HomeMy WebLinkAbout012-2007-03-000
Wisconsin Department of Commerce PRIVATE SEWAGE SYSTEM County: St. Croix
Safety and Building Division
INSPECTION REPORT Sanitary Permit No:
(ATTACH TO PERMIT) 584703
GENERAL INFORMATION State Plan ID No: '
Personal information you provide may be used for secondary purposes (Privacy Law, s.15.04 (1)(m)] 4 ~
Permit Holder's Name: City Village Township Parcel Tax No:
Robin Haffner TOWN OF ERIN PRAIRIE 012-2007-03-000
CST BM Elev: Insp. BM Elev: IBM Despription: s Section/Town/Range/Map No:
-.a 06.30.17.603
TANK INFORMATION ELEVATION DATA
TYPE MANUFACTUREk CAPACITY STATION BS HI FS ELEV.
Septic Benchmark
Dosing Alt. BM
Aeration Bldg. Sewer
Holding St/Ht Inlet C.j
St/Ht Outlet
TANK SETBACK INFORMATION + L-
TANK TO P/L WELL BLDG. Vent to Air Intake ROAD Dt Inlet -
Septic Dt Bottom i
Dosing Header an. ^b . 'J
re J
Aeration Dist. Pipe
ter.. `i3. 13'. z
Holding Bot. System
- lo, 9z, t 9 2.
Final Grade
PUMP/SIPHON INFORMATION
Manufacturer and St Cover ) i~^ f ro"
GPM
Model Number
TDH Lift Friction Loss System Head TDH Ft
Forcemain Length Dia. Dist. to Well
SOIL ABSORPTION SYSTEM
BED/TRENCH Width Length No. Of Trenches PIT DIMENSIONS No. Of Pits Inside Dia. Liquid Depth
DIMENSIONS
SETBACK SYSTEM TO P/L BLDG WELL LAKE/STREAM LEACHING Manufacturer:
INFORMATION CHAMBER OR / i
Type Of System: UNIT Model Number / f .
DIST IBUTION SYSTEM - t "OT 3t-,
Header/Manifold ID istribution x Hole Size x Hole Spacing Vent to Air Intake
P ipe(s)
Length Dia Length" Dia Spacing
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 CenterBed/Trench Edges Topsoil es ❑ N. Q '1 16 Yes No,
I ` • F e
COMMENTS: (Include code discrepencies, persons present, etc.) Inspection rC\`~~Q ~SI'nspe ~f
Location: 1705 156TH ST 1 ~(1I J
1.) Alt BM Description=-- f li. , dr} 1('• VwA Gb°q Cou' 1107 he' lkoG e d rP✓~J~~/
2.) Bldg sewer length = ~ l' ` ~ , ~111r,_4 IAnd 11 h, Yqa I tt p
- amount of cover = \\a1~o~ ~Q y
5y~k2t~ .rs~,~ ~r6\ I* ~T LOi- II~eS ~rla c~~ d
Plan revision Required? C Yes No
n ~ib i f
Use other side for additional informati . LV ( Z.
Date Insepcti Signature
SBD-6710 (R.3/97)
PLOT PLAN
PROJECT Robin Haffner ADDRESS 404 South Green Ave New Richmond Wi 54017
SW 1/4 SW 1/4S 6 /T 30 N/R 17 W TOWN Erin Prairie COUNTY ST. CROIX
SYSTEM ELEVATION 94.6/94.5/94.4 4' below grade DATE 3/28/16 BEDROOM 4
CONVENTIONAL XXX IN-GROUND PRESSURE CONVENTIONAL LIFT HOLDING TANK
MOUND SEPTIC TANK SIZE 1255 galloons LIFT TANK SIZE DOSE TANK SIZE
HOLDING TANK SIZE LOAD RATE .4 ABSORPTION AREA 1516 # of chambers 75
kk BENCHMARK V.R.P. Top of 3/4" pipe ASSUME ELEVATION 100' Filter Lifetime Filter
❑ BOREHOLE O WELL * H.R.P. same as benchmark
Road
Scale = 1/4'1 = 10'
Pro 4 All piping shall be ASTM SDR 30/34, within
Bedroom 10' of tank, piping shall be ASTM F891
House
15'
S
15'
% Slope B-3
175' 76'
V entS
41 X 102' Cells with >3' spacing B-2
5' 110'
B-1
13'
B.M.* Vent
5'
>6" Quick4 Standard
of Cover Leaching Chamber
with 20.0 ft2 of Area
5.6ft^2/pair of end caps
4' Long 12"
Grade at System Elevation
101' 34" A~o 79'
Property Line
50'
78' P. L.
County
2~JC~ Safety and Buildings Division J j
< 8 K 201 W. Washington Ave., P.O. Box 7162 Sanitary Permit Number (to be filled in by Co J
S Madison, W1~53707-7162
15~9 t4
Tra> o~mber
crMU tit Application State
In accordance with SPS 383 .21(2), Wis. Adm. Code, submission of this form to the appropriate governmental tmit
is required prior to obtaining a sanitary permit Note: Application forms for state-owned POWTS are submitted to Project Address (if different than mailing address)
the Department of Safety and Professional Servies. Personal information you provide may be used for secondary ' /
oses in accordance with the Privacy Law, s. 15. 1 m), Stats. e
p pp
L Application Information - Please Print All InformatioWIN,
Property Owner's Name \ n Parcel #f
lI[,/ t Cl-)'ZL
Property Owners Mailing Address Property Location , ti
" I . Govt Lot )
City, Late Zip Code Phone Number J, t~ /4, ) t.~./ Section
`l ry (sc e on
I t Ll~f ~1 i ` T N; R E W
H. Type of Building (check all that app) y) L.ot
T Subdivision Name.
7
or 2 Family Dwelling -Number of Bodroqfns
Ii
to --1
❑ Public/Commercial - Describe Use J'K~ P
J1 ❑ City of
State Owved - Describe Use U puA 1 CSM Number ❑ Village of
❑ a • , _-Town of
Jul 1. Type f Permit: (Check nlyone box on line A. Complete line B if applicable)
A. ew-System ❑ Replacement System ❑ Treatment/Holding Tank Replacement Only ❑ Other Modification to Existing System (explain)
B List Previous Permit Number and Date Issued
❑ Permit Renewal ❑ Permit Revision ❑ Change of Plumber ❑ Permit Transfer to New
Before Expiration Owner
a
IV. Type of POWTS System/Component/Device: Check all that apply)
-Pressurized In-Ground ❑ Pressurized In-Ground ❑ At-Grade ❑ Mound > 24 in. of suitable soil ❑ Mound < 24 in. of suitable soil
❑ Holding Tank ❑ er Dispersal Component (explain) ❑ Pretreatment Device (explain)
V. Dis ersal/Trea ent Area Informations
Design Flow (gpd) Design Soil Application Rate dsf) Dispersal Area Required (sf) Dispersal Area Proposed (sf) System 77
✓ / 1Z/ VL Tank Info Capacity in Total #t of Manufacturer
Gallons Gallons Units s, o $
m v U
New Tanks Existing Tanla . m o _ m m
L) Un n C~
Septic or Holding Tank - I'~ t
Dosing Chamber
VII. Responsibility Stateme - I the undersigned, as responsibility for installation of the POWTS shown on the attached plans.
Plumber's Name (Print) Pl tgnature MP/MPRS Number Business Phonc N ber,
Plumber's Address (Street, City; State, Zip Co
VIII unty)I)e artment Use Only
Approved rsapprove Permit Fee Date issued Issuing, tSignature
3 3l
; e Reason for Denial (J ✓
IX Conditt~iris' ons for Disapproval e ar. , erflt:cn; ttfte on,i
Asper i cell must all be s~ric-s ! nt nrec 3~
as per maragement plan pro tided by plumber.
2. All selbckesreents mustO Plilntr"If€~
as per apFlicaAbW coda / ordinaves,
Attach to complete plaas for the system and submit to the County only on paper not less than 8 ma x 11 incites in size
SBD-6398 (R. 11/11)
Cover Page
Shaun Bird
Bird Plumbing Inc.
1432 120th St.
New Richmond Wi 54017
715-246-4516
Date: 3/27/16
Owner:Robin Haffner
Location: SW1/4 SW1/4 S6 T30 N,R17W Lots3/4 Pofolk Erin Prairie
Manuals Used: In-ground absorbtion system (version 2.0)
Page#
1. Cover Page
2. Plot Plan
3. Chamber Cross Sec ' n
4-6. Maintanance and o in ency Plan
7. Filter Cross Section,
_
Signature- 1 /V
License numbe #2 900
PLOT PLAN
PROJECT Robin Haffner ADDRESS 404 South Green Ave New Richmond Wi 54017
SW 1/4 SW 1/4s 6 /T 30 N/R 17 W TOWN Erin Prairie COUNTY ST. CROIX
SYSTEM ELEVATION 94.6/94.5/94.4 4' below grade 3/28/16 BEDROOM 4
DATE
CONVENTIONAL XXX IN-GROUND PRESSURE CONVENTIONAL LIFT HOLDING TANK
MOUND SEPTIC TANK SIZE 1255 galloons LIFT TANK SIZE DOSE TANK SIZE
HOLDING TANK SIZE LOAD RATE .4 ABSORPTION AREA 1516 # of chambers 75
BENCHMARK V.R.P. Top of 3/4" pipe ASSUME ELEVATION 100' Filter Lifetime Filter
❑ BOREHOLE O WELL *H.R.P. same as benchmark
Road
Scale = 1/4'1 = 10,
Pro 4 All piping shall be ASTM SDR 30/34, within
Bedroom 10' of tank, piping shall be ASTM F891
House
15'
S
15'
2% Slope B-3
175' 76'
Vents
41' ' X 102' Cells with >3' spacing B-2
5' 110'
B-1
13'
B.M.* Vent
5'
>6" Quick4 Standard
of Cover Leaching Chamber
with 20.0 ft2 of Area
5.6f A2/pair of end caps
12"
4' Long
Grade at System Elevation
Illo-
101' 34" 79,
Property Line
50'
78' P. L.
Cross Section of Quick 4 Standard Leaching Chamber
Typical cross section for 2 of 3 cells
Quick 4 Standard
Leaching Chamber with
20.0 ft2 of Area per
Chamber 5.6ft^2 pair of end plates To be >1' above grade
Finish grade elevation
Typical Installation 98.6'
Vent Al Grade Vent
4' 4" A4)
X30/34
Septic Tank
4' Long 51
34" Grade at System Elevation 3415 Grade at System Elevation
Spacing- 5'
3-3' X 102' Cells
Observation tubeNent
Same on other end To be located on end of Cells
%A
B
System elevations: C
A-94.6'
B 94.5' 25 chambers per cell
C--94.4'
PONTS OWNER'$ MANUAL & MANAGEMENT PLAN Page of
ILE INFOWMTION SYSTEM SPECIFICATIONS
Owner ~
Septic Tank Capadty ❑ NA
Permit #
Septic Tank Manufacturer C3 NA
IGN PARAMETERS Effluent Filter Manufacturer 1 13 NA
Number of Bedrooms 0 NA Effluent Filter Model r p NA
Number of Public Facility Units -Pump Tank Capacity 1 j Estimated flow (average) Pump Tank Manufacturer
ovday i Desgn flow (peak), (Estimated x 1.5)
aal/day
Pump Manufacturer Soil Application Ratez Pump Model NA
i Standard Influent/Effluent Quality Mo ly average` Pretreatment Unit NA
Fats; Oct & Grease (FOG) 530 mg/L ❑ Sand/Gravel Filter 0 Peat Filter
Biochemical Oxygen Demand (BOOS) ±220 mg1L ❑ NA ❑ Mechanical Aeration ❑ Wetland
Total Suspended Solids (TSS) 5150 mg/L 13 Disinfection 0 Other:
Pr recited Effluent Quality Monthly average Dispersal Cell(s) 0 NA
Biodwrwai Oxygen Demand (BODs) 530 mg/_ in-Ground (gravity) ❑ In-Ground (pressurized)
Total Suspended Solids OW) 530 mgt, NA 13 At-Grade 0 Mound
Fecal Coliform (geometric mean) 5104 Cfu/100m1 ❑ drip-Line ❑ Other.
Mmdmum Effluent Particle Size Y8 in die. 0 NA Other. ❑ NA
1i0ther Other.
13 NA
'*Values typical for domestic washwader and septic tank effluent Other.
❑ NA
NTENANCE SCHEDULE
v Service Event
Service Frequency
knspect condition of tank(s) At least once ever month(s)
Y (MaxRntm7 3 Years) 0 NA
(Pump out contents of tank(s) When combined sludge and scum equals one-third (36) of tank volume 0 NA
Inspect dispersal cell(s) At least once every: month(s)
(Maximum 3 years) ❑ NA
ear(s)
Clean effluent filter At least once every- month(s)
s) ❑ NA
Inspect pump, pump controls & alarm At least once every: o month(s) Q NA
!=lush laterals and pressure test At least once every ❑ month(s) 11 NA
O year(s)
At least once every: ❑ month(s) ❑ NA
❑ year(s)
r.
13 NA
MAINTENANCE INSTRUCTIONS
Inspections of tanks and dispersal cells shall be madeby an individual prying one of the following licenses or certifications: Master
Plumber, Master Plumber Restricted Sewer, POWTS Inspector, POWTS Maintainer; Septage Servicing Operator. Tank inspections must
include a visual inspection of the tank(s) to identify any missing or broken hardware, identify any cracks or leaks, measure the volume of
!combined sludge and scum and to check for any ruck up or ponding of effluent on the ground surface. The dispersal cell(s) sha>! be
hrisuafly inspected to check the effluent levels in the observation pipes and to check for any pondng of effluent on the ground surface.
'The poriding of effluent on the ground surface may indicate a falling condition and requires the immediate notification of the local
Iegulatory authority.
When the combined accumulation of sludge and scum in any tank equals one-third or more of the tank volume, the entire contents of
11w tank shay be removed by a Septage Servicing Operator and disposed of in accordance with chapter NR 113, Wisconsin
Administrative Code.
All other services, including but not limited to the servicing of effluent f Item, mechanical or pressurized components, pretreatment units,
WW any servicing at intervals of 512 months, shall be performed by a cerdfied POWTS Maintainer.
A service report shall be provided to the local regulatory authority within 10 clays of completion of any service event
page of
START UP AND OPERATION duds or other chemicals thi }t
For new construction, prior to use of the POWTS check treatment tank(s) for the presence of painting pro
may impede the treatment process and/or damage the dispersal cell(s). If high concentrations are detected have the contents of thO
tank(s) removed by a septage servicing operator prior to use.
System start up shall not occur when soil conditions are frozen at the infiltrative surface. will ble
During power outages pump tanks may fill above normal highwater levels. When pow is restored or the surface excess discharge of wastewater weffluen ill bl.
discharged to the dispersal cep(s) in one large dose, overloading the cell(s) and may result in the backup to this
To avoid this situation have the conrtents of the pump tank removed by a Septage Servicing Operator prior to restoring power
effluent pump or contact a Plumber or POWTS Maintainer to assist in manually operating the Pump Controls to restore normal levels
within the pump tank. the area within
Do not drive or park vehicles over tanks and dispersal cells. Do not drive or park over, or otherwise disturb or compact,
ti5 feet doom slope mound or at-grade soil absorption area.
of any
Reduction or elimination of the following from the wastewater stream may improve the performance and prolong the life of the POVvT$
antibiotics; baby wipes; cigarette butts; condoms; cotton swabs; degreasers; dental floss; diapers; disinfectants; fat; foundation drain
(sump pump) water, fruit and vegetable peelings; gasoline; grease; herbicides; meat scraps; medications; oil; painting products;
pesticides; sanitary napkins; tampons; and water softener brine.
ABANDONMENT
When the POWTS fails and/or is permanently taken out of service the following steps shall be taken to insure that the system is propeflY
and safety abandoned in compliance with chapter Comm 83.33, Wisconsin Administrative Code:.
• All piping to tanks and pits shall be disconnected and the abandoned pipe openings sealed.
• The contents of all tanks and pits shall be removed and properly disposed of by a Septage Servicing Operator.
• After pumping, all tanks and pits shall be excavated and removed or their covers removed and the Vold space filled with soil,
gravel or another inert solid material.
CONTINGENCY PLAN
If the POWTS falls and cannot be repaired the following measures have been, or must be taken, to provide a code comPliOnt
replacement system:
I". suitable replacement area has been evaluated and may be utilized for the location of a replacement soil absorption systelm.
Te replacement area should be protected from disturbance and compaction and should not be infringed upon by requirjed
setbacks from existing and proposed structure, lot lines and welts. Failure to protect the replacement area will result in the nrled
for a new soil and site evaluation to establish a suitable replacement area. Replacement systems must comply with the rule$ in
effect at that time.
❑ A suitable replacement area is not available due to setback and/or soil limitations. Barring advances in POWTS technologlt a
holding tank may be installed as a last resort to replace the failed POWTS.
❑ The site has not been evaluated to identity a suitable replacement area. Upon failure of the POWTS a sail and site evaluation
must be performed to locate a suitable replacement area. if no replacement area is available a holding tank may be installed) as
a last resort to replace the failed POWTS.
❑ Mound and at-grade soil absorption systems may be reconstructed in place following removal of the biomat at the mfitraiive
surface. Reconstructions of such systems must 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 OTHER TREATMENT TAN UNDER ANY CIRCUMSTANCES. DEATH MAY RESULT. RESCUE O~ A
PERSON FROM THE INTERIOR OF A TANK MAY BE DIFFICULT OR IMPOSSIBLE.
ADDITIONAL COMMENTS
POWTS INSTALLER POINTS MAINTAINER
Name Name ~
Phone Phone
17
SEPTAGE SERVICING OPERATOR (PUMPER) LOCAL REGULATORY AUTHORITY
Name v? X1.7 Nam e
iJ~
Phone Phone This doctsnent was drafted in compliance with chapter S IS 383.22(2)(b)(%d)&(f and 383.54(1), (2) & (3), Wisconsin AdminMative Code.
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ST. CROIX COUNTY
SEPTIC TANK MAINTENANCE AGREEMENT
AND
OWNERSHW CERTIFICATION FORM
Owner/Buyer c T5
Mailing Address
Proper y'&I f
ess
1 " , {Verification required from Pla~ring & Zoning Department for new construction.)
City/State Parcel Identification NutuberO
4
LEGAL DESCRIP'T'ION
Property Locatic Z V. V., Sec. N R4
W, Town of
Subdivision' Lot ~j
Certified Survey Map # Volume ~ Page #
Warranty Deed # , Volume , Page #
Spec housj~ yes' no Lot ling identifiable yes ,
SYSTEM MAIINTENANCE AND OWNER CERTIFICATION
Improper use and maintenance of your septic system could result in its premature failure to handle wastes. Proper
rzanitenaace consists of pumping out the septic tank every three years or sooner, ii needed, by a licensed puasper. 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 Clapter 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, joueeyman plumber, restricted plumber or a licensed pumper verifying that (1) the on-site
wastewater disposal system ism proper operating condition and/or (2) after inspection and pumping (if necessary), the septic tank is
less than 1/3 full of sludge.
I/-e, the undersigned bave 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 dace year expiration date.
I/we certify that all statements on Ibis form are true to the best of my/our knowledge. I/we am/are the owner(s) of the
property described above, by of a warranty deed recorded in Register of Deeds Office.
Number of bedroom
SI PLICANT(S) DATE
***Any infonaatioa 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 Ciffice and a copy of the certified survey map if
rcfc = is made in the warranty deed.
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Parcel 012-2007-03-000 02i12i2008 12:16
PAGE 1 OF 1
F 1
Alt. Parcel 06.30.17.603 012 - TOWN OF ERIN PRAIRIE
Current X ST. CROIX COUNTY, WISCONSIN
Creation Date Historical Date Map # Sales Area Application # Permit # Permit Type
10/10/2007 00 0
Tax Address: Owner(s): O = Current Owner, C = Current Co-Owner
O - HAFFNER, ROBIN JO & COLLEEN M
ROBIN JO & COLLEEN M HAFFNER
404 S GREEN ST
NEW RICHMOND WI 54017
Districts: SC = School SP = Special Property Address(es): Primary
Type Dist # Description 1705 156TH ST
SC 3962 NEW RICHMOND
SP 8020 UPPER WILLOW REHAB DIST
SP 1700 WITC
Legal Description: Acres: 0.580 Plat: 11-024-POFOLK RIDGE 012-07
SEC 06 T30N R17W PT SE SE BEING LOT 3 Block/Condo Bldg: LOT 03
POFOLK RIDGE (DEED RESTRICTION DOCUMENT
#862097) Tract(s): (Sec-Twn-Rng 401/4 1601/4)
06-30N-17W SE SE
Notes: Parcel History:
Date Doc # Vol/Page Type
10/10/2007 862105 11/24 PLAT
10/10/2007 862097 COV
05/04/2006 824360 WD
04/07/2006 822349 21/5189 CSM
more...
2008 SUMMARY Bill Fair Market Value: Assessed with:
0
Valuations: Last Changed: 10/18/2007
Description Class Acres Land Improve Total State Reason
Totals for 2008:
General Property 0.000 0 0 0
Woodland 0.000 0 0
s
Lottery Credit: Claim Count: 0 Certification Date: Batch
Specials:
User Special Code Category Amount
Special Assessments Special Charges Delinquent Charges
Total 0.00 0.00 0.00
~Viscnsin SOIL EVALUATION REPORT -'k -91 #2016
Department of Commerce in accordance with Comm 85, Wis. Adm. Code Page 1 of 3
Division of Safety and Buildings ---w-~-~ Steel's Soil Service
Attach complete site plan on paper not less than 8Y2 x 11 inches in size. Plan must County St. Croix
include, but not limited to: vertical and horizontal reference point (BM), direction and
percent slope, scale or dimensions, north arrow, and location and distance to nearest road. Parcel I.D.
e i
Please print all information. Reviewe / y _ Date
Personal information you provide may be used f secon IV~Law, s. 15.04 (1) (m)).
Property Owner l'G Prop rty Location j
Haffner, Robin Govt. Lot na SW' /4, SW/1 /4, S6, T30N, R17W
Property Owner's Mailing Address
NOV Lot # Block # Subd. Name or CSM# f
404 South Green Ave. CROIX r-pUNT 3- na iWi o-w FMer Ridge }
City State Zip C e one Number City Village Town Nearest Road
New Richmond WI 5401 5-246-3921 Erin Prairie Cty Rd GG
New Construction Use: Residential / Number of bedrooms 4 Code derived design flow rate 600 GPD
Replacement Public or commercial - Describe: na
Parent material outwash Flood plain elevation, if applicable 985.50 ft.
General comments Conventional system, system elevation 96.72ft. Trenches spsaced and depth to code 3.08ft below grade.
and recommendations: -'9-
L >.I r'
~j 6
❑ Boring # Boring
Pit Ground surface elev. 99.80 ft. Depth to limiting factor 120 in. Soil Application Rate
Horizon Depth Dominant Color Redox Description Texture Structure Consistenc , Boundary Roots GPD/ft2
in. Munsell Qu. Sz. Cont. Color Gr. Sz. Sh. -Eff#1 'Eff#2
1 0-12 10yr3/1 none sil 2msbk mfr Cs if .6 .8
2 12-28 10yr4/4 none sicl 2msbk mfr cs na .4 .6
3 28-40 7.5yr4/4 ! none cos 2msbk mfr gw na .7 1.6
4 40-60 7.5yr4/4 none sl lcsbk mfr gw na .4 .7
5 60-84 7.5yr4/6 none sl/Is 2msbk mfr gw na .6 1.0
6 84-120 7.5yr4/6 none r grcos osg ml na na .7 1.6
Boring 3t'
❑ Boring #
Pit Ground surface elev. 99.80 ft. Depth to limiting factor 120 in. Soil Application Rate
Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots GPD/ft2
in. Munsell Qu. Sz. Cont. Color Gr. Sz. Sh. Eff#1 Eff#2
1 0-8 10yr3/1 none sil 2msbk mfr cs 1vf 6 .8
2 8-22 10yr4/4 none sicl 2msbk mfr Cs na .4 .6
3 22-42 7.5yr4/4 none cos os ml w na .7 1.6
4 42-74 7.5yr4/4 none sl/Is lcsbk mfr gw na .4 .7
5 74-120 7.5yr4/6 none grcos osg ml na na .7 1.6
Effluent #1 = BOD 5> 30 < 220 mg/L and TSS >30 < 150 mg/L " Effluent #2 = BOD5 S30 mg/L and TSS - 30 mg/L
CST Name (Please Print) Signature: CST Number
David J. Steel
248956
Address Steel's Soil Service
. ' Date Evaluation Conducted Telephone Number
994 200th St. Baldwin, WI 54002 10/25/2006 715-760-0347
SBD-8330 (R.07/00)
Property Owner Haffner, Robin Parcel ID # Pending Page _ 2 -of 3
Fi-1 Boring # Boring
Pit Ground surface elev. 99•c0 ft. Depth to limiting factor 120 in. Soil Application Rate
Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots GPD/ftl
in. Munsell Qu. Sz. Cont. Color Gr. Sz. Sh. *Eff#1 *Eff#2
1 0-10 10yr3/1 none sil 2msbk mfr cs 1vf .6 .8
2 10-22
t 10yr4/4 none sicl 2msbk mfr cs na .4 .6
3 22-38 7.5yr4/4 none cos osg ml gw na .7 1.6
- t- - - -
38-78 7.5yr4/4 non sl/Is ' lcsbk mfr gw na .4 .7
5 78-120 7.5yr4/6 none
grcos osg ml na na .7 1.6
qjQ
I
Boring
❑ Boring #
Pit Ground surface elev. ft Depth to limiting factor Soil Application Rate
Horizon Depth Dominant Color Redox Description ! Texture Structure (Consistence Boundary Roots GPD/ft2
in. Munsell Qu. Sz. Gent. Color Gr. Sz. Sh. 'Eff#1 *Eff#2
❑ Boring # Boring
Pit Ground surface elev. _ ft. Depth to limiting factor in. Soil Application Rate
Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots GPD/ft2
in. Munsell Qu. Sz. Cont. Color Gr. Sz. Sh. *Eff#1 *Eff#2
i
II
* Effluent #1 = BODS> 30 < 220 mg/L and TSS >30 < 150 mg/L * Effluent #2 = BOD5 < 30 mg/L and TSS < 30 mg/L
The Department of Commerce is an equal opportunity service provider and employer. If you need assistance to access services or
need material in an alternate format, please contact the department at 608-266-3151 or TTY 608-264-8777.
SBD-8330 (R.07/00) Steel's Soil Service
STEEL'S SOIL SERVICE 3 of 3
David J. Steel Robin Haffner 994 200" St.
v
CST-POWTSM SWl/4,SWl/4,S6,T30N,R17W Baldwin, W154002
Lic. #248956 Town of Erin Prarire, St Croix Direct 715-760-0347
Willow River Ridge, Lod 114 Fax 715-684-3449
This soil evaluation was conducted to satisfy a zoning requirement, it may or may not be suitable for your use.
The location of this test may or may not be as shown, as permanent lot lines were not established at the
time the soil test was conducted. 'Y---
Legend N
1 " = 40'
rv ♦ = Benchmark Ele. 100.00 ft
Top of 3/4" pvc pipe
• Alt Benchmark Ele. 99.80 ft
Top of 3/4" pvc pipe
❑ = Borings
e r Boring Elevations
BI = 99.80 ft
B2 = 99.80 ft
B3 = 98.60 ft
B4 - 0.00 ft
't d
f
i
9
Y
NY
1r
75 ~ y
. L
Parcel 012-2007-04-000 02/12/2008 12:17 PM
PAGE 1 OF 1
Alt. Parcel 06.30.17.604 012 - TOWN OF ERIN PRAIRIE
Current X ST. CROIX COUNTY, WISCONSIN
Creation Date Historical Date Map # Sales Area Application # Permit # Permit Type
10/10/2007 00 0
Tax Address: Owner(s): O = Current Owner, C = Current Co-Owner
O - HAFFNER, ROBIN JO & COLLEEN M
ROBIN JO & COLLEEN M HAFFNER C - BYGD, DANIEL E & CATHERINE
DANIEL E & CATHERINE BYGD
404 S GREEN ST
NEW RICHMOND WI 54017
Districts: SC = School SP = Special Property Address(es): Primary
Type Dist # Description 1707 156TH ST r
SC 3962 NEW RICHMOND
SP 8020 UPPER WILLOW REHAB DIST
SP 1700 WITC
Legal Description: Acres: 1.000 Plat: 11-024-POFOLK RIDGE 012-07
SEC 06 T30N R 7Vy-P~ E SE & SEC 7 PT NE Block/Condo Bldg: LOT 04
NE BEING LOT 4 POFOL RIDGE (DEED
RE TRICTION DOCUM fi~1T #862097) Tract(s): (Sec-Twn-Rng 40 1/4 160 1/4)
06-30N-17W SE SE
07-30N-17W NE NE
Notes: Parcel History:
DANIEL E & CATHERINE BYGD ARE AS Date Doc # Vol/Page Type
CO-OWNER ON THIS PCL BECAUSE OF A 10/10/2007 862105 11/24 PLAT
DISCREPANCY ON WD 861182. THIS DOCUMENT 10/10/2007 862097 COV
NEEDS A CORRECTION OR BYGD'S NEED TO QC 09/25/2007 861182 WD
BACK LOT 4 OF POFOLK TO HAFFNER. 05/04/2006 824360 WD
more...
2008 SUMMARY Bill Fair Market Value: Assessed with:
0
Valuations: Last Changed: 10/18/2007
Description Class Acres Land Improve Total State Reason
Totals for 2008:
General Property 0.000 0 0 0
Woodland 0.000 0 0
Lottery Credit: Claim Count: 0 Certification Date: Batch
Specials:
User Special Code Category Amount
Special Assessments Special Charges Delinquent Charges
Total 0.00 0.00 0.00
o, -ed n oer _ ru e si ucrte.- or e c^:: n u hrrest ucr'er or %he Scuineasr wuarrer or t e
a
ui cwr C V v Y a y.. '7 *es- h s n sr Or n ^.la or ~n he Vcr`,hw°s.`
riV lor e an r~e - -N'cr heos, or'e r_c'%cr ✓ Secr,on 7 ;o br r R ce 17 Wes` Toxin or Prairie, aerng Lot 2 or c
BE- d Survey VaG os r_,forf'_d loiu,-re 2?, ; /s•z~. Ce cs %lce of C.~ou Ccuncl, wisconsll
AS 0 YEAR `1 qO , TD "N
n~ vCL 21 DACE 5189 DCC~B CRCIX
.=3.STE=^.F =4 iC7j 2006'
~NG~ 1
P '1~ iGTC'~~YA~
',y "77.x9
"II-2-d RIVER 1-2
/ 973.5. 09i 2'~^CC6' JCu _ 56139 sq. R-
°Z acres
f C.d.A.=44, Jai sq_ ft.
~ t m
01-4
C`N 6d 5.8 sq fG
,N _ cum 57 acres
_I 9M-9955 rBA =52 a1C sq. it.
_ 127,866 sq. ff\~ T4
o"E _
acres RCN "P`- N8728'5
70 BE RE7AINED BY
11 OWNER OF LOTS S 9Y04 3sq. 0-11-f2-13-14 Ss~ t A s,-
'i "I ,OC ~g 03A.-7$.:04 sq. ft.
o.
?JQ 3 ~L//1~ s"tp'S~ ~t\ 565409. f•
of It V 2 .y OU 1 ;.53 acres
r mI - \ TBUi<prNG\ ~C \ C3.A-=56,064 sq. ft.
Z
OIREC CN n! a>r°
4,3 527 f- w p ':r A7 1f 12 S3 14-C(J1LOT
N61 "01, 20„'N-+ ~ I l 555 2L' ~o Z , s ry o t'J JJ4 522 sq. ft-
rn >.00 oc'es ~v 5 /68 acres
i 40.082 s. CP i `5, \in
-`H
a C.2.A.=160,063 sq. ft.
56023'09"'N I Gp Y1 0.92 acres Gy5 \c
57926'26"'N -o\ DRAINAGE 43,-175 s.C c-\' z $ \y G
N72"14'34"W " LASEMENT ss 1.00 aces
Z (typical) w t
S85"05'54"E / ' ~ ~ ~ Ste- \ ~y'~•r„
N5T50'23"E ~ 1 4s a \Z
:V3407 cosemeln[ Q~ `tiA V A
N06z
BM=sss.t t 4 Z b (typical) 9 \o
N28'ToP aF r - -ye~~'
IRON PIPE 1463'52'12- o I. -F\ WlV "~g' 42,870 sf 0.926ocres
~r~~ 0.98 acres I \m
58728'56"'N L3C.=1005.4• \ o_ L-4 0.=10054'
S69"56'50...-'
549"0139"'N
,36,910 s l \ / 5T 04 = i a .
146.3 rl h/ u` n N87
oo\ 758' 'o ` 259.42 p. &
o~ m~m /sk i" 50• Rods I g u
° ~1 j J I/% SU6Tp3 ~e v 26.386 . f = o 1
m i ~ q O.aO acres f ~
-cl
:I ..Yvc . - x~7U~ 5 . - _ y ~f 29g6q ,a . ` r
9%
CERTIFIED SURVEY VAR
DOCUMENT 8223?9 ty ~ n w. 7
vCUJME 2 aaGE Si89
- m a s• / 42,308 s. f. APPROXIMATE /
era-too5.t I I 6~ o\~ S s pJ 0.97 acres SHORELAND
.OP 6P / 3 m. f z 0 35 15,362 acrsf.es a ZONING
taoN PIPE 0 5 088 s BOUNDARY
O.Sd acres s
f. . /
...j 's sue. • - a°
fd 4 4 1456 o
m , g5. 6 ° d 8
43,502 s.f.
3 1.00 ,,as 33 670 s.
3 ' _ / Proposed Driveway 0.77 acref.s' - /
Location (typi cl) o rn_ \
a ~ r J m
\ p -j o~'-~ d 2 J'P. 1402-01'x°•- I 234_1T .
er ~ a 42,315 s.`. s, j. 50.61' 79.04 3b1.86" ~ '
h ' ~r 0.98 acres `rs } ~ _ ~ NBT58'18"E r _ \
1
a/ke) .O . ~ ~ i ` ~ NeLm w7F I
a~ ~ ryg7'S8'78 E
0 ~
23,375 s.f
\ JJ 0.53 acres - -N8758rg"E 2598.92
--r7' .91 8.. I SgpTaO'S9•W 2'94 l (Southeast Carver
5e
POB - ctiw 6-30-17
/
Cy Ng1'0 9nf 50415' UNPLATTED LANDS I (found Aluminum Cap)
set
~ ~lRight-ofwcy
NOTE5: r)F-D RFSTRICTION: -41 ELEVATIONS ARE BASED ON AN USGS NAVO 1988 LOT CCM BIN AMONS MAY NOT BE SPUT, OR INDIVIDUALt
ZONINGS CATUM_ LOTS SOLD. UNTIL A TIME AT WHICH THE PROPERTY IS
THE PARCELS SHOWT''~CN THIS MAP ARE SUBJECT TO SERVED 8Y PUBLIC SEWER AND WATER AND ZONING
ONTAIN AREAS WITHIN THE SHOO THE STATE. COON T'te. W TOWNSHIP LAYS. RUTS AND ORDINIVEWAYSANCES .AANDLLOW SEPTIC FOR THE SYSTEMS SMAI I FARER LOT SIZE-
' TO
ZONING NDARY AND REGULAMAYTIBEONS OF ST SUBJECT TO CRCIX ?HE COUNTY. TO PARCEL. RE GPARCEL. , (ETC-)C-). WETL BEFORE ANDS. MINIMUM PURCHASING LOT OR SIZE. OE`IELOPING ACCESS
DRCROSS LOT LINES WITHIN LOT COMBINATIONS.
E ST CRCIX COUNTY ZONING OFFICE FOR ANY PARCEL, CONTACT THE ST CROIX COUNTY ZONING
-N oERMITi1N -386-1680. OFFICE AND THE APPROPRIATE TORN BOARD FOR ADVICE.
- G AT 715
I I