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S T,9 CROIX COUNTY
PLAN G & Z O NING
May 13, 2010
Brian Colombo
1424 Main Street
Houlton, WI 54082
Dear Mr. Colombo:
Code Administrati Recently, the St. Croix County Zoning Department has received complaints about
715 - 386 -4680 the steady removal of trees along the bluffline of the St. Croix River in the Houlton
Land In formation area over the past few years. As you may know, your property is within the St.
Planning Croix County Riverway Overlay District, which was enacted as a means to protect
715 - 386 -467 r the river along with its natural and scenic bluffline. Since the enactment, this
Department has worked with land owners to enforce the standards of the ordinance.
Real P ` erty
71 6 -4677 Like many agencies, this Department relies strongly the eyes and ears of citizens
such as you living in the Riverway District to alert us of concerns and complaints.
R `ycling Please be aware that in most cases, vegetation removal of any kind is not allowed
- 386 -4675 in the Riverway District. If you see or hear any activity in your area which could be
considered violations, please contact this Department as soon as possible to help
us prevent violations before they occur. Please remember to check with this
Department before cutting any trees on your property.
Please note that this letter is not a notice of violation, but a public reminder to
Riverway property owners. To review St. Croix County Ordinances, visit the
following web link: http: / /www.co.saint- croix.wi.us /county ordinances.htm Under
Land Use, click on chapter 17.36 — Subchapter III.V — Lower St. Croix Riverway
� Overlay District.
r If you have any questions, I can be reached at (715) 386 -4683 (8:00 A.M. to 5:00
P.M. weekdays).
Respectfully,
Dan Sitz
Zoning Technician
Cc: Town of St. Joseph
Jay Kimble, Town Zoning Administrator
File
Sr CRO /X COUNTY GOVERNMENT CENTER
110 1 CARMICHAEL ROAD, HUDSON, W/ 54016 715- 386 -4686 FAX
PZ @CO.SA /NT- CRO1X.WU S WWW.CO.SAINT- CROIX.WI.US
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Wisconsin Department of Commerce PRIVATE SEWAGE SYSTEM County: St. Croix
Safety arid Building Division
INSPECTION REPORT sanitary Permit No:
GENERAL INFORMATION (ATTACH TO PERMIT) State Plan ID No: 515225 0
Personal information you provide may be used for secondary purposes [Privacy Law, s.15.04 (1)(m)).
Permit Holder's Name: City Village X Township Parcel Tax No:
Colombo, Brian D. I St. Joseph, Town of 030- 2027 -80 -000
CST BM Elev: Insp. BM Elev: BM Description: Section[Town]Range/Map No:
r�0 ,0 /0o . 0 Cn, CA_P 22.30.20.439K
TANK INFORMATION ELEVATION DATA
TYPE MANUFACTURER CAPACITY STATION BS FS ELEV.
V 11b qy-5- PC�c 1(_f 6 b
Septic rk `Z. S�
Dig 3• O o
Ae ration v►� Bld Sewer
4 0"7w
5 '7� �•
Holding ��� t Inlet
St/Ht Outlet / r
TANK SETBACK INFORMATION
TANK TO P/L WELL BLDG. Vent to Air Intake ROAD Dt Inlet
lox
Septic ' 5D / b0 r Dt Bottom
71 �- 7
Dosing C�/ Header/ an.
Aeration ' Dist. Pipe / 'h ���- �� (o• �9 q 7. 9�
Holding �/(/,t Bot. System
0 0 oYS� .y5 q7. v
Final Grade y �
PUMP /SIPHON INFORMATION S/h?�� � -k 0�� erf 3.y S /o/ b
Manufacturer D mand U Cover I /I•
GPM �� 7 / rh �I. SS 97 9
Model Number R J 4 � / t dj J_
/V / `7lJ - T - - A 9.
TDH Lift Fricti n Loss TDH Ft
t�l .93z jSystemM�d A Z►, 37
Fob L n th Dia. �� Dist. to Well
SOIL ABSORPTION SYSTEM
BEDITRENCH Width Length No. Of Trenches PIT DIMEN O�N/!S No. Of Pits Inside Dia. Liquid Depth
DIMENSIONS 2 / r} 1 41 A 7" /
SETBACK SYSTEM TO P/L S BLDG WELL LAKE /STREAM A EAcH'NW Manufac r ^_ .
INFORMATION AM OR -47 V
Ty Of System: i —� ` / S-0 UNIT Model Number:
DI RIBUTION SYSTEM OV d4 ( r
j H, e a a if91d Distribution / x Hole Size x Hole Spacing f nt Air Intake
Pipe(s)
C� 0 U'L 5�
Length Dia Length Dia Spacing f ��IA
/
SOIL COVER x Pressure Systems Only xx Mound Or At - Grade Systems Only /
epth Ov6r 1 Depth Over xx Depth of xx Seeded /Sodded xx Mulched
Bed/Trench Ce er Bedlrrench Edges Topsoil /
Yes 0 No ®Yes No
COMMENTS (Include code discrepencies, persons present, etc.) Inspection #1:I/ ff / 10 Inspection #2: do
Location: W 4 2 (Gov't Lot 3 22 T30N R20W NA Lot 2 Parcel No: 22.30.20.439K
Loca 1424 Hwy 35/64 HOULTON, 15 08 ( o t o � )
�
1.) Alt BM Description LJ�/j� �! � //, / �//��
2.) Bldg sewer length = <2A r�,QJ �� p0,� a v ��� C 6 p 4 A 6441 44-6,
- amount of cover
Plan revision Required? Fs� Yes o
Use other side for additional information
Date Insepctor's S nature Cert. No.
SBD -6710 (R.3/97)
commerce.wi.goV Safety and Buildings Division County
201 W. Washington Ave., P.O. Box 7162 St. Croix
• I t i oepartmerd sco n s i n Madison, wI 53707 -7 I Sanitary Permit Number (to be fille in by Co.)
of Commerce _/
Sanitary Permit Application State Transaction Number
In accordance with s. Comm. 83.21(2), Wis, Adm. Code, submission of this form to the appropriate governmental Project Address (if different ffian mailing address)
unit is required prior to obtaining a sanitary permit. Note: Application forms for state -owned POWTS are 1424 Main Street
submitted to the Department of Commerce. Personal information you provide may be used for secondary Houlton, WI.
purp oses in accordance with the Privacy Law, s. 15,04 1 m , Slats.
I. Application Information — Please Print All Information
Property Owner's Name Parcel #
Brian Colombo 6 030 2027 - 80 - 000 i T Jam.
Property Owner's Mailing Address Property Location
1424 Main St. ST. CROIX COUNTY
PLANNING & ZONING OFFICE Govt. Lot 3
City, State Zip Code one Number '/4, '/4, Section 22
Houlton, WI. 54082 (651)336 -6544 (circle one)
T 30 N; R 20 E or W
II. ';pe of Building (check all that apply) Lot #
1 or 2 Family Dwelling — Number of Bedrooms 3 1 Subdivision Name
pd�� 3 g� Block # CSM
❑ Public /Commercial — Describe Use _ T Na ❑ City of
❑ State Owned — Describe Use CSM Number ❑ �Villa e of
Vol. 9, Pg. 2550 L�Town of _St. Joseph
III. Type of Permit: (Check only one box on line A. Complete line B if applicable)
A.
❑ New System R '— placement System ❑ Treatment/Holding Tank Replacement Only ❑ er Modification to Existing System (explain)
B. ❑ Permit Renewal ❑ Permit Revision ❑ Change of Plumber ❑ Permit Transfer to New List Previous Permit Number and ate Issued
Before Expiration Owner U`n
IV. T e of POWTS S stem /Com onent/Device: Check all that appl
Non - Pressurized In- Ground ❑ Pressurized In- Ground ❑ At -Grade ❑ Mound > 24 in. of suitable soil ❑ Mound < 24 in. of suitable soil
❑ Holding Tank ❑ Other Dispersal Component (ex pl in) ❑ Pretreatment Device (explain)
V. Dispersal/Treatment Area Information: -/ I f
Design Flow (gpd) Design Soil Application Rate(gpdsf) Dispersal Area Required (sf) Dispersal Area Proposed (sf) System Elevation
450 gpd 0.50 gpd/sq. ft. 900 sq. ft. 931.60 sq. ft. 97.00'
VI. Tank Info Capacity in Total # of Manufacturer
Gallons Gallons Units �- o
New Tanks Existing Tanks tu/ o y a Y y
Septic or Holding Tank 1,000 Na 1,000 1 Wieser Concrete
Dosing chamber N 00 1 Wieser Concrete
VII. Responsibility Statement- I, the under 'gned, ass a responsibility fo tlation of the POWTS shown on the attached plans.
Plumber's Name (Print) lamb s Si a MP/MPRS Number Business Phone Number
James K. Thompson _ MPRS 30021 (715) 248 -7767
Plumber's Address (Street, City, State, Zip Cod
340 Paulson Lake Lane, Osceola, WI 54020
VIII. unt /De artment Use Onl
Permit Fee Date Issued Iss ' tg A ignatur 4(
pproved 11 Disapproved C,l �]
El Owner Given Reason for Denial $ / / ✓ , 6 0 612010
IX. Co d�t on 9oval/Reasons for Disapproval roval -/
SY�TE�vI r�W (��: PP 3 Ldl�(/ - t, ►�. dlt S�
1 Septic tank, effluent filter and el `{�OLI�TS (
dispersal cell must all be serviced / maintained
as per management plan provided by plumber. s s � , ��. .4
2. All setback requirements must be maintained
( f ) -A v i L42AA -. - - ,
as per s for the system an submit to the Coun nl on pale f h6pts "W14inclies ijrsW `
Qw-h", 1/-a be.u.&ri4W'10 4 pua w et�G�n��i - iG 2 S�
2 L'e»vm. d'3 -3
SBD -6398 (R. 02/09) Valid thru 02/11
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ST. CROIX COUNTY
SEPTIC TANK MAINTENANCE AGREEMENT
AND
OWNERSHIP CERTIFICATION FORM
Owner/ g r �� L Gt/� C_..o /o.r l✓- o
Mailing Address / 5 � 2 rl �a i T1 S/)
Property Address S Q rip
(Verification required from Planning & Zoning Department for new construction.)
City /State h ")/ Parcel Identification Number y - - . o27 -8 p -C
- YU82
LEGAL DESCRIPTION
� �/4 ou /a erty Location 1 — 1 /a , Sec. .2 Z , T 2-8 N R 20 W, Town of Jo 3•e 1 0 4
Subdivision Lot #
Certified Survey Map # , Volume , Page # ,22 SO
Warranty Deed # , Volume , Page #
Spec house no Lot lines identifiable QLSJ >r—
SYSTEM MAINTENANCE AND OWNER CERTIFICATION
Improper use and maintenance of your septic system could result in its premature failure to handle wastes. Proper
maintenance consists of pumping out the septic tank every three years or sooner, if needed, by a licensed pumper. What you put into
the system can affect the function of the septic tank as a treatment stage in the waste disposal system. Owner maintenance
responsibilities are specified in §Comm. 83.52(1) and in Chapter 12 - St. Croix County Sanitary Ordinance.
The property owner agrees to submit to St. Croix County Planning & Zoning Department a certification form, signed by the
owner and by a master plumber, journeyman plumber, restricted plumber or a licensed pumper verifying that (1) the on -site
wastewater disposal system is in proper operating condition and/or (2) after inspection and pumping (if necessary), the septic tank is
less than 1/3 full of sludge.
Uwe, the undersigned have read the above requirements and agree to maintain the private sewage disposal system with the
standards set forth, herein, as set by the Department of Commerce and the Department of Natural Resources, State of Wisconsin.
Certification stating that your septic system has been maintained must be completed and returned to the St. Croix County Planning &
Zoning Department within 30 days of the three year expiration date.
Uwe certify hat all statements on this form are true to the best of m /our knowledge. Uwe am/are the owner(s) of the
Y m
/our
described above, by virtue of a warranty deed recorded in Register of Deeds Office.
Number of bedrooms
SIGNATURE OF APPLICANT(S) DATE
I
** *Any information that is misrepresented may result in the sanitary permit being revoked by the Planning & Zoning Department. * **
Include with this application a recorded warranty deed from the Register of Deeds Office and a copy of the certified survey map if
reference is made in the warranty deed.
(REV. 08/05)
Dose Conventional POWTS Management Plan
Pursuant to Comm 83.54, Wis. Adm. Code
General
The conventional septic system shall be operated in accordance with Comm 82 -84 Wis. Adm. Code, and shall be maintained
in accordance with component manual SBD- 10567 -P (R.6/99). All local and/or state rules pertaining to system maintenance
and maintenance reporting shall be complied with.
Septic Tank
The operating condition of the septic tank and outlet filter shall be assessed at least once every two years by inspection. The
septic tank contents shall be removed when the sludge and scum in the tank exceed 1/3 the liquid volume of the tank. The
contents of the septic tank shall be disposed of in accordance with NR 113, Wis. Adm. Code, by an individual certified to
service septic tanks under s. 281.48, Stats. If the contents of the tank are not removed at the time of a biannual assessment,
maintenance personnel shall advise the owner of when service will be needed to maintain less than 1/3 scum and sludge
accumulation in the tank. If the septic tank is fitted with an effluent filter, it shall be cleaned as necessary to ensure proper
operation. The filter cartridge should not be removed unless provisions are made to retain solids in the tank that may slough
off the filter when removed from its enclosure. If the filter is equipped with an alarm, the filter shall be serviced if the alarm
is activated. Septic tank manholes risers, access risers, and covers should be inspected for water tightness and soundness.
Access openings used for service and assessment shall be sealed watertight upon the completion of service. Any opening
deemed unsound, defective, or subject to failure must be replaced. Exposed access openings greater than 8 inches in
diameter shall be secured by an effective locking device to prevent accidental or unauthorized entry into the tank. No individual
should ever enter the septic tank as dangerous gases may be present that could cause death. Septic tank abandonment shall be
in accordance with Comm83.33, Wis. Adm. Code when the tank is no longer used as a POWTS component. The addition of
biological or chemical additives to enhance septic tank performance is generally not required. If such products are used they
shall be approved for septic tank use by the Department of Commerce, Safety and Buildings Division.
Pump Tank
The pump (dosing) tank shall be inspected at least once every two years. All switches, alarms, and pumps shall be tested to
verify proper operation. If an effluent filter is installed at the pump discharge, it shall be inspected and serviced as necessary.
Soil Absorption Cell
Trees or shrubs should not be planted directly on the soil absorption system. The area above and around the system should
be seeded and mulched as necessary to prevent erosion and provide some degree of frost protection. Traffic (other than for
vegetative maintenance) over the system is not recommended. Soil compaction may hinder aeration of the infiltrative surface
within the system and will promote frost penetration during cold weather months. Cold weather installations (October -
February) dictate that the system be heavily mulched for frost protection.
Influent quality into the system may not exceed 220mg/L BOD5, 150 MG/L TSS, and 30 mg/L FOG. Influent flow may not
exceed maximum design flow specified in the permit for the installation.
Observation pipes within the dispersal cell shall be checked for effluent ponding. Ponding levels shall be reported to the
owner. Levels above 4 inches indicate an impending hydraulic failure requiring additional, more frequent monitoring.
Contineencv 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. Excessive ponding within the dispersal cell will be eliminated by removing
biologically clogged adsorption and dispersal media and replacing said components as deemed necessary or by installing a
new soil absorption cell to bring the system into proper operating condition.
Questions on the operation or maintenance of the system should be directed to Jim Thompson at (715) 248 -7767 or your
County Zoning inspector.
7 - -
PAID
1 2152
Wisconsin Department of Commerce SOIL EVALUATION REPORT Page 1 of 3
Division of Safety and Buildings in accordance with Comm 85, Wis. Adm. Code A.C.E. Soil & Site Evaluations
Attach complete site plan on paper not less than 8'% x 11 inches in size. Plan must County St. Croix
include, but not limited to: vertical and horizontal reference point (BM), direction and
percent slope, scale or dimemsions, north arrow, and location and distance to nearest road. Parcel I.D.
030 - 2027 -80 -000
Please print all information. Revie %d By Date
Personal information you provide may used fc�fdly MEDcy Law, .15.04 (1) (m)).
Property Owner � -vi YY GGL Property Location
Brian D. Colombo Govt. Lot 3 1/4 1/4 S 22 T 30 N R 20 W
Property Owner's Mailing Address Lot # Block # Subd. Name or CSM#
1424 Main Street 1 CSM Vol. 9, Pg. 2550 ST CROIX C01 INTY
City Stat ftQ8ft(l ? J City _f Village &/ Town Nearest Road
Saint Joseph WI 1 54082 1 (651) 33 - St.Joseph Hwy 35/64 (Main St.)
New Construction Use: iel Residential / Number of bedrooms 3 Code derived design flow rate 450 GPD
Replacement I Public or commercial - Describe:
Parent material Glacial Outwash Flood plain elevation, if applicable na
General comments
and recommendations: Site suitable for conventional POWTS at 0.5 gpd loading rate. Pressure distribution recommended due
to % coarse fragments. Recommended infiltrative surface elev. = 97.00'.
Boring # J Boring
0 Pit Ground Surface elev. 99.96 ft. Depth to limiting factor >106 in. Soil Application Rate
Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots GPD/ftt
in. Munsell Qu. Sz. Cont. Color Gr. Sz. Sh. *Eff#1 I *Eff#2
1 0 - 10yr3/3 none sil 2fsbk mvfr cs 2f 0.6 0.8
2 4 -29 10yr4/4 none Ifs 1 fsbk mvfr cs 2fm,1 c 0.5 1.0
3 29 -55 7.5yr4/6 none gr Is 0 sg ml gw 1fm 0.5 1.0
4 55 -106 7.5yr4/4 none gr Is 0 sg ml - if 0.5 1.0
Horizons #3 & 4 contain approx. 50% coarse fragements and display a high clay content with clay skins evident as coatings on sand grains. Loading
rate reduced to reflect decreased permiability of horizons due to clay content.
Boring # I Boring
16 Pit Ground Surface elev. 101.09 ft. Depth to limiting factor >110 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 -6 10yr3/3 none sil 2fsbk mvfr cs 2f,lm 0.6 0.8
2 6 -22 10yr4/4 none Ifs 1 fsbk mvfr cs 2fm,1 c 0.5 1.0
3 22 -37 7.5yr4/6 none gr Is 0 sg ml gw 1fm 0.5 1.0
4 37 -110 7.5yr4/4 none gr Is 0 sg ml - lfm 0.5 1.0
Horizons #3 & 4 contain approx. 50% coar fragements nd display a high clay content with clay skins evident as coatings on sand grains. Loading
rate y6duced to reflect Pecreased permiability of horizons due to clay content.
* Effluent #1 = BOD 30 < 220 mg /L a d TSS >30 < 1 mg /L * Effluent #2 = BOD <30 mg /L and TSS < 30 mg /L
CST Name (Please Print) Signatu : CST Number
James K. Thompson 3602
Address A.C.E. Soil & Site Evaluations Date Evaluation Conducted Telephone Number
340 Paulson Lake Lane, Os ola, WI 54020 12/10/2008 715 248 - 7767
Property Owner Brian D. Colombo Parcel ID # 030 - 2027 -80 -000 Page 2 of 3
❑ $ Boring # Boring
1� Pit Ground Surface elev. 102.16 ft. Depth to limiting factor > 126" in. Soil Application Rate
Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots GP
in. Munsell Qu. Sz. Cont. Color Gr. Sz. Sh. *Eff#1 *Eff#2
1 0 -7 10yr3/3 none sil 2fsbk mvfr cs 2f,1 m 0.6 0.8
2 7 -27 10yr4/4 none Ifs 1fsbk mvfr cs 2fm,1c 0.5 1.0
3 27 -53 7.5yr4/6 none gr Is 0 sg ml gw 1fm 0.5 1.0
4 53 -126 7.5yr4/4 none gr Is 0 sg ml - lfm 0.5 1.0
Horizons #3 & 4 contain approx. 50% coarse fragements and display a high clay content with clay skins evident as coatings on sand grains. Loading
rate reduced to reflect decreased permiability of horizons due to clay content.
F-1 Boring # I Boring
J Pit Ground Surface elev. ft. Depth to limiting factor in. Soil Application Rate
Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots GP
in. Munsell Qu. Sz. Cont. Color Gr. Sz. Sh. *Eff#1 *Eff#2
F-1 B oring # I Boring
J Pit Ground Surface elev. ft. Depth to limiting factor in. Soil Application Rate
Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots GP
in. Munsell Qu. Sz, Cont. Color Gr. Sz. Sh. *Eff#1 *Eff#2
i
* Effluent #1 = BOO 5 > 30 < 220 mg /L and TSS >30 < 150 mg /L * Effluent #2 = BOD < 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 (8.07/00) A.C.E. Soil & Site Evaluations
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Colombo Dose Conventional Pump Chamber Calculations
1. Force Main:
Diameter 2"
Length 140'
Flow rate 40.00 gal. /min.±
Friction loss 5.75'
(140')(3.30ft./100ft.) = 4.62 ft.
2. Total dynamic head: 20.71'
Min. supply pressure 0.00'
Vertical lift 15.59'
Friction loss 4.62'
Filter loss(Sym/Tech STF 100) 0.50'
3. Pump selection:
Manufacturer: Zoeller
Model number: BN 152
Pump will discharge approx. 41.0 gpm @ 18.75' TDH (4.59' /second)
4. Dose chamber: Wieser W 1000 /650MR ST/PC - 38.00" (a_. 17.00 gal. /inch (646.00 gal. actual)
Sizing:
A) One day holding capacity: 18.00" = 306.00 gal.
B) Alarm setting: 2.00" = 34.00 gal.
C) Dose volume: 6.00" = 102.00 gal. (450gal.)(20 %) + (.164)(140') = 92.30 gal. Max. Dose
D) Reserve storage: 12.00" = 204.00 gal.
TOTAL 38.00" = 646.00 eal.
5. Fluid Flow Calculations: V= (.408)(4lgpm) = 4.18 ft/sec.
22
Velocity in forcemain must be 2 to 10 ft/set
Dose Tank Information Locking cover with warning
label and locking device and
sealed watertight
Electrical as per NEC 300 and -♦ 1 �
Comm 16.28 WAC Disconnect 4 in. min.
Tank component is properly vented E- Alternate outlet
location
Forcemain diameter
Wieser WLP1000 /650 Manufacturer �_ 2 in.
Cap acity 646.00 Gallons
Volume 17.00 gal /inch A
Weep hole or anti -
Dimension Inches Gallons B siphon device
A 18.00 305.93
B 2.00 34.00 C P ump off elevation (ft)
C 6.00 102.07 82.41
D 12.00 204.00 D
Total 38.001 646.00 iF-- Dunk elevation (ft)
Y Bedding under tank. 81.41
Alarm Manuafacturer JJH Rhombus
Alarm Model Number I S 1011421
Pump Manufacturer jZoeller -�
Pump Model Number I BN152
i
Dose Tank Information Locking cover with warning
label and locking device and
sealed watertight
Electrical as per NEC 300 and
Comm 16.28 WAC 4 in. min.
Disconnect �_
Tank component is properly vented �- Alternate outlet
location
Forcemain diameter
Wieser W1000/60OMF Manufacturer _t 2 in.
Capacityl 608.04 Gallons
Volume 16.89 gal /inch A
Weep hole or anti -
Dimension Inches Gallons B siphon device
A 18.00 304.02
B 2.00 33.78 C P ump off elevation (ft)
C 5.00 84.45 85.42
D 11.00 185.79 D
Total 36.001 608.04
Dose tank elevation (ft)
3" Bedding under tank. 84.50
Alarm Manuafacturer 1JH Rhombus
Alarm Model Number JSJE 1011421
Pump Manufacturer lZoeller
Pump Model Number I BN152
Pump Chamber Calculations
1. Force Main:
Diameter: 2" t Z p
Length: 140'
Flow rate: 45.0 gal. /min.
Friction loss: 5.75' (140' forcemain)(4.1 lft. /100ft.)
2. Total dynamic head: 18.75'
Min. supply pressure: 0.00'
Vertical lift: 12.50' ���
Forcemain friction loss: 5.75'
Effluent filter friction loss: 0.50'
(Sim/Tech STF 100A)
3. Pump selection:
Manufacturer: Zoeller
Model number: BN 152
Pump will discharge approx. 45.0 gpm @ 18.75' TD (4.59 ft. /second)
4. Dose chamber: Wieser WLP 1000 /600MR Super Screen - 36.00" P_ 16.89 gal. /inch ( 608.04 gal. actual)
Sizing:
A) One day holding capacity: 18.00" = 304.02 gal.
B) Alarm setting: 2.00" = 33.78 gal.
C) Dose volume: 5.00" = 84.45 gal. (600ga1.)(20 %) + (,164)(140') = 142.96 max. dose
D) Reserve storage: 11.00" 11.00" 185.79 gal.
TOTAL 36.00" 36.00" 608.04Za1.
N
PUMP PERFORMANCE CURVE
MODEL 15111521153 TOTAL DYNAMIC HEAD /FLOW
PER MINUTE
14 45 153 EFFLUENT AND DEWATERING
12 MODEL 151 152 153
35-
fo 152 Feel Meters Gal. Uters Gal. Ulan Gel. Ulan
30 5 1.5 50 189 69 261 77 291
3 10 3.0 45 170 81 231 70 285
I • "J� c B 25 151 15 4.6 38 144 1 53 201 61 231
i 20 6.1 29 110 1 44 197 52 197
25 7.6 19 81 34 129 42 159
15
30 9.1 - 23 1 87 33 125
4 36 10.7 22 85
10 40 12.2 - 11 42
2
Shut -0ff Head: 30 t (9.1m) 38 R (11.&n) 441E (13.4m)
5
014506B
0
10 20 30 40 Bp
GWGALLONS 50 C/
LrtFRS 40 BO
Iii) 1 3
FLOW MR MINUTE 0145M Model 151 Models 1521153
CONSULT FACTORY FOR
SPECIAL APPLICATIONS 67732 6114
47/8 4518 327rd2 45A
• Tuned dosing panels available.
• Electrical altematDrs, for duplex systems, are available and
Supplied With an alarm. 3718 32
• Variable level control switches are available for controlling ® 4 3 �„�
single phase systems. 37A
• Double piggyback variable level float switches are available
for variable level long and short cycle controls.
• Sealed C1wik -Box available for outdoor installations. See
FM1420.
• Over 130'F. 54'C.
( ) special quotation required.
1511152/153 Series 1111716 12,18 '
15111521153 MODE Control Selection
Modal Volts -Ph Mode Amps 8lmplex Duplex l s 1/8
N151 115 1 Non 6.0 1 2 or 3 436
&it 51 115 1 Auto 6.0 Included 2 or 3 L
El 51 230 1 Non 3.2 1 2 or 3
BE151 230 1 Auto 3.2 Included 2 or 3 SK2444 SK2064
N152 115 1 Non 8.5 1 2 or 3
BN152 115 1 1 Auto 8.5 Included 2 or 3
El 52 230 1 1 Non 4.3 1 Tor 3
§E152 230 1 Auto 4.3 Included 2 or 3
N153 115 1 Non 10.5 1 2 or 3
BN153 115 1 Auto 10.5 Included 2 or 3
Et 53 230 1 Nan 5.3 1 2or3 SELECTION GUIDE
SE153 30 1 Auto 5.3 Included 2 or 3
1. Single piggyback variable level float switch or double piggyback variable level float
O CAUTION switch. Refer to FM0477.
All installation of controls, protection devices and wiring should be done by a qualified 2. See FM0712for correct model of Electrical Alternator E-Pak.
licensed electrician. All electrical and safety codes should be followed including the most
recent National Electric Code (NEC) and the Occupational Safety and Health Act (OSHA). 3. Variable level control9wltch 10-0225 used as a control activator specify duplex (3)
or (4) float system.
RESERVE POWERED DESIGN
For unusual conditions a reserve safety factor is engineered into the design of every Zoeller pump.
MAIL TO P.O. BOX 16347
k Loukvi942 To: 3849 C Run Manufacturers of..
Loutsvl9e, ICY 40211 -1991
httplAlvww.zoelle> com Ahff !O. (` ) n &2731.1(800) 928 PUMP Q!!dL/TY ?uNF6 S� /999"
FAX (502) 774.3624
® Copyright 2004 Zoeller Co. All rights reserved.
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—' rn WIESER CONCRETE 2815 RILEY ROAD PORTAGE, W 539D7 GATE: 11 10 04 REV. DATE:
800- 362 -7220 FlLE: se tle tanks state drowin s new 160Dc trip
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FILED .
OCT 07 ?992► I
JAMES O'CONNELL
Z ftWer ct Oceds
SL Cft CO., w► p
489591
N �
CEP T I F ED SUP VE Y MA P
Located in parts of Government Lots 3 and 4 of Section 22, T30N,
R20W, Town of St. Joseph, St. Croix County, Wisconsin.
LEGEND
St. Croix County Section corner.
O 1"X24" Iron pipe weighing 1.68 lbs "� `Lp J p Q ` `P 6� ao 0 +
a
per lin, ft, set.
1" Iron pipe found'
�W 3/4" Iron rod found. 1 0 2 �o- ph
1 `S •�!i � P�
ovo Bluff line. to PGC
l 1 a
� ! o t
�hed �I
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.z„ F 18I �
CU � ° I
, 993 Sq. Ft. �?
..Y111,I.... 11 rcrl,, ( .155 A c .) ,� I
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• ' • r 6�Q25S
VIA ,1(1ll0PpGE 3 0 REGISTER OF DEEDS
ST- CROIX CO., WI
RECE'_VED FOR RECORD
03 -12 -2001 11:00 AM
Recording Requested by & l/t� QUIT CLAIM DEED
When Recorded Return To: EXEMPT N 8
US Recordings, Inc. CERT COPY FEE:
COPY F__.
2925 Country Drive Ste 201 TRANSFER FEE:
St. Paul, MN 55117 FECGRDIRO FEE: 12.00
PAGES: • , 2
�i✓U' O
QUIT CLAIM DEED
Individual(s) to Individual(s)
c� b9 aS I
STATE DEED TAX DUE HEREON: $0.00
Date: February 13, 2001
FOR VALUABLE CONSIDERATION, Corrinne J. Colombo Reed, a single person,Grantor(s), hereby convey(s)
and quitclaim(s) to Brian D. Colombo, Grantee(s), real property in St. Croix County, Minnesota, described as
follows:
See Attached Exhibit A
Together with all hereditaments and appurtenances belon g thereto.
Corrinne J. Colombo Ree
STATE OF MINNESOTA )
ss.
COUNTY OF Washington )
The foregoing instrument was acknowledged before me this 13th day of February, 2001, by Corrinne J. Colombo
Reed, Grantee(s). -\
4
Signature of Person Taking Acknowledgement NOTARIAL STAMP OR SEAL:
r.y31A E. RUBERTO
i
Notary Public Minnesota
v^lashington County
Exor11S Jar; 31, 2005
This instrument was Drafted by:
Tax statements for the real property described in this
Realstar Title, LLC instrument should be sent to:
1260 Yankee Doodle Rd #103
Eagan an MN 55121
Brian Colombo
1424 Main Street
Holton, WI 54082
V01_ 1600PAGE 31
EXHIBIT A
Part of Government Lots 3 and 4 of Section 22, Township 30 North, Range 20 West, Town of St.
Joseph, described as follows: Lot 1 of Certified Survey Map recorded October 7, 1992 in
Volume 9 on page 2550 as Document No. 489591. Also part of Lot 2 of Certified Survey Map
recorded October 7, 1992 in Volume 9 on page 2550 as Document No. 489591 described as
follows: Commencing at the Southeast corner of Lot 1 of said Certified Survey Map; thence
North 88 degrees, 57 minutes, 30 seconds West, 87.50 feet along the South line of said Lot 1 to
the point of beginning; thence South 45 degrees, 45 minutes 06 seconds East, 58.43 feet; thence
North 88 degrees, 57 minutes, 30 seconds West, 89.39 feet; thence North 79 degrees, 29 minutes,
27 seconds West, 94.40 feet; thence North 02 degrees, 13 minutes, 37 seconds West, 24.51 feet
to the South line of Lot 1; thence South 88 degrees, 57 minutes, 30 seconds East, 141.30 feet
along said South line to the point of beginning, St. Croix County, Wisconsin.
Together with a non - exclusive interest in the road easements described in Deed to Morton
Berland and Shirley E. Berland dated November 21, 1952, recorded February 6, 1953 in Volume
303, Page 395 in the office of the Register of Deeds, St. Croix County, Wisconsin, which Deed
was corrected between the same parties dated March 23, 1954, recorded March 29, 1954 in
Volume 320, Page 6 in the office of the Register of Deeds in and for said St. Croix County and
also together with an easement for roadway purposes over a strip of land 60 feet wide, said strip
being a Southeasterly extension of an easement along the Easterly 60 feet of the parcel, and
extending Southeasterly to the point of intersection with a line bearing North 89 degrees, 57
minutes West, and beginning 150 feet South of the South line of Government Lot 3 on the West
right -of -way line of S.T.R. 35; also together with an easement for road purposes over the
following: A strip of land 33 feet in width lying immediately adjacent to and North of a line
bearing North 89 degrees, 57 minutes West, and beginning at a point on the West right -of -way
line of S.T.R. 35, 150 feet South of said South line of Government Lot 3, and running westward
406.5 feet and there terminating, St. Croix County, Wisconsin
I
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UOG928124 - 02
OUST CLAIM DEED
REF* 26578
US P.—db,ga
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1
Soil Absorption System Cross Section
99. Bs'
/OZ.QO "ft
4" Schedule 40 Final Grade
PVC Vent Pipe
With Vent Cap B ft
Leaching
Chamber (7i DO ft
♦— System Elevation
x.83 ft O ft
i
Soil Absorption System Plan View
ft
1 .83 ft {
Y.0 ft Leaching Trench 1
Vent Or Observation Pipe Chambers
4" Dia.
Trench 2 Header
Leaching Chamber Specifications
M a n u fa c t u re r A n d Model 2W 4-IZI - 42ur " ' Ot, - C. `/6 t2 4C61 - 0 /
EISA Rating Z0.0 sq ft per chamber Soil Application Rate 0. SO gpolsq ft
iSV• 0 gpd Design Flow T 0.5 Soil Application Rate + ,zy. 0 EISA = Chambers
2 rows of 43 chambers each.
Page of
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