Information and procedures for maintaining the system within
the parameters of Comm 83 and 84, and the conditions of approval by the department, agent,
or governmental unit. The approved plans and permits for system are on file at the county
zoning or health department.
This mana gement plan complies with Comm 83.54, Wis. Adm. Code, and the In- Ground
Soil Absorption Component Manual for Private Onsite Wastewater Treatment Systems SBD-
10567-P (R.6/99).
Table 1: System Des i n S ecificadons
Sanitary Permit Number o4
Number of Bedrooms
Des' n Flow - Peak pd G'� G
Estimated Flow - Avera Cl/
Septic Tank Capacity (g
Soil Absorption Comp2nent Size ) i
T of Wastewater Domestic
Table 2: Soil Abs ion Component - Limits of Reliable Operation
Septic Tank Component Soil Absorption Compo Went
Design Flow - Peak 6a °
Maximum Influent Particle Size in 118
Maximum BOD m l- 220
Maximum TSS (mg (mg/L 150
Table 3: Malntenanco schedule
Septic Tank Inspect and/or service once every 3 years
Outlet Filter Inspect once a year and dean at least once every 3 years
Soil Absorption Component Inspect once every 3 years
Septic Tank
The septic tank shall be maintained by an individual certified to service septic tanks
under s. 281.48, Stats. The contents of the septic tank shall be disposed of in accordance with
NR 113, Wis. Adm. Code (Servicing Septic or Holding Tanks, Pumping Chambers. Grease
Interceptors, Seepage Beds, Seepage Pits, Seepage Trenches, Privies, or Portable
Restrooms .
)
The operating condition of *the se tic tank and outlet filter shall be assessed at least
once every 3 years by inspection. Th outlet filter s hall cleaned as necessary to ensure
proper o peration. 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
Management Plan for a Septic Tank and Soil Absorption Component
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 scum and sludge 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 an 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.
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 the tank.
No one should enter a septic or other treatment or holding tank for
any reason without being In full compliance with OSHA standards for
entering a confined space. The atmosphere within the sepdc or other
treatment of holding tank may contain lethal gases, and rescue of a
person from the Interior of the tank may be difficult or impossible.
Tank abandonment shall be in accordance with Comm 83.33, Wis. Adm. Code when the
tank Is no longer used as a POWTS component.
Soil Absorption Componsr
The soil absorption component serving this structure is designed to accept domestic
wastewater from a residential facility. The limits of operation of this component are shown in
Table 2.
The longevity of a soil absorption component depends greatly on proper and timely
maintenance, and system use within or below the limits of reliable operation. Good water
conservation practices by all occupants and the installation of water conserving plumbing
fixtures are key factors in extending the useful life of this component.
The soil absorption component's operation must be assessed by Inspection at least
once every three years. The Inspection shall include recording the levels of ponding, if any, in
the observation pipes, and a visual Inspection for any evidence of surface seepage or discharge
from the component. On steeply sloping sites, areas of erosion should be identified and
reported to the owner for repair. The surface discharge of domestic wastewater or sewage
from the system is prohibited and considered a human health hazard.
Traffic around or over the soil absorption component should be avoided particularly
during winter months. The compaction or removal of snow cover over the component may lead
to hydraulic failure by freezing. This type of failure is usually temporary, but is difficult or
impossible to repair until weather conditions improve. In general, soil compaction over this
component will reduce diffusion of oxygen into the soil and dispersal cell, which may lead to
more intense, and earlier, organic dogging of the soil.
2
Mafia unlit Platt for a ftpft Tank and Soil Absorption Component
Plantings of deep -roo ted trees and shrubs directly over or within tan feet oaf the
component should be avoided since root intrusion into the component may obstruct wastewater
flow.
3
CONTINGENCY PLAN
If the POWTS (alts and cannot be repaired the following measures have been, or must be taken, to provide a code Compliant
replacement system:
)I<7 A sultabie replacement area has been tvaluated and may be utNited for the location of a replacement soi! absorption
i system. The replacement area should be protecW from dim&ance and ctsrnpactlon and should rot be W!"I e4 upon
by
required setbacks from exbtin` and proposed strvciore, W !Ines and wells. Fallure to protect the replacement area will
result In the need for a new soil and site evaluation to establish a sultaWe replacement area, Rapbccment systems must
comply with the rules In effect at that dme.
Q A sultabie replacement area b not available due to setback and/or soil limitations. 8arti% advances in POWTS tech op
a holding tank may be Installed as a last resort to replace the failed POWTS.
D The site has not been evaluated to identify a suitable reptacemeit area. Upon failure of the POYM a soli and site
evaluation must be performed to locate a suitable replacement area. If no replacerivat area Is avallabk a holding tank may
be installed as a last resort to replace the failed POWTS.'
0 Mound and at-grade soil absorption systems may be reconsovcted in place following removal of the biomat at the
Inflitradve surface. Reconstructions of such systems enust.comply with the rules In effect at that time.
<<WARNING> >
SEPTIC, PUMP AND OTHER TREATMENT TANKS MAY'' CONTAIN LETHAL GASSES AND /OR INSUFFICIENT
OXYGEN. DO NOT ENTER A SEPTIC, PUMP OR OTH jj TREATMENT TANK UNDER ANY CIRCUMSTANCES.
DEATH MAY RESULT, RESCUE OF A PERSON FROM YK-9 INTERJOR Of A TANK MAY iL DIFFICULT OR
ADDITIONAL COMMENTS
POWTS INSTALLER POWTS MAINTAINER
Name Na rnt
Phone his - -/- 74 y Phone
SEPTAGE SERVICING OPERATOR (PUMPFRJ LOCAL RIEGULATORY AUTHORITY
Name I I ApncY S� G ro i �O
plant eQ
ST CROIX COUNTY
SEPTIC TANK MAINTENANCE AGREEMENT
AND
OWNERSHIP CERTIFICATION FORM
Owner/Buyer - �Q a )�, � � L .,e ri
nn
Mailing Address ''1 - (2, x 1 �' ►" I {/ { Y1 /
Property Address
(Verification required from Planning Department for new construction)
City/State Parcel identification Number A
LEGAL DESCRIPTION Q
Property Location J LL - ' /., y,, Sec. - I . T S3 N -R.. Town of S5VUS&
Subdivision W Lot #
Certified Survey Map # `-- . Volume . Page #
Warranty Deed # _ �� . Volum Page # 3 �-�-
Spec house K yes ❑ no Lot lines idea i5.able ,❑ yes O no
SYSTEM MAINTENANCE
Improperuse and tmaintcnaneeofynnrsepticsyrtuncould result in its I - F far =tohandlewastes.Propermamornance
consists of pumping out dye septic tank cvay three years or sooner; if needed by a licensed pampa. What you put taro dye system
can affect the function of the septic tank as a treatment stage in dye waste dkxx; l system.
TLC property owner agrees to submit to St Croix Zotring Deputakmt a cafification fot,m, agned by &c owner and by a
masWplumber, jommymaaglrmrbet; rrstridaphmrbaa a licensed pumper verifying that (1) the on-site waste r"Mdisposal system
is in proper operating condition and/or (2) aftabspection and I Ii (if nocessary� the septic tank is less than 1/3 full of sludge.
Uwe, the uaders4pwd have read the above tequircments and agree to maintain dye private sewage disposal system with the stand,tds
sd forth, heroin, as set by the Dcpattmad of Commerce and the DgmbnoK of Natural Resources; State of Wisconsin. Ceatfiotfloa
stating that your septic has been maktained must be completed and returned to the St. Croix County Zoning Office w9k 30
days of lion date.
e
SIGNATURE OF &OCANT DATE
OWNER CERTIFICATION
I (we) certify that all statements on this form are true to the best of my (our) knowledge. I (we) ant (are) the owner(s) of
die above, by virtue of a warranty deed r oordod in Regjistcr of Deeds Office.
y A, oz
SIGNATURE OF PPLICANt DATE
* * * * ** Any information that is mis- represented may result in the sanitary permit being revoked by the Zoning Departmeat. * «* *s*
** Include with this application: a stamped warranty deed from dye Register of Deeds office
a copy of the certified survey map if reference is made in the warranty deed
U 1885P 862
STATE BAR OF WISCONSIN FORM 2 - 1999 6 8 2 1 $
WARRANTY DEED KATHLEEN H. MALSH
Document Number STGICROIXOCODEEMI
This Deed, made between Nottingham Development, LLC, RECEIVED FOR RECORD
byGreg Johnson, its sole member, 0 5 - 06 -2002 2 :00 PH
WARRANTY DEED"
Grantor, and Mark W. Zierath d /b /a Mark W. Zierath EXERT #
Construction REC FEE: 11.00
TRANS FEE: 146.70
COPY FEE:
CERT COPY FEE:
Grantee. PAGES: 1
Grantor, for a valuable consideration, conveys to Grantee the.
following described real estate in St. Croix County,
State of Wisconsin (if more space is needed, please attach addendum):
Recording Area
Lot 17 agner Estates, St. Croix County, Wisconsin. Name and Return Address KRISTINA OGLAND
ESTREEN & OGLAND
304 Locust
mw %w WI 54016
032 - 2128 -30 -000
Parcel Identification Number (PIN)
This is not homestead property.
Q$) (is not)
Exceptions to warranties: Easements, restrictions and rights -of -way of record, if any.
Dated this 1 ZJ 114 day of April 2002
ngham D e opme LC
' ' Greg Johnso is so memb `
AUTHENTICATION ACKNOWLEDGMENT
Signature(s) Nottingham Development, LLC, by Greg Johnson, STATE OF WISCONSIN )
its sole member, ) ss.
County )
authentic ted thi d y of April 2002
Personally came before me this day of
, the above named
* Kristina Ogland
TITLE: MEMBER STATE BAR OF WISCONSIN
(If not, to rye known to be the person(s) who executed the foregoing
authorized by § 706.06, Wis. Stats.)
instrument and acknowledged the same.
THIS INSTRUMENT WAS DRAFTED BY
Attorney Kristina Ogland Notary Public, State of Wisconsin
Hudson, W1 54016 My Commission is permanent. (If not, state expiration date:
(Signatures may be authenticated or acknowledged. Both are not necessary.) _ , )
' Names of persons signing in any capacity must be typed or printed below their signature. Information professionals company, Fora du lac. wI
WARRANTY DEED STATE BAR OF WISCQNSIN
e004155-2021
FORM No. 2 - 1999
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OF THE STORM WATER RETENTION AREA Obit# AM E�3TAM OR oaSTAk1Cfi %%bNX%* ANYIAt
ISPROl ffm THE'OIStUt ANC dF' J�St# xVEX 'S'�NCE.B1fAPIYONE'{S`AV�KdIATK N#
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Featherstone Excavating, Inc. �'
P. O. Box 467
Hudson, W1 54016 S 1
44 715-381-1704 651436-1987
1<
October 8, 2002
St. Croix County Wisconsin Zoning Office 'NED
D
St. Croix County Government Center
Attn: Steve Fisher and Staff GC T 0 8 20021
1101 Carmichael Road
Hudson, WI 54016-7710
C
Dear Steve and Staff:
This is in regards to the Invoice of October 4, 2002, regarding a Re-inspection Fee of $75.00. 1
thoroughly take responsibility for forgetting to call St. Croix County with a cancellation request
for the inspection at Wagner Estates, Lot 17, on October 4, 2002 at 2:00 p.m.
The letter indicated that the plumber's office was contacted to confirm the appointment. The
confirmation, however, was done by the inspector, on site, at the time of the meeting and not
prior.
Due to the 2" of rain received in the area by 7:00 a.m. and continued rain until approximately
1:00 p.m., the weather conditions prohibited my crew and from completing the installation of the
drain field portion of the septic system. My crew and I were able to install the septic tank and the
plumbing from the home to the tank despite the weather conditions. I feel this inspection could
have been used more efficiently then just returning to the office to generate an invoice for $75.00
for a re-inspection fee. All site assessments do not require the assistance of a plumber. For-
instance, distance measuring of well setbacks to septic tanks, length of building sewer, building
setbacks to the septic tank, and property line verifications and setbacks.
I do realize that elevations of specific components and points of system do require the use of a
transet that is usually supplied by the plumber. This is also an area that could be streamlined by
supplying the inspectors with a laser type transet as this is not a two-man job. Maybe when
Todd Featherstone becomes POWTS Waste Water Specialist for the State of Wisconsin, he will
change the code. (Ha-Ha.) I do, however, enjoy the brief encounters with the inspectors of St.
Croix County during "attended" inspections. I also will look, in the future, for to any comments
regarding this letter.
I would like to offer a couple of more notes before ending. A letter or memo to all plumbers
informing them that due to the county having to hire contract inspectors, the plumber could
possibly be charged a $75.00 re-inspection fee as the county sees fit.
Regarding the inspections of septic systems. If there are budget issues regarding scheduled
inspections are plumbers restricted to one inspection per system installation or are we allowed
two inspections? For example, if just tanks are being installed, do not request an inspection?
Thank you for your time concerning this matter. Again, I apologize for my over -site about the
cancellation and will do my best to correct this. I know all of you are overloaded and can't
afford to waste time. I hope you understand the overload also takes its toll on this end
The efficiency within your department, this year compared to previous years, has not gone
unnoticed. Keep up the good work.
Sincerely,
Todd Featherstone
Featherstone Excavating, Inc.
TF /srt
Wisconsin Department of Commerce SOIL AND SITE EVALUATION Page l of 3
Division of Safety and Buildings in accord with Comm 83.05, W is. Adm. Code
AC.E. Soil &Site Evaluations
Attach complete site plan on paper not less than 8'/2 x 11 inches in size. Plan must County
include, but not limited to: vedicd and horizontal reference point (BM), direction and St. Croix
percent slope, scale or dimemsions, north arrow, and location a nce to nearest road. parcel I.D.#
032- 2034 -95 ID #9.30.19.606
APPLICANT INFORMATION - Please pWl?tON >119i►. Reviewed By Date
Personal information you provide may be used for secor ary purposes (Pr vacy Law (Si (1) (m)).
Properly Owner =' PrtSpe Location
Gaylen Schilling, Buyer: Greg John op Govt. Co NE 1/4 SW 1/4 S 9 T 30 N,R 19 W
Property Owner's Mailing Address i Lot #_.._� Block # Subd. Name or CSM#
498 150th Ave nue l7 Plat Of Wagner Estates
City State Zip Code PhoneNumW� , Q Ci Village MTown Nearest Road
Somerset WI 54025 * .715- 549,)R(75 ;ti . , Somerset 50Th street
3 Addition to existing buildin
New Construction Residen LNlirpb�rofb ❑ 9 9
Use:
❑ Replacement ❑ Public or comtrle�sialldesr
6 trench, 9i
z
/ffz
Code Derived daily flow 450 gpd Recommended design loading rat e 5 bed , 9Pd
fftZ 6 trench, gpd/ft
Basal area required 900 bed, ftz 1000 trench, ftz Maximum design loading rate .5 bed, gpd
Recommended infiltration surface elevation(s) 95.2' at 12" above 94.2 contour. ft (as referred to site plan benchmark)
Additional design / site considerations
Parent material Glacial till Flood plain elevation, if applicable NA ft
S= Suitable for system Conventional Mound In- Ground Pressure AT -Grade System in Fill Holding Tank
U= Unsuitable for system ❑ S® U I Z S❑ U ❑ S® U ❑ S U ❑ S® U ❑ S N U
SOIL DESCRIPTION REPORT
Depth Dominant Color Mottles Structure GPD/ftz
Bonin Horizon Cont. Co
Texture Consisten Boundary Roots
9# in. Munsell Qu. Sz. Color Gr. Sz. Sh. Bed Trench
1 1 0 -10 10yr3 /2 None sl 2fsbk mvfr cs 2f,lm 0.5 0.6
2 10 -18 10yr5 /3 None sl 2fsbk mfr cw Ifin 0.5 0.6
Ground 3 18 -27 1 Oyr4 /4 None sl 2msbk mfr aw 1 f 0.5 0.6
elev
95.45ft 4 27 -56 5yr4/4 None sl lcsbk mfi - - 0.4 0.5
Depth to
limiting
factor _
>56"
Remarks: - - -- - —
1 0 -9 10yr3/2 None sl 2fsbk mvfr cs 2f,lm 0.5 ! 0.6
2 2 9 -28 1Oyr4 /4 None Is Osg ml cw lfin 0.5 0.6
Ground 3 28 -34 7.5yr4/4 None sl 2msbk mfr aw if 0.5 0.6
elev
93.73 ft 4 34 -70 7.5yr4/4 m2f7.5yr5/8 scl lcsbk mfi - - 0.2 0.3
Depth to
limiting
factor
34"
Remarks:
CST Name (Please Print) Signatu k Telephone No.
James K. Thompson S. __ 715- 248 -7767
A.C.E. Soil & Site Evaluations Date CST Number Ref #
Address 1236
340 Paulson Lake Lane, Osceola, 54020
5/8/00 3602
PROPERTY OWNER. Gaylen Schilling, Buyer: Greg Johnso SOIL DESCRIPTION REPORT , 2ss Page ite 2 of 3
PARCEL I.D.# 032 - 2034 -95 113#9.30.19.606 A.C.E. Soil & S Evaluations
Depth Dominant Color Mottles Structure GPD/ftz
Horizon in Munsell Qu. Sz. Cont. Color Texture Gr. Sz. Sh. nsistence Boundary Roots
Bed � Trench
3 1 0 -9 10yr3 /2 Non A 2fsbk mvfr cs 2f,lm 0.5 0.6
2 9 -19 10yr4 /6 None is Osg ml cw lfin 0.7 0.8
Ground
elev 3 19 -30 10yr4/4 None is Osg ml cw if 0.7 0.8
93.15 ft 4 30 -36 1 Oyr 4/4 m2f1.5yr5 /8 is Osg ml aw if 0.7 0.8
Depth to 5 36 -60 7.5yr4/4 m2f7.5yr5 /8 sl Om mfi - - 0.3 0.4
limiting
factor
30'
I
Remarks:
Ground
elev
Depth to
limiting
factor
Remarks:
Ground
elev
Depth to
limiting
factor
Remarks:
Ground
elev
Depth to
limiting
factor
Remarks:
y pr-o po-d A bl rc- /toad
83
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