HomeMy WebLinkAbout038-1150-10-000
County: St. Croix
isconsin Department of Commerce PRIVATE SEWAGE SYSTEM Sanitary Permit No: 0
,afety and Building Division INSPECTION REPORT 538849
(ATTACH TO PERMIT) State Plan ID No:
GENERAL INFORMATION
Personal information you provide may be used for secondary purposes [Privacy Law, s.15.04 (1)(m)]. Parcel Tax No:
city Village X Township 038-1150-10-000
Permit Holder's Name: Star Prairie, Town of
Nelson, Edward Section/Town/Range/Map No:
CST BM Elev: Insp. BM Elev: BM Descnption:
,1^`^` 30.31.18.672
(k~J ELEVATION DATA
TANK INFORMATION Bs HI Fs ELEV.
• is
TYPE MANUFACTURER CAPACITY STATION
Benchmark
Septic
1 Alt. BM ^ n • (p~ ain,
Dosing
Bldg. Sewer t
• `
St/Ht Inlet y
Holding
St/Ht Outlet 9S r /T
TANK SETBACK INFORMATION vent to Airlntake ROAD Dt Inlet 71 9~, ~po
TANK TO ~P/L ~ WELL ~s;D+
~f~• Dt Bottom 1 ! • s 3
Septic 114 10 ^
7 O Header/Man. 2.6 ~ , (p$
Dosing L ~ ~ ~ -7~c of ~ d
J , y Dist. Pipe Z , b ~~1. rp0
Aeration
Bot. System -1b•9Z
Holding
~o
Final Grade
PUMPISIPHON INFORMATION Demand st.over 3 z. T'g•7
Manufacturer GPM A ~ti S w.
a
Model Number /4,0 3.7 77•%
TDH Li• ` Friction Loss Syste Hea~ b TDHJ , ~Ft
7
I
Forcemain LenqW, Dia. 1/ Dist. to Well
z
PIT DIMENSIONS No. Of Pits Inside Dia. Liquid Depth
SOIL ABSORPTION SYSTEM No. Of ches .5 Pol- :5
DIMEN ENCH Width Length Tf~ QZ
IMENSIONS A ~o LEACHING Manufacturer: ~
p/L BLDG WELL LAKE/STREAM CHAMBER OR
SETBACK SYSTEM TO UNIT Model Number:
INFORMATION Type System:
~ v 7
DISTRIBUTION SYSTEM ole x Hole Spacing i Ver( to Air Intake
x H Size ~F'
Header/Manifold y Distribution 3.103
7 Pipe(s) 4&5~ J-33
Dia Spacing Length Uia Length
SOIL COVER x Pressure Systems Only xx Mound Or At -Grade Systems Only Mulched
xx Depth of xx Seeded/Sodded
Yes
Depth Over Depth Over \ Topsoil 1- ;es g No No
BedlTrench Center 7(% Bed/Trench Edges
p Z6/ #2: / /
J / Inspection
COMMENTS: (Include code discrepencies, persons present, etc.) Inspection #1: le River Add of 1 Parcel No: 30.31 .672
Location: 1949 County Road C SOS SET, WI 54025 (NE 1/4 SE 1/4 30 T31N R1 8W) Carrie'sCAip, /Cw , t
c .r ~d 0 .t
W ~X~-• Z_.
1.) Alt Description 6
= (..~JL.~ I~, r
= / , ~ t ~p
2.) Bldg g sewer length cj
- amount of cover
Plan revision Required? E Yes No
, f Cert. No.
Use other side for additional information. Date Insepctors Si ature
T SBD-6710 (R.3/97)
commercet Safety and Buildings Division County
201 W. Washington Ave., P.O. Box 7162 j7, i
Madison, WI 53707-7162 Sanitary Permit Num er (to bebefilied;n by Co.)
Depa nt of Comme o1~ 5 3.49 ~rAil
Sa a pplication transaction Number
f»a ~ X68 !
In accordance with s. Co .82 mission of this form to the appropriate govemm
unit is required pri or to btainin tyfiit it. Note: Application forms for state-owned POWTS are ect Address (if different than mailing addr s)
1
submitted to the Departm t rce. Personal information you provide may be used for secondary
ses m accordance with vac Law, s. 15.040 m), Stats. ~r
I. A lication Information ation - ytnLse print All Information Parcel #
Property Owner's N /
Property Owner s Mailing Address Property Location
GovL Lot J`
City, State Zip Code Phone Number Section
~ lrcle onyx
T~N; REo
II. Type of Building (check all that apply) Lot #
/ Subdivision Name
1 or 2 Family Dwelling - Number of Bedrooms
Block # L
❑ Public/Commercial - Describe Use ❑ City of
~ CSM Number ❑ Village of
El State Owned -Describe Use 0 Town of
o x
M. Type of Permit: (Check only one box on line A. Complete line B if applicable)
A' ❑ New System Replacement System ❑ Treatment/Holding Tank Replacement Only ❑ Other Modification to Existing System (explain)
List Previous Permit Number and Date Issued /
rmit Transfer to New
B. ❑ Permit Renewal El Permit Revision ❑ Change of Plumber ~Own
Before Expiration r
. Type of POWTS S stem/Com onent/Device: Check all that a 1
IV
❑ Non-Pressurized In-Ground ❑ Pressurized In-Ground ❑ At-Grade 9 Mound > 24 in. of suitable soil ❑ Mound < 24 in. of suitable soil
Pretreatment Device (explain)
❑ Holding Tank ❑ Other Dispersal Component (explain)
V. Dis ersal/Treat ent Area Information:
Desi Flow (gpd) Design Soil Application Rat gpdsf) Dispersal Area Required Dispersal Area Proposed System Elevation
7C
VI. Tank Info Capacity in otal # of Man acturer
a :
Gallons Gallons Units °
Q
R V U t) N y
New Tanks Existing Tanks ` a V 4 A - S t^y
Septic or Holding Tank
Dosing Chamber
VII. Respon bility Statement- I, the undersigned, assn respousi . ty for installati of the POWTS shown on the attached plans.
Plumbe s e n Plumber's i MP/MPRS Number Business Phone Number
Plum 's ddress treet, City State, Code)
~ ~z
VIII. Coun a artment se Ool
ved Permit Fee Date ued Issuin A nt Signatur
Approved ❑ S n~ , Q~
Owne even or Denial / H
IX. Condit easons for Disapproval
1. Septic tank, effluent filter and
dispersal cell must all be services /maintained
as per management plan provided by plumber.
2. p;fl se1`back requirertlertts must be maintained D' g a a eA
Attach to complete plans for the system and sub t to the Coaaty only per not less than 812:11 inches in size
/tt, O'S Iy/ ~d
SBD-6398 (R. 02/09) Valid thru 02/11 o `,S w p •
:y
,OANC"
rw
A4w
o / \ N Safety and Buildings
10541 N RANCH ROAD
0 1? HAYWARD WI 54843
3 $ P Contact Through Relay
v~ S www.commerce.wi.gov/sb/
www.wisconsin.gov
'*SfO~S
Scott Walker, Governor
Dave Ross, Secretary
September 16, 2011
CUST ID No. 224263 ATTN: POWTS Inspector
KIM A OCONNELL ZONING OFFICE
KO CONSTRUCTION ST CROIX COUNTY SPIA
504 3RD AVE 1101 CARMICHAEL RD
OSCEOLA WI 54020 HUDSON WI 54016
CONDITIONAL APPROVAL
PLAN APPROVAL EXPIRES: 09/16/2013 Identification Numbers
Transaction ID No. 1991081
SITE: Site ID No. 771124
Ed Nelson Please refer to both identification numbers,
1949 Cth C above, in all correspondence with the agency.
Town of Star Prairie
St Croix County
NE 1/4, SE 1/4, S30, T3 IN, RI 8W
FOR:
Description: Mound, 3 br res
Object Type: POWTS Component Manual Regulated Object ID No.: 1332418
Maintenance required; Replacement system; 450 GPD Flow rate; 26 in Soil minimum depth to limiting factor from
original grade; System(s): Mound Component Manual - Version 2.0, SBD-10691-P (N.01101), SSWMP Pub. 9.6;
Effluent Filter P.
The submittal described above has been reviewed for conformance with applicable Wisconsin Administrative Codes col, fail
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 DEPARTF/!`
requirements. pIVIS~ON D` >A
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. SEE GOR
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 existing septic/ holding tank(s) must be inspected for structural soundness, size and baffles and must be
brought into conformance with the requirements of COMM 83, Wis. Adm. Code. If it does not conform a state
approved tank must be installed.
• The revised soil test/ additional boring(s) on which this approval is based shall be recorded with the original soil
test.
• The float switch shall be a type that does not contain mercury. 2009 Wisconsin Act 44 prohibits the installation
of float switches or relays that contain mercury.
• 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
KIM A OCONNELL Page 2 9/16/2011
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.
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. Comm 84.10. No fixture, appliance, appurtenance,
material, device or product may be sold for use in a plumbing system or may be installed in a plumbing system,
unless it is of a type conforming to the standards or specifications of chs. Comm 82 and 83 and this chapter and
ch. 145, Stats.
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.
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 and the POWTS management plan to the owner and any
others who are responsible for the installation, operation or maintenance of the POWTS.
Sincerely, Fee Required $ 250.00
Fee Received $ . 250.00
Balance Due $ 0.00
Patricia orf
POWTS Plan Reviewer Integrated Services WiSMART_code: 7633
(715) 634-7810, Fa&; 1715) 634-5150, M-fr 8:00 - 4:45
pat.shandorf@wisconsin.gov
cc: Carl J Lippert, Wastewater Specialist, (715) 634-3484
MOUND AND PRESSURE DISTRIBUTION COMPONENT DESIGN
R~ #Qxj~.t
INDEX AND TITLE PAGE
Project Name: ED NELSON
Owner's Name: ED NELSON
Owner's Address: 1949 CTH C
SOMERSET WI 54025
Legal Description: NE-SE SEC30--T31 N-R18W
Township: STAR PRAIRIE
County: ST CROIX
Subdivision Name: CARRIES APPLE RIVER ADD
Lot Number: 1 Block Number:
Parcel I. D. Number: 038-1150-10-000
Plan Transaction No.:
Page 1 Indak and title
Page 2 Data entry
Page 3 Mound drawings ; DINGS
!i0 SD
Page 4 Lateral and dose tank
Page 5 System maintenance specifications
Page 6 Management and contingency plan CSPOP'1D~
Page 7 Pump curve and specifications
Page 8 PLOT PLAN
Designer: KIM OCONNEL License Number: 224263
Date: 09/05/11 one Number: 715-381-7917
Designed Pursuant to the
Mound Component Manual for POWTS Version 2.0 SD&10691-P (N. 01/01), and
SSWMP Publication 9.6 Design of Pressure Distribution Networks for ST-SAS (01/81)
Version 4.01 (R. 09104) page 1 of 8
Mound and Pressure Distribution Component Design
Design worksheet
Site Information
(r or c) R Residential or Commercial Design note: sand to (D) calculAmm assume a
300.00 Estimated Wastewater Flow ON) ' able 83-44-3 b-im soil treatment for fe
1.50 Peaking Factor (e.g. 1.5 = 150%) w form of « 36 Wis. `
450.00 Design Flow (gpd)
1.00 Site Slope
87.95 Contour Line Elevation (ft)
26.00 Depth to Limiting Factor (in)
0.70 In-situ Soil Application Rate (gpd/ft)
Distribution Cell Information
45.00 Dispersal Cell Length Along Contour (ft) = 10.00 Cell Width (ft)
1.00 Dispersal (;ell Design Loading Rate (gpolft)
1 Influent Wastewater Quality (1 or 2) Are the laterals the highest point
in the distribution Y
Pressure Disribution Information network? Enter Year N
(c or e) E Center or End Manifold
3.33 Lateral Spacing (ft) If N above, enter the elevation ft
3 Number of Latarals of the highest point.
0.125 Orifice Diameter (in) (e.g. 0.25)
150 Ese<i Orifice Spacing (ft) = 11.54 ft2/orifice
1.50 Forcemain. Diameter (in)
50.00 Forcemain Length (ft) Does the forcemain drain bade? Y
90.80 Pump Tank Elevation (ft) Eater Y or N
6.50 System Head (ft) x 1.3 4.59 Forcemain Drainback (gal)
7.82 Vertical Lift (ft) 59.95 5x Void Volume (gal)
1.24 Friction Loss (ft) 64.54 Minimum Dose Volume (gal)
15.55 Total Dynamic Head (ft) 16.07 System Demand (gpm)
/x 7 Lateral Diameter Selection: Manifold Diameter Selection
in. dia. options choice in. dia. options choice
I 0.75 1.25 x
1.00 x 1.50 X
1.25 x 2.00
1.50 x x 3.00
2.00 x
3.00 x
Gallons/Inch Calculator (optional)
Treatment Tank informations 800.00 Total Tank Capacity (gal)
1000.00 Septic Tank Capacity (gal) 37.00 Total Working Liquid Depth (in)
EXISTING Manufacturer 21.62 galfin (enter result in cell 849)
Dose Tank Information Effluent Filter information
800.00 Dose Tank Capacity (gal) PLOY LOK Filter Manufacturer
21 76 Dose Tang Volume (gaVin) PL 525 Filter Model Number
WEEKS manufacturer PVC ~
Project: ED NELSON C~ Page 2 of 8
Mound Plan View
1/10 B J
Observation Pipe 3 . -
A
VV
: B
3 I
L
Mound Component Dimensions
A 10.00 ft E 11.20 in H A6.19 ft K 8.03 ft
B 45.00 ft F 9.50 in 1 It L 61.05 ft
D 10.00 in G 0.50 ft J ft w 23,07 ft
450.00 (fe) Dispersal Cell Area 759.66 (ft) Basal Area Available
10.00 (gpd/ft) Linear Loading Rate 4.50 (ft) 1/10 B Obs. Pipe Placement
Mound Cross Section View
Aggregate Dispersal Area
Finistte a Grade 10^0100.58 (i)
Rflff fFlllft
H
INVfflFfffffflfl~f!!€fflf!€iff!€8 G
F _ Dispersal ce1 99.28 (ft) Lateral
98.78 (ft) Invert
Dispersal Cell
F D
Elevation : s
4',
ri V
97.95 (ft) Contour Elevation
1.0 % Site Slope
Geotextile Fabric Cover
Shading Key Dispersal Cell See lateral details on
Topsoil Cap
1.5 It Page 4 for number,
- C T
ff:.frrst: Subsoil Cap a C n size and s cin of
ASTM C33 Sand w f ! g
Laver a F laterals. Laterals are
0 5 ft
Tilled
I I
Type lateral equally spaced from
Aggr egate ' n i + the distribution cell's
A - centerline in the
distribution cell (AxB).
Project: ED NELSON Page 3 of 8
End Connection Lateral Layout Diagram
Center the laterals over the A & B dimension Turn-up wf ball valve or clemnout plug
rAJI P
laterals are iidentical IF x.11 Holes drilled on the bottom of the lateral
equally spaced s
Laterals & force main of PVC Soh 40
(per COMM Table 84.30-5) S
Force main connection via We or cross to manifold at any point.
Number of Laterals 3 Orifice Diameter 0.125 in
Lateral Diameter 1.50 in Orifice Spacing (X) 3.63 ft
Lateral Length (P) 43.56 ft Orifices per Lateral 13
Lateral Spacing (S) 3.33 ft Orifice Density 11.54 ft2/orifice
Lateral Flow Rate 5.Jgpm gpm Manifold Length 6.67 ft
System Flow Rate 16.Manifold Diameter 1.50 in
Total Dynamic Head 155ft Forcemain Velocity 2.92 ft/sec
Dose Tank Information Locking cover with warning
label and locking device and
sealed watertight
Electrical as per NEC 300 and 0 sss ILL.
Comm 16.28 WAC 4 in. min.
Disconnect
Tank component is properly vented E- Alternate outlet
location
Forcemain diameter
EXISTING Manufacturer 1.5 in.
Capacity 800.00 Gallons T
Volume 21.76 gal/inch A
Weep hole or arAF
Dimension Inches Gallons S ( I siphon device
A 22.59 491.48 C
8 2.00 43.51 6 Purrl off elevation (ft)
C 4.18 90.92 -t I p 91.47
D 8.00 17408 D I I
T otai 36.76 800.00 r
Dose tank elevation (ft)
r-- 3" wedding unk fume.
Alarm Manuaaacturer SJ ELECTRO
Alarm Model Number HW 100
Pump Manufacturer GOULDS J
Pump Model Number PE51
Pump Must Deliver 16.07 gpm at 15.55 ft TDH
Project: ED NELSON Page 4 of 8
Mount, System Maintenance and Operation Syec:f c tiona
Service Provider's .Rump KIM A OCONNEL L Phone 715--'3x31-7g17
POWTS Regulator's Name ( ST CRIOX ZONING Phone 715-386-0680
System Flow and Load Parameters
Design Flow - Peak 450 gpd Maximum Influent Particle Size 118 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 ft2 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 eve 3 ears
Effluent Filter Should inspect and clean at least once eve 3 ears
Pump and Controls Test once eve 3 ears
Alarm Should test month)
Pressure System Laterals should be flushed and pressure tested every 1.5 ears
Mound Inspect for ndin and seepage once eve 3 ear;
Other
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 Tum-up Detail
Finished
Grade
6-8" Diameter Lawn Threaded Cleanout
Sprinkler Valve Box Plug or Ball Valve
-
Distribution
Lateral
Long Sweep ;w or Two
45 Degree Bends Same
Diameter as Lateral
Project: ED NELSON Page 5 of 8
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, Stats. 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 task that may slough off the filter when removed from its enckwxe. It the 1'iSter is equipped vdth 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 BOD5, 150 mg/L TSS, and 30 mg/L FOG for septic tank effluent or
30 mg/L BOD5, 30 mg/L TSS, 10 mg/L FOG, and 104 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 wffl* 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.
Continency 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 6 of this plan for the name and telephone number of your local POWTS regulator and service provider.
Project: ED NELSON Page 6 of 8
GOULDS PUMPS Submersible
Effluent Pump
~b
PE
14IUENT PUMP
SPECIFICATIONS MOTOR FEATURES
Pump - General: General: ■ Corrosion resistant
• Discharge: 11/2" NPT • Single phase construction.
• Temperature: 1040E (400C) • 60 Hertz ■ Cast iron body.
maximum, continuous when • 115 volts ■ Thermoplastic impeller and
fully submerged. • Built-in thermal overload pro- cover.
• Solids handling: '/2" tection with automatic reset. ■ Upper sleeve and lower
maximum sphere. • Class B insulation. heavy duty ball bearing
• Automatic models include a • Oil-filled design. construction.
APPLICATIONS float switch. • High strength carbon steel ■ Motor is permanently
Specially designed for the • Manual models available. shaft. lubricated for extended
following uses: • Pumping range: see PE31 Motor: service life.
• Mound Systems performance chart or curve. • .33 HP, 3000 RPM ■ Powered for continuous
• Effluent/Dosing Systems PE31 Pump: • 12.0 Maximum amps operation.
• Low Pressure Pipe Systems • Maximum capacity: 50 GPM • Shaded pole design ■ All ratings are within the
• Basement Draining • Maximum head: 25' TDH PE41 Motor: working limits of the motor.
• Heavy Duty Sump/ PE41 Pump: • .40 HP, 3400 RPM ■ Quick disconnect power
Dewatering • Maximum capacity: 60 GPM • 7.5 Maximum amps cord, 20' standard length,
• Maximum head: 29' TDH • PSC design heavy duty 16/3 SJTW with
NEMA 5-15P, three prong,
PE51 Pump: PE51 Motor: 115 volt grounding plug.
• Maximum capacity: 70 GPM • .50 HP, 3400 RPM ■ Complete unit is heavy duty,
• Maximum head: 37' TDH • 9.5 Maximum amps portable and compact.
• PSC design ■ Mechanical seal is carbon,
METERS FEET
40 ceramic, BUNA and stainless
PE51 - 1 d MODELS: PE31, PE41, PE51 steel.
- I HP:.33-40-50 ■ Stainless steel fasteners.
35
10
2 GPM r I
30 PE41 AGENCY LISTINGS
1 FT
= 25
¢ ick
S
¢ n m_ -
Z Tested to UL 778 and
o
CSA 22.2108 Standards
- By Canadian Standards Association
0 15 file #LR38549
. I-
- Goulds Pumps is ISO 9001 Registered.
10
_t.,.
5 -
P
0 p U , _ 10 20 30 40 - 50 60 70 GPM 80
0 5 110 115 m3/h Goulds Pumps
CAPACITY
9 2202 Goulds Pumps
Effectce November, 2002 ITT Industries
BPE31
7-8 Hof ~i~
_ l
1 J
Q ~C!
Wisconsin Department Comr}i8rt a OIL EVAI, PORT Page of
Division of Safety and Bu dings ~
~inlace wit Comm 85, Wis. j
Attach complete site pla' on pa4~ tt less t"2 x ches in size. Plan must
include, but not limited to vertica ~n~~ int (BM), direction and fal.D.
percent slope, scale or di enPsi~o~t ?aR tion and distance to nearest road.
ryry print all information. Reviewed by Date
Personal information you provide may be used for secondary purposes (Privacy Law. s. 15.14 (1) (m)).
Property Owner Property Location
Govt. Lot 1/4 1/4 S T N Roi V
Property Owner's Mailing Address Lot # BI # Subd. &We or CSM#
City State Zip Code Phone Number ❑ City ❑ Village 0 Town Nearest Road
❑ New Construction Use: ® Residential / Number of bedrooms
Code derived design flow rate GPD
Co Replacement ❑ Public or commercial - Describe:
Parent material Flood Plain elevation if applicable ft.
General comments
and recommendations: Sr~i~~ Bilsro e~ C~,Ju~ J,c' rfS -IQ
F/ Boring # ❑ Boring
® pit Ground surface elev. 2Z ft. Depth to limiting factor -may - in.
Soil Application Rate
Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots GPDM
in. Munsell Qu. Sz. nt. Color Gr. Sz. Sh. 'Eff#1 'Eff#2
q
U q
-12r-29 I
C
n Boring # ❑ Boring
~J ® pit Ground surface elev. _2 ? ~-5- ft. Depth to limiting factor in. Soil Application Rate
Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots GPD/fF
in. Munsell Qu. Sz. Cont. Color Gr. Sz. Sh. 'Eff#1 'Etf#2
9 9
4
Z' 7
ZL&IO Z22
Effluent 1 = BOD > 30 < 220 mg/L and TSS >30 < 150 mg/L uent #2 = BOD < 30 mg/L and TSS < 30 mglL
CST
~_2
Signature CST Number
_5Z
Address ate Evaluation Conducted Telephone Number
Property Owner Parcel ID # Page_ of
a Boring # ❑ Boring
10 Pit Ground surface elev. 9Z9-:5-- ft. Depth to limiting factor ✓ in.
Soil liption Rate
Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots GPDM
in. Munsell Qu. S;. Cont. Color Gr. Sz. Sh. *Eff#1 •Eff#2
q A
/11 7
a 4
F-1 Boring # ❑ Boring
❑ pit Ground surface elev. ft. Depth to limiting factor in.
Soil Appli Rate
Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots GPD/ff
in. Munsell Qu. Sz. Cont Color Gr. Sz. Sh. *Eff#1 *Eff#2
F-1 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/fF
in. Munsell Qu. Sz. Cont. Color Gr. Sz. Sh. *Eff#1 *EfF#2
' Effluent #1 = BODs > 30 < 220 mg/- and TSS >30 < 150 mg/L ' Effluent #2 = BODS < 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.
SOD-8330 XfiW)
/ a
i9~9~ ~Pi~
s./~~.~
~ ~s~~/
~ ~',,~E`
a
,
,~,.ir
F,
~Xcss~A~
.--:4 ~ - r~. 6~
~ ~9s--
~ 9~ ~ \
t
a a ' 4 , ~,ab?
~
f
~~L~~
All
~~C. ~ %J7fs
~ r
w ~
e
Am,, t
i
f STATE BAR OF WISCONSIN FORM o3 01998
QUIT CLAIM DEED i KATHLEEN H. MALSH
REGISTER OF DEEDS
Document Number j~ ST. CROIR CO., W1
- ~---li RECEIVED FOR RECORD
This Deed, made between 05/31/2005 08:20AM
OUI TE CAL TI#M DDEED
Grantor, I;
jj and - Eclwa REC FEE: 11.00
r a son TRANS FEE:
:
~f CCPFEEFEE:
pt Grantee. PAGES: 1
StGralTol9Xt claims to Grantee the following described real estate in
County, State of Wisconsin:
I
Recording Area
Name and Return Address
A parcel of land located in the NE1 /4 i E_Dwf Rt > A A16 LsdN
41
Co R b C.
Of SET /4 of Section 30, Township 31 I l9
North, Range 18 West, more fully S~TI'►7t7~S~-~, .
' i
described as follows: Lot 1, Carrie's
Apple River Addition, in the Town of
Star Prairie.
c~3~-tis 0-ro -voo ii
This Deed is given in compliance with Parcel Identification Number (PIN)
that certain divorce •is n
of
judgement entered This ho
i
n an action between the above named (is) (is not) mescead property.
grantor and grantee, dated October7, 1985.
jl
I
' I I
I~
I!
I!
Together with all appurtenant rights, title and interests.
t
u
Dated this 3 day of !'YI Z UCH S
(SEAL)
(SEAL)
(SEAL) (SEAL)
Connie M. Nelson Ii
AUTHENTICATION ACKNOWLEDGMENT
I Signature (s) ~
State of Wisconsin,
I
ss.
Cou t .
authenticated this day of Personally came before me this day of ;i
`J the above named
(L n i P AA N' ~c3 _-Ir (
I I
TITLE: MEMBER STATE BAR OF WISCONSIN to
(If not, me known to be the person who executed the foregoing
authorized by 5706.06, Wis. Stats J =O O~ - instrument and acknowledge the same.
I!
THIS INSTRUMENT WAS DRAFTED BY
C~~ NC / ( Notary Public, St t of Wisconsin
/V My. commission permanent. (If not, state expiration date:
(Signatures may be authenticated or acknowledged. Both are not W I SC 0(u ((i 5 " }O )
necessary.)
' Names of persons signing 1 any capacity must be typed or printed below their signature. -
QU]T CLAIM DEED STATE BAR OF WISCONSIN Wisconsin Legal Blank CO.. Inc.
FORM No. 3 - 1998 Milwaukee, Wis.
1.... GHUIX CULINT Y, 'WISGUNSH
QWNEER'
I
r
Director, F
! 4?° ! 41n~aawrtrd_Fom4{~ ,
s 69029,1
2*6. 00,
'v" 00 " zi 4'
goo STATE OF .
00 A0 ;ST, CROIX
o 04 a' I
lbregoinq it
I rr~~~`' aF ,
/ 292045
v
I ~
Oa fd
SURVEY
r06p3a