HomeMy WebLinkAbout016-1030-40-000
CROIX COUNTY
PLANNING ZONING
Monday, June 11, 2012
Scott & Sonya Baumann
3177 158th Ave.
Glenwood City, WI 54013
Code Adn nlstrarion
715-386-4680 Regarding septic inspection for Scott & Sonya Baumann.
Land Infon radon & Location of Property in St. Croix County:
Planning Municipality: Glenwood, Town of
715-386-4674
Subdivision or Plat: 40 acres
Real Proper,}- Certified Survey Map:
715-386-4677
Lot:
Re,y,:Ung Address: 3177 158th Ave.
715-386-4675 - -
Dear Applicant:
A septic inspection of the above reference property was conducted on June 11,2012.
This property is located in the SE 1/4 NE 1/4 of Section 14, T30N R15W, 40 acres (Lot
Glenwood, Town of, St. Croix County, Wisconsin. At the time of the inspection, this septic
system was found to be code compliant for a 5 bedroom home.
Additional Notes: CST report says 5 BR, so installing a mound for 750 gpd/ft2. Installed
Wieser 1585/950 tank to 6'x 125' mound, connected to 90' of existing building sewer and 6'
new SCH 40 into new tank. Existing cleanout -30' from house foundation, floor drain in
basement elevation was 100.47', with pipe -'18 inches below. Pitch on pipe exceeds min.
1'/100 ft. of pipe.
If you have any questions regarding this, please contact our office at 715.386.4680.
~uiYVy~--
Pam Quinn
Zoning Specialist
cc: file
Sr. CRO/X COUNTY GOVERNMENT CENTER
110 1 CARMICHAEL ROAD, HUDSON, W/ 54016 7153864686 FAx
PZ@CO.SA/NFCROIX.W1.US WWW.CO.SAINTCROIX.WI.US
Wisconsin Department of Commerce PRIVATE SEWAGE SYSTEM County:
Safety and Building Division St. Croix
INSPECTION REPORT Sanitary Permit No:
GENERAL INFORMATION (ATTACH TO PERMIT) 552369 0
information you provide may be used for seconds State Plan IF-N7--
Personal ry purposes [Privacy Law, s.15.04 (1)(m)j.
Permit Holder's Name: City Village X Township Parcel Tax No:
Baumann, Scott & Son a Glenwood, Town of 016-1030-40-000
CST BM Elev: Insp. BM Elev: SM D.e.-s-crr-iption:
O , / p0 D J / Section/Town/Range/Map No:
a j ~%(N-,, L 14.30.15.224
TANK INFORMATION ELEVATION DATA
TYPE MANUFACTURER CAPACITY STATION
FS ELE
V.
Septic d O. V
Benchmark
Dosing
Alt. BM
Aeration /41 . Y7
Bldg. Sewer
Holding
St/Ht Inle kazz s
St/Ht Outlet 6.
TANK SETBACK INFORMATION
TANK TO ^P/L WELL BLDG. Vent to Air Intake ROAD Dt Inlet
Septic v►H'~ t J
Dt Bottom ylaD
Uwlta Vv 1_3
Dosing lf~ IOPo~ 2,35 'J.' 1
i r1 ( Heade an.
Aeration l (J J G
Dist. Pipe Z,
Holding ~ 3•S ~ O2, d`
Bot System
PUMP/SIPHON INFORMATION Final Grade
Manufacturer U '~-~G l(~ 3
Demand St Cover
GPM Z. d
Model Number PE I
TDH Lift Friction oss System Head TQI I„ 2 Ft b D
Forcemain Lengt Dist. to Well '3 • 2 O4,
SOIL ABSORPTION SYSTEM
BED/TRENCH Width Length No. Of Trenches PIT DIMENSIONS No. Of Pits Inside Dia. Liquid Depth
DIMENSIONS
SETBACK SYSTEM TO P/ BLDG WELL LA /S EAM LEAC ING Manufacture .
INFORMATION
Tye f System: ~ I I CHA
y ( I OTl NIT Model Numb
DISTRI TION SYSTEM, l IIJJ
Heade anifol Distribution
Length pia 2 H Pipe ~2 X I ~j , x Hole Size r, ~1 x Hole Spacing' Vent to Air Intake
pacing ~ l y~ 1 '31 • b~ `G I/ ~
SOIL COVER X Pressure Systems Only xx Mo Or At-Grade Systems Only J ~f
Depth Over Depth Over xx Depth of
Seeded/Sodded xx Mulched
Bed/Trench Center Bed/Trench Edges Topsoil I )oc
(,Un Yes fN No ®Yes No
COMMENTS: (Include code discrepencies, persons present, etc.) Inspection #1:~/ / Y
Inspection #2:.-&-/
Location: 3177 158th Ave. Glenwood City, WI 54013 (SE 1/4 NE 1/4 14 T30N R15W) 40 acr s Lot nN Parcel No: 14.30.15.224
1.) Alt BM Description =rtspL b`t~t~ Q.1~-~ lVG►~ ,~i / d
2.)Bldg sewer length
=~~(1<~~~,\/`~~%~~L,,,,, I//_' OU•Y•
- amount of cover = L 8 L~~•( V T ~.6~tN t(/ /
> y L O f
Plan revision Required? Yes No
Use other side for additional information.
SBD-6710 (R.3/97) Date Insepctor s Si ature
Cert. No.
All?
Sa(t Ildin Division Country
JE ::1
cornmerce.wl.gov f ~7P"I~s' P O Box 7162
2t71 iK!>',y~ # h ,
i s c o n s i n lay Ali t*~~1 7-7162 Saniury ~rmit?tumber (to be filled in by Co.)
a. ~5 2 3
otapartment of Comm real State Transaction Number
Sanitary Permit Application ?A 6
In accordance with s. Comm. 83.21(2). Wis. Adm. Code, submission of this form to the appropriate governmental
unit is required prior to obtaining a saninry permit. Note: Applicau^^ f^r*ns for state•o red POWTS are I Project Address (ifdif(ereni thann-ailing address)
submitted to the Department of Commerce. Personal information you provide may be used rnr secondary
u ses in accordance with the Privacy Law. s. 13 nE I m . Stats.
^
1. Application Information - Plcase Print %lI Information t u /
Property Owner's Name Parcel a ~at3~"
Q~'~•rn 4U" #_X
Property Owner's Mailing Address Property Location
2y~
3 /7? 5 ,ay...~ Govt. Lot r
Zip Code Phone Number -S& \l Cam'/. • Section
City,/State/ 16ircle cI
T ~ N: R ~ E AV
11. Type of Building (check all that apply) Lot Q
Subdivision Name
I nr 2 Family Dwelling - Number of Bedro oms _ V
Block
❑ Public/Commercial - Describe Use ❑ C rn of
CS~1 Number ❑ Village of _ •
❑ State O yned -Describe Usc ~To,vn of
111. Type of Permit: (Check only one box on line A. Complete line B if applicable)
A. C3 New System a lacenment System O Treatment/Holding Tank Replacement Only C1 Other Modification to Existing System (explain)
List Prcm ous Permit Number and Date Issued
B. ❑ Permit Renewal O Permit Revision ❑ Change of Plumber O Permit Translcr to N'e-
Before Expiration Owner
IV. Type of POWTS System/Corn oncht/Deyice: Check all that a Iv
❑ Non-Pressurized In-Ground ❑ Pressurized In-Ground ❑ At-Grade ❑ Mound > 24 in o(suitable soil ound < 24 of suits a soil n
Pretreatment Device (explain Sn(X(//W'I
❑ Holding Tank ❑ Other Dispersal Component (explain) ❑ D
V. Dis ersal/Preatment Area Information: Dispersal Arca Proposed (sf) System Elev
Design Flow (gpd) Design Soil Applies ran ntc(gpds Dispersal Area Required (st) 9A t_/ r,
[ _Q -N i F7S II/ /9 -75 is
u
VI. Tank Info C achy in Total M of Manufacturer
Gallons Gallons Units /'~~Y`pk A U
New Tanks, Existing Tanks l Or o U in iL v
Septic or Holding Tank
Dosing Chamber
VII. Responsibility Statement- I, tale undersigned, alsume responsihillty for installation of the POWTS shown on the attached plans.
MP/MPRS Number Business Phone Number
Plumber's Name (Print) _ Plu s Signal
2,& -79 'I'd' 15 775 Z
Plumbers; Address (Street, Y. State. Zip Code)
q ~3 (ad zi- /6- ~ 4a S o-r ~
Vlll ount /De artment Use Only
Permit Fee Da a Issued suing Agent S natur 6
Approved ❑ Disapproved
S Z u~ 666~~~ ~ / Z
O Owner Given Reason for Denial
IX$$' ,Tdlf~dr0)6 KfW0%,al/Rensons for Disapproval {1/t S_ ~,,A A I~✓ P1 /
1 Septic tank, effluent filter and
dispersal cell must all serviced / maintained
as per management plan provided by plumber. r, U%~- '~'~m•
2. All setback requirements must be maintained
for the system and s r to he County only on pap r n t less 38 IR s I 1 in hes Inv
5 'S 4;"L
SBD-6398 (R. 01/07) Valid thrv 01/09 S PS ~L~3 c
~gART4,E Safety and Buildings
1P PO BOX 7162
1 MADISON WI 53707-7162
S I Contact Through Relay
rQO www.dsps.wi.gov/sb/
www.wisconsin.gov
~4
Scot t Walker, Governor
Dave Ross, Secretary
June 04, 2012
CUST ID No. 267985 ATTN. POWTS Inspector
MICHAEL J MYERS ZONING OFFICE
NORTHLAND PLUMBING INC ST CROIX COUNTY SPIA
2943 130TH AVE 1101 CARMICHAEL RD
GLENWOOD CITY WI 54013 HUDSON WI 54016
CONDITIONAL APPROVAL
PLAN APPROVAL EXPIRES: 06/04/2014 Identification Numbers
Transaction ID No. 2090491
SITE: Site ID No. 779777
Scott Baumann Please refer to both identification numbers,
3177 158TH Ave above, in all correspondence with the agency.
Town of Glenwood, 54013
St Croix County
SE1/4, NE1/4, S14, T30N, R15W
FOR:
Description: Replacement Mound- Residential
Object Type: POWTS Component Manual Regulated Object ID No.: 1373689
Maintenance required; Replacement system; 750 GPD Flow rate; 30 in Soil minimum depth to limiting factor from
original grade; System(s): Mound Component Manual -Version 2.0, SBD-10691-P (N.01/01), Pressure Distribution
Component Manual - Version 2.0, SBD-10706-P (N.01/01); Effluent Filter
The submittal described above has been reviewed for conformance with applicable Wisconsin Administrative Codes
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
Reminders
• This system is to be constructed and located in accordance with the approved plans and with the "Pressure j( d
Distribution Component Manual for Private Onsite Wastewater Treatment Systems Version 2.0" SBD-10706-P
(N.01/01).
• This system is to be constructed and located in accordance with the approved plans, and the "Mound R R~
Component Manual for Private Onsite Wastewater Systems Version 2.0" SBD-10691-P(N.01/01). p
1
• The pressure network is to be constructed in accordance with publications SBD-10706-P(NO 1/0 1) "Press e
Distribution Component Manual for Private Onsite Wastewater Treatment Systems - Version 2.0" and/or the
sizing methods of publication "SSWMP Publication 9.6 Design of Pressure Distribution Networks for ST-SA E
(01/81)".
• The mound dispersal component was not drawn he plot plan corr ctly. Corrections were made
changing the control contour to 101.0 f 5 $
t. d"" y - -e ~ecr
• Check the moisture content of the soil before installation. Smearing and compaction of wet soil will result
in reducing the infiltrative capability of the soil.
' MICHAEL J MYERS Page 2 6/4/2012
• Abandon the existing system components per SPS 383.33
• Make all Comm references to SPS for future submittals in the design and management-contingency plan.
• Provide the remaining pages of the Management and Contingency Plan for the homeowner's copy and the
county prior to obtaining the sanitary permit.
• The owner is responsible for the operation and maintenance of the private onsite wastewater treatment system
(POWTS).
• The owner of a POWTS shall be responsible for ensuring that access opening covers remain locked or
secured except for inspection, evaluation, maintenance or servicing purposes.
• Provide a copy of the approved POWTS plans to the owner.
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 d ess e shall provide a copy of this letter and the POWTS management plan to the owner and any
others Nlrho ar r spons le for the installation, operation or maintenance of the POWTS.
S c ~ y, ,l Fee Required $ 250.00
Fee Received $ 250.00
Balance Due $ 0.00
r inger
P T aste ereciali nteg ted Services WiSMART code: 7633
(608) 261-7735, Fax: (608) 21-9566, M-f 7:OOAM - 3:45PM
mark. finger@wisconsin. gov
cc: Charles L Bratz, POWTS Reviewer II, (608) 789-7893 , 7:45 am - 4:30 pm Monday - Friday
Northland Plumbing Inc
Note: Effective January 1, 2012, all codes under the jurisdiction of the Division of Safety& Buildings will be
modified. Code references with prefixes starting with "Comm" will be replaced with "SPS" to recognize the
relocation of the Division of Safety & Buildings from the former Dept. of Commerce to the Dept. of Safety &
Professional Services. Additionally, all S&B codes will be renumbered and addressed in a "300" series. For future
reference, the Wisconsin Commercial Building Code will be addressed by SPS Chapters 360-366. J
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Mound System pg 1 of 7
Cover Page RECEIVED
MAY 16 2012
Project Name: Baumann-Mound SAFETY & BUILDINGS
Owner's Name Scott Baumann
Owners Address 3177 158th Ave
Glenwood City,Wl 54013
Legal Description SE V y, NE ! w I Y. Sec 14 T 30 N, R 15 1 w ! ~
Township Glenwoo
County Saint Croix V
Subdivision
Lot#
ParcelID# 016-1030-40-000
Table of Contents
pg-
1 Cover page c ` NGS
2 Mound Sizing Calculations
3 Pressure Distribution Layout and Dynamics
6
4 Dose Tank / Pump Curve
5 Management and Contingency Plan t G~~
6 Plot Map
7 Pump Curve
total # of pages: 7
Designer Name: Michael J. Myers
License 267985
Date: 5/1412012
Ph. 715-265-4115
Signature:
Mound System Design Methods Used
per "Mound Component Manual For Private Onsite Wastewater Treatment Systems" (Version 2.0) SBD-10691-P (N.01101)
per" Pressure Distribution Component manual for Private Onsite Wastewater Treatment Systems" (Version 2.0) SBD-10706-P (N 01101)
Spreadsheet provided by: 3bAdvisement N12486 220th St, Boyceville, WI 54725 Ph: 715-643-6068 email: 3ba@3badvisement.com
Mound System Page 2 OVY
Mound Sizing Calculations
Project Name: Baumann-Mound
Site Conditions Design of Entire Fill
Project Type: i or 2 Family Dwelling Cell depth at upslope edge (D): 6.0 in 04
% Slope: 6.5 % Cell depth at downslope edge (E): 10.7 in.
# of Bedrooms: 5 Distribution cell depth (F): 9.5 in.
Depth to limiting factor: 30 in. Cover thickness over edge (G): 6 in.
Absorbtion rate of fill material: 1 gal/ft2/day Cover thickness over center (H): 12 in.
Absorbtion rate of in-situ soil: 0.4 gal/ft 2/day End slope width (K): 7.5 ft.
Effluent quality Eff#1 Fill length (L): 140.0 ft.
Max BOD effluent value: 220 mg/I Upslope width (J): 4.5 ft.
Max TSS effluent value: 150 mg/I Downslope width (Toe) (1): 9.0 ft.
Fill Width (W): 19.5 ft.
Design of the Distribution Cell Basal Area
System Design Flow: 750.0 gal/day Basal area required: 1875 ft2
Distribution cell width (A): 6.00 ft Basal area available: 1875 ft2
Distribution cell length (B): 125.0 ft
Area of Distribution Cell: 750.0 ft2 Observation Pipes
Contour Elevation of Mound: 100. ft`D/. Location from end of cell (Z): 20.83 ft
System Elevation of Mound: 1.15 ft /Dl:S
Final Grade of Mound: 4 ~oOJV_Xlan View
J Observation Pipes
f
1 f
Distrit~ution Cell A
W K=- ~
~ l~K
I Tilled ArealFill Material
L -r
Mound Cross Section
-"-_-Observati n Pipe
Final Grade
Synthetic Fabric H
i Distribution Cell '
/ s System Elevation A P o F
1 1
Lateral D 3
Cover Material E Invert
Fill Material, Tilled Area
Slope Forcemain System
Contour
Notes: CORRECTION NEEDED
Fill material to consist of ASTM C33 Sand SEE CORRESPONDEN
Distribution cell aggregate to comply with Comm 84.30(6)(1)
Synthetic Fabric covering on cell per Comm 84,30(6)(g)
Distribution Cell to have minimum 6" aggregate below lateral and 2" above.
Mound System Page 3 of
Pressure Distribution Calculations
Project Name: Baumann-Mound
Lateral Layout Lateral/Manifold Design
Lateral elevation: 101.7 ft Lateral diameter: 41/z ,w In.
Rows of Laterals: 2 Lateral spacing (S): 3 ft
Manifold type: center Lateral to cell edge: 1.5 ft
Orifice diameter: 0.125 7 in. Lateral discharge rate: 9.89 gpm
# of Laterals: 4 System discharge rate: 39.54 gpm
Distal Pressure: 5 ft Manifold diameter: 2 w In.
Lateral Length: 62 ft Manifold length: 3 ft
Orifice Spacing/Distribution Forcemain Friction Loss
Orifice spacing (X): 31.66 Inches Forcemain length: 160 ft
Orifices per lateral: 24 Forcemain diameter. 2 In.
Avg. fe/Orifice: 7.81 ff Friction loss in forcemain: 5.170 ft
Lateral Side View
Manifold
Lateral Lateral
11 le
x x x x x x x x x x x x
2 2
Lateral Length Lateral Length
Lateral Plan View
Lateral Length Turn-up w/ball valve or cleanout plug
(.35 T
S
o
0
Orifices on bottom of PVC laterals and Forcemain to comply with
lateral equally spaced
specifications per Comm 84.30(2)(e)
Forcemain connection via tee or cross to manifold at any point
Clean Out Detail Observation Pipes
Clean-out plug
Final Grade or ball valve
Water tight cap
or plug
Lawn
Sprinkler
Box
Slot
Note: Closet Collar
6" Minimum may be used in
place of 318" bar
Long Sweep 90
or two 45's 3/8" Bar
Lateral
D 53j„ AS 101 J"
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\ N WLP1585/950 DRAWN BY SME S 14"_1'-0" PRE- POUR:
o m MIEBER COIICAETE REV.
-I SEPTIC MANUAL DATE: JANUARY 2010 DATE:. POST-POUR:
\ z W3716 US HWY 10 MAIDEN ROCK, WI 54750
° REVISED JAN. 2010 800-325-8456 FILE: WPIZ-950
Mound System Page 4 of
Septic, Pump and Dose Tank
Project: Baumann-Mound
Tank Information Dosage Volume
Pump tank manufacturer: Wieser Concrete Forcemain drains back to tank? OQ Yes O No
Pump tank size/model: I wLP1506/960 Lateral void volume: 26.2 gal
Pump tank gal/inch: 1'~8~/~' 0 25 Dosage to absorbtion Cell: 131.1 gal
Actual Pump Tank Volume: 950 gal Forcemain volume: 27.9 gal
Tank bottom elevation (inside): 91.5 ft Total dosage: 158.9 gal
Septic tank size/model: MILP150/980
iSgs/q5o
Pump and Filter - Total Dynamic Head
Pump Manufacturer: Goulds Are laterals highest point? y
Pump Model: PE51 P1 if not, enter highest elevation: 0 ft
Effluent Filter: Polylock 525 System head (distal x 1.3) 6.50 ft
Vertical Lift ("D" to lateral) 9.48 ft
Note: Access opening of sufficient size to be provided to allow Friction loss in forcemain: 5.17 ft
removal of filter. Opening to terminate at or above grade.
Pressure loss from filter: ft
Total dynamic head (TDH): 21.15 ft
Pump Tank Diagram Dose Tank Levels
Watertight Locking Cover In. Gal
4 Inch With Warning Label 21.6 541.1
Finished A Reserve
Minimum Grade
B Pump off to Alarm 2.0 50.0
Alternatez C Total Dosage 6.4 158.9
Outlet D Effluent depth for pump 8.0 200.0
Location Elect. per Comm
16.28 and Total Capacity: 38.0 950.0
IForcemain- ~ NEC 300
Weep Hole A
or Anti- 8
Siphon
Device FLOW- LITERSMOUR
C 0 1000 2000 3000
30 10
D
H
7.5 W
Li r
L, 20 W
s
5
a a
Pump must be capable of: 39.5 GPM = 10
2.5
and head pressure of: 21.2 Feet
0 0
0 20 40 60 80
Little Giant FLOW- GALLONS/MINUTE
9EH PUMP PERFORMANCE CURVE
115V 60HZ
Mound System Management Plan pursuant to comm 83.54 W. A. C. page 5 of Owner's Responsibility:
The component owner is responsible for the operation and maintenance of the component. The county,
department or POWTS service contractor may make periodic inspections of the components, checking for
surface discharge, treated effluent levels, etc. The owner or owner's agent is required to submit necessary
maintenance reports to the appropriate jurisdiction and/or the department.
Septic Tank:
Septic tank(s) are to be inspected routinely and maintained by department approved individuals when
necessary in accordance with their approvals. The use of chemical/biological "treatments" is not required or
recommended. If such additives are used, make sure they are approved by Department of Commerce,
Safety and Buildings Div.. Effluent filters are to be removed & cleaned as necessary, with provisions to keep
solids from passing the septic during removal. No more than 1/3 of the usable tank volume may be occupied
by sludge/scum. 3 year inspection: If tank has greater than 1/3 volume sludge, tank contents must be
emptied and disposed of in accordance with NR 113 Wisconsin Administrative Code by an approved
individual. If the inspector does not recommend pumping of the septic tank, then the owner must be notified
of when pumping should be done as to not exceed 1/3 sludge volume. Septic tank should be routinely
inspected to be watertight and of good repair.
Pump/Dose Tank CORRECTION NE DED
If an effluent filter has been installed in the pump/dose tank, it must be removed & cleaned as SEE CORRESPON ENCE
necessary, with provisions to keep solids from passing to the mound component during removal.
The pump, float switches and alarms must be inspected at least every three years for proper
operation. Pump/dose tank should be routinely inspected to be watertight and of good repair.
Mound and Lateral System
The mound system component must remain free of ponded surface water prior to pump operation. If 4
inches or more water level is detected in the observation pipes, the owner must be notified of possible
problems/failure. The designed daily flow capabilities of the component should never be exceeded. Trees
and any other deep rooted vegetation should never be planted, or allowed to grow anywhere on the
component. Activities OTHER than mowing/maintenance (i.e. excessive walking, pets, vehicles, etc...) could
compress the component and reduce it's absorbtion capabilities and/or possibly cause it to freeze in winter
conditions. Lateral distribution pipes should be flushed out/tested every 18 months using the cleanout points
at each end of the component to remove scum that may clog orifices.
Performance Monitoring:
Performance monitoring must be done at least once every three years following the installation or at the time
of a problem, complaint, or failure.
Contingency Plan:
If the septic tank, pump tank or any of their components therein (including floats, alarms, pumps, etc)
become defective, the defective tank or component must be replaced immediately to ensure that the system
can operate as designed. If the mound component cannot accept wastewater or ponds wastewater to the
surface, the component must be repaired or replaced in it's current location by either: extending basal toe to
provide added absorbtion area; or by removing the clogged bacterial mat,aggregate cell, and distribution
piping within the mound and replacing said components in order to return system to proper working order as
required.
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' GOULDS PUMPS Submersible
Effluent Pump
PE
"fumin, PUMP
FEATURES
SPECIFICATIONS MOTOR
Pump - General: General: ■ Corrosion resistant
• Discharge: 11/2" NPT • Single phase construction.
• Temperature: 1040F (400C) • 60 Hertz ■ Cast iron body.
maximum, continuous when • 115 and 230 volts ■ Thermoplastic impeller and
fully submerged. • Built-in thermal overload pro- cover.
• Solids handling: 1/2" 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
• Manual models available. shaft. lubricated for extended
Specially designed for the . Pumping range: see PE31 Motor: service life.
following uses: performance chart or curve. • .33 HP, 3000 RPM ■ Powered for continuous
• Mound Systems • 115 volts operation.
• Effluent/Dosing Systems PE31Pump' • Shaded pole design ■ All ratings are within the
• Low Pressure Pipe Systems Maximum capacity: 53 GPM working limits of the motor.
• Basement Draining • Maximum head: 25T DH PE41 Motor: ■ Quick disconnect power
• Heavy Duty Sump/ PE41 Pump: • .40 HP, 3400 RPM cord, 20' standard length,
Dewatering • Maximum capacity: 61 GPM • 115 and 230 volts heavy duty 16/3 S1TW with
• Maximum head: 29' TDH • PSC design 115 or 230 volt grounding
PE51 Pump: PE51 Motor: plug.
• Maximum capacity: 70 GPM • .50 HP, 3400 RPM ■ Complete unit is heavy duty,
• Maximum head: 37' TDH • 115 and 230 volts portable and compact.
• PSC design ■ Mechanical seal is carbon,
METERS FEET
40 ceramic, BUNA and stainless
MODELS: PE31, PE41, PES11 steel.
PE5t
- HP:.33_40, so ■ Stainless steel fasteners.
35 - - ---t
10 _ 2 GPM ' i AGENCY LISTINGS
30 - - - -i 1 FT
w 25 -
C~p us
Tested to UL 778 and
a
o20 CSA 22.2108 Standards
, Canadian Standards Assodation
F 15 File #LR38549
Goulds Pumps is ISO 9001 Registered.
10 7
5
0 O 0 10 20 30 40 50 60 70 GPM 80
' Goulds Pumps
L 11 L_ - 0 5 10 15 m3/h
CAPACITY
2004 I Water Technology, inc.
E ITT Industries
Effective June, 2004
BPE31/41
ST. CROIX COUNTY
SEPTIC TANK MAINTFNANC F AGREEMENT
AND
OWNERSHIP CERTIFICATION FORM
C)a~nct:' u~ cr _ l.0 V, h l e ~0 h ✓1 ~S
.M- ailing Address
Properi Address .317-7 A~Tv 4 iY-
(Verificalion required from Planning & Zoning Department for new eonstntction.)
City/Siaic t qti Parcel Identification Number 614-103b-40-vac
LEGAL DE5!QRIPTIQN
Property Location ._SE il,I . A/C. 'A. Sec. /I/_, T 30 N RJ5 W, Town of ra fts. woad
Subdivision Plat:' U ~C r,
Lot #
Certified Survey Map # , Volume , Page #
Warranty Deed # SB6fv 0167 (before 2007)Volume 1:Z&.5, Page # L4)33
Spec house yes no Lot lines identirable .yes . nu
SYSTEM MAINTENANCE A,NDQ)YL%,R CERTI]EiCATIQN
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 4Conun. 83,52(1) and in Chapter 12 - St. Croix County Sanitary Ordinance.
'I'lic property owner agrees to submit to St. Croix County Planning & Zoning Department a certification form. signed by the
owner and by a rnasicr plutnbu•..juurneytnan piumber. restricted plumber or a licensed pumper verifying (list ( I ) the cm-situ
wastewater disposal .system is in prg'wropunuing condition andhtr (3) after inspection and pL1111pi11L riI necessary). the septic tank is
less than 113 lull ofsludge.
Iiwe, 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 Depastrrtent of Commerce and the Department of Natural Resources, State of Wisconsin.
Certification stating that your septic system has been maintained trust be completed and returned to the St. Croix County Planning &
Zoning Department within 30 days of the three year expiration date.
Iiwe certify that all statements cut this form are true to the best of ray/our knowledge, t/we stn/are the owner(s) of the
property described above. by virtue of a warranty deed recorded in Register of Deeds Office.
Number of -bedrooms .5
SIGNATU F APPLICANT(S) DATE
***Any information that is misrepresented rmy result in the sanitary permit being revoked by tho Planning & Zoning Department.
include with this application a recorded warranty deed from the Register ofDeeds Office and a copy of the certified survey map if
reference is made in tho warranty deed.
(REV. 08/05)
Zoom DMIMM"Id 40IH,LHON 09TD5MU %Vd eZ : TT ZT09/99/50
at99is9)jn3 :wo_jd L4991,££L991, (Lvio) ZvvvsL £o-90-Z L0z 910 4 a0ed :o_
VASCO R1 S IL EVALUATION R P T #2135
Department of ommerl'~ i ~~1 in ccordance with Comm 85, wise, Page 1 of 3
Division of Safe and Buildings ,ylY ~~99 ` Steel's Soil Service
ST. C~01) (✓Ol1 `
Attach complete sit p n Rfil~Wkii inches in size. Plan must St. Croix
include, but not limi i ontal reference point (BM), direction and
percent slope, scat imensions, north arrow, and location and distance to nearest road. Parcel I.D.
016-10 0-40-000
Please print all information. Review By Date
Personal information you provide may be used for secondary purposes (Privacy Law, s. 15.04 (1) (m)).
Property Owner Property Location
Bauman, Scott Govt. Lot na SE1/4, j1/4,4S/14, T30N, R15W
Property Owner's Mailing Address Lot # Block # Subd. Name or CSM#
3177 158th Ave na n40 Acres
City State Zip Code Phone Number City Village Town Nearest Road
Glenwood City WI 54013 715-265-7544 Glenwood 158Th Ave.
New Construction Use: Residential / Number of bedrooms 5 Code derived design flow rate 750 GPD
Replacement Public or commercial - Describe: n
Parent material Ridges of ground moraines underlain by weathered sandstone Flood plain elevation, if applicable na ft,
General comments Mound design, system elevation 101.15ft based on contour line elevation 100,65ft.Minimum 6 inches ASTM 33 mound sand.
and recommendations: - -
Boring
1 Boring #
` Pit Ground surface elev. 100.15 ft. Depth to limiting factor 32 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 0-16 10yr3/1 none sil 2msbk mfr cs 2c .6 .8
2 16-32 10yr4/4 none sicl 2msbk mfr cs 2c .4 .6
3 32-40 7.5yr4/4 c2d 7.5yr5/6 sl om mfr cs na 0.2 0.6
4 40-48 10yr8/2 c2d 7.5yr5/6 iandstom residuum mvfr na na .0 .0
7
2] goring # Boring
r Pit Ground surface elev. 100.15 ft. Depth to limiting factor 34 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 0-10 10yr3/1 none sil 2msbk mfr cs if .6 .8
2 10-18 10yr4/4 none sicl 2msbk mfr cs if .4 .6
3 18-34 10yr4/6 none sicl 2msbk mfr cs na .4 .6
4 34-48 7.5yr4/4 c2d 7.5yr5/6 scl om mfr cs na .0 .0
5 48- 10yr8/2 c2d7.5yr5/6 ,andston( residuum mvfr na na .0 .0
Effluent #1 = BOD? 30 < 220 mg/L and TSS >30 <.M mg/L ' Effluent #2 = BOD5 130 mg/L and TSS <30 mg/L
CST Name (Please Print) S' nat CST Number
David J. Steel 248956
Address Steel's Soil Service Date Evaluation Conducted Telephone Number
1699 150th St New Richmond, WI 540 5/9/2012 715-760-0347
SED-8330 (R.07/00)
Property Owner Bauman, Scott Parcel ID # 016-1030-40-000 Page 2 of 3
` Boring
Boring # Pit Ground surface elev. 101.75 ft. Depth to limiting factor 30 in.
Soil Application 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
1 0-10 10yr3/1 none sil 2msbk mfr cs if .6 .8
2 10-19 10yr4/4 none sicl 2msbk mfr cs if .4 .6
3 19-30 10yr4/6 none sicl 2msbk mfr cs na .4 .6
4 30-37 7.5yr4/4 c2d 7.5yr5/6 scl om mfr CS na .0 .0
5 37- 10yr8/2 c2d7.5yr5/6 andston residuum mvfr na na .0 .0
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
- ' 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
Effluent #1 = BODS> 30 < 220 mg/L 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.
SBD-8330 (R.07/00) Steel's Soil Service
STEEL'S SOIL SERVICE 3 of 3
David J. Steel Scott Baumann 1699 150th St.
CST-POWTSM SE1/4,NE1/4,S14,T30N,R15W New Richmond, WI 54017
Lic. #248956 Township of Glenwood, St Croix Co. Direct 715-760-0347
40 Acres Fax 715-246-0318
Legend N
1"=40'
♦ = Benchmark Ele. 100.00 ft
Top, CIF alcQ sePf c6l-er_
• = Alt Benchmark El 99.15 ft
Top Oj' r l (-r c.. - lt- Cavel
❑ = Borings
Boring Elevations
B1 = 100.15 ft
B2 = 100.15 ft
B3 = 101.75 ft
B4 = 0.00 ft
1),or 44,
~r
132-- iaQ, /
a
0
o C'
YOt.126-5PACE"013 -
~Oa~C7V~ 2- IArE U.4R OF INISCONSIN FORM 2 - 1482
WARRANTY DEED
DOCt)K?1ENT NO.
RErISTER'5 OFFICE
Milan P_ TtrptF?rrti 7 and _jnj 3- A_eternitz, cT, CROIX CO., Wi
- - _ ' d !Cr R1tSOrd
-]211~Ane3 anel wi_fp, IY
SEP 1 9 1997
convey: and %%arntnts to Scrub- A_ Rau[nann and c DYu J. Balm►3n11. 10 :00 A M
*tfasl~-slt] end wi fP~--- - +~t~•.~...• LJsl..L. ,
Rogisfer of nod*
- - -
TIOS SPACE RESERVED FOR AECOR0ING DATA
NAME ANO RETURN ADDRESS
the folluvv ing described real estate in St ~(xG~i w - Count}'
State of Wisconsin: Farm Credit Services
18G County Road U
I
River Falls, W1 54022
i
1
3 016-1030-40 -
i
PARCEL IDENTIFICATION NUMBER
3 ~
9 t '
j{
15 West St. Croix
The SE1 / 4 Of NE-11/4 Of Section 14r Tc~nshiP 30 Nort1•t r ~'-3e !
County, Wisconsin. "
l
i? }-3-:1t~~ jFEp
T R ~E
~ S Q~ it
FEE
it
~t
I:
This is homestead Droperty
? Ex^eption to warranties: Easements, restrictiorM and rights-of-way of record, if any.
Deed this day of Aiaquot Se Cv A.D.. 14 97
(SEAL) (SEAL)
Milan P. Breternitz Anita Breternitz -
(SEAL) (SEAL)
AUTHENTICATION ACKNOWLEDGMENT
- State of Wisconsin,
Signature(s) - Mi 1 an P T rPtPrni tz _ _ ss
Anita F Broterni tz_.--_
Qnuuy
authentuawd tills dar of 149 Personally came before nn• this day of
s.
la---, the above named
' _-Krastis)a--G•3i,at>d------ -
-TI I LE \IEmaFR ST.3TE BAR or ISCONSIN
t I I not.
a.ah-•ric:d h,' Ttth 0(. \\'I> S-It i ^ to me known to be the rerson _ to e~e• :::ea the foregoing the s.....
TH:~ INSTFit!MFtir WA,; DnAFlEO BY
Attontey Kristina Ogland
Hudson, WI 54016 - - - -
\rt.tn' counn
ni 1':11^,i iv I! nO:-
1. or :;o[h n.,t MV _Iat C\1`1T'•111011 llaie
tti.~[t1[urr: ni•; 1a:I:;nn..atc•o a,xr.,vl.. - i.; ...~.~~„n;i,:, a>
1 RR\•, I1 111 1 11