HomeMy WebLinkAbout034-1053-50-100 S T CRUX COU
I
PLANNING & ZONING
November 27, 2007
Mike Timm
873325 1h Street
Glenwood City, WI 54013
Code Administration RE: Amended letter date incorrectly dated November 6 2007
715- 386 -4680 Mound Toe Reshaping, Town of Springfield
Land Information
Parcel #034 - 1053 -50 -100 (Computer# 24.29.15.372A)
�
Planning
715- 386 -4674
Dear Mr. Timm:
Real Property
715 -386 -4677 On Monday November 5, 2007 1 conducted an inspection of your mound system to
determine if the mound met the minimum setback to a property line. It was
Recycling determined that the distribution cell meets the 5 foot setback to the west p ropert y
715 -3$6 -4675 p p y
line however the west mound toe extends across the property line.
This does not require the mound to be moved but will require reshaping of the west
mound toe to terminate at the property line. This will require permission from the
adjacent property owner (Larson) to complete. If reshaping is completed yet this fall
it would be a good idea to cover the disturbed area with straw to prevent any
potential freezing. Seeding as soon as possible will also help ensure new growth in
the spring.
The reshaping must be completed by June 1, 2008 Please be advised that fines
and /or forfeitures of not less than $100.00 and more than $500.00 per day everyday
the violation exists will be assessed if reshaping has not been completed by the
above stated deadline. If you have any additional questions feel free to contact me
at 715- 386 -4680.
Sincere
Ryan Yarrin ton
Zoning Technician
CC: John and Leslie Larson, 1415 Broadway #16 Hammond, WI 54015
File
ST CROIX COUNTY GOVERNMENT CENTER
1 101 CARMICHAEL ROAD. HUDSON, W1 54016 715- 386 -4686 FAX
o CRD�X COU
4
P Y N `LII & ZON N G
November 6, 2007
Mike Timm
873325 1h Street
Glenwood City, WI 54013
Code Administration RE: Mound Toe Reshaping, Town of Springfield
715- 386 -4680 Parcel #034 - 1053 -50 -100 (Computer# 24.29.15.372A)
Land Information
Planning
715 - 386 -4674 Dear Mr. Timm:
Real Property On Monday November 5, 2007 1 conducted an inspection of your mound system to
715 -386 -4677 determine if the mound met the minimum setback to a property line. It was
determined that the distribution cell meets the 5 foot setback to the west property
Recycling
715- 386 -4675 line however the west mound toe extends across the property line.
This does not require the mound to be moved but will require reshaping of the west
mound toe to terminate at the property line. This will require permission from the
adjacent property owner (Larson) to complete. If reshaping is completed yet this fall
it would be a good idea to cover the disturbed area with straw to prevent any
potential freezing. Seeding as soon as possible will also help ensure new growth in
the spring.
The reshaping must be completed by June 1, 2008 Please be advised that fines
and /or forfeitures of not less than $100.00 and more than $500.00 per day everyday
the violation exists will be assessed if reshaping has not been completed by the
above stated deadline. If you have any additional questions feel free to contact me
at 715- 386 -4680.
Sincerely,
Ryan Yarrington
Zoning Technician
CC: John and Leslie Larson, 1415 Broadway #16 Hammond, WI 54015
File
ST. CROIX COUNTY GOVERNMENT CENTER
1 10 1 CARMICHAEL ROAD. HUDSON. W1 54016 715 - 386 - 4686 F4,t
ST CRD�x cOUN
PLANNING & ZONING
November 6, 2007
Mike Timm
873325 th Street
Glenwood City, WI 54013
Code Administration RE: Mound to Property Line Setback, Town of Springfield
715 - 386 -4680 Parcel #034- 1053 -50 -100 (Computer# 24.29.15.372A)
Land Information v
Planning
715- 386 -4674 Dear Mr. Timm:
Real Property On Monday November 5, 2007 you contacted the St. Croix County Zoning
715- 386 -4677 Department with a concern that your mound may not meet the minimum setback to
Recycling a property line due to a recent survey of an adjacent parcel.
715- 386 -4675
As required by the Wisconsin Department of Commerce under Comm. 83.43.8(4)(1)
mound systems shall be located so as to provide the minimum horizontal setback
distances as outlined in Table 83.43 -1. The setback from a property line to a
Private Onsite Wastewater Treatment System (POWTS) is 5 feet. This setback is
measured from the end slope edge of the distribution cell, not the toe of the slope
(Wisconsin Department of Commerce Mound Component Manual Version 2.0,
2001).
On Monday November 5, 2007 1 verified that your mound meets the above
mentioned setback. After the distribution pipe was exposed a measurement of 6
feet was determined to the west property line. If you have any additional questions
feel free to contact me at 715 - 386 -4680.
Sincerely,
Ryan Yarrin ton
Zoning Technician
CC: File
ST. CROIX COUNTY GOVERNMENT CENTER
1 10 1 CARMICHAEL ROAD. HUDSON. W1 54016 715 386 - 4686 FAX
i
wiisconsin Department of Commerce PRIVATE SEWAGE SYSTEM co .
S a f e t y and B Division 1 INSPECTION REPORT •Croix
GENERAL INFORMATION (ATTACH TO PERMIT) Sa 38 nitary 4257
PermitNo.:
Personal infomnatkxl you provice my be used for secondary purposes (Privacy Law. s.15.04 (1)(m)).
P rmi der's Name: ❑City ❑Village Town o : 7C43 _Z? _ 3 ) a Plan ID No.:
T m l e pringfleld Township
CST BM Elev.: insp. BM Elev.; BM Description: rcel Tax N .:
CU,D I �eu ,Z
_ CSI- -%& 034- 1053 -50 -100
TANK INFORMATION ELEVATION DATA
TYPE MANUFACTURER CAPACITY E TATION BS HI FS ELEV.
Septic p�pp��ppp chmark 1 ( --2)S , (o�j_ j)U .6
Dosing �f l:t�'� 1v It. BM -$O �o3.3S
� Aeration
81dg.Sewer
Hold St/ Ht inlet
TANK SETBACK INFORMATION St/ Ht Outlet
TANKTO P/L WELL BLDG. Air i to ntake ROAD I Dt Inlet
Air
Septic } >% > i 1 9 " NA Dt • 3 4S S�
Dosing k `+ - ll.` NA Header / Man. ( 2 I 18-(-Z . (• r
AeM tion
NA Dist. Pipe qs -(00 I
g Bot. System
,10
P/ SIPHON INFORMATION Final Grade
Aix nufadurer Demand S over
a
•'~ Mode umber GPM
O TDH Lift, -0 Friction, System�� TDH 15!`FFt
Loss 7 -
Forcemain Length 5V Dia. NN rr Dist. TO well t
SOIL ABSORPTION SYSTEM 1 • `t
BED /TRENCH Wilt Le th t No .Of PIT No. Of Pits In ' ia. uid Depth
1 EN I N D IM N Manu acturec
SYSTEM TO P / L BLDG WELL LAKE / STREAM LEA 1
SETBACK CHA Moe Number:
INFORMATION Type Of , �t �0/ �� OR NIT
System:
DISTRIBUTION SYSTEM 4 'O �'" '� "� ° 1 �*�✓
Hader Mani gld f� Distribution Pipes r // x Hol Size x Hole Spacing Vent To Air Intake
Z � 1a. ll Spacing . I II th Z.' Dia. � length
SOIL COVER x Pressu S ystems ems Onl xx Mound Or At -Grade Systems Only
Depth Over Depth Over xx Depth Of xx Seeded / S odded xx Mulched
Bed /Trench Center Bed /Trench Edges
Topsoil ❑ Yes ❑ No ❑ Yes C3 No
COMMENTS: (Include code discrepancies, ) ection #1: / /�( Inspection #2: � ' — '
persons present,
/ 67 PC.-14(1) ,�
Location: 873 325th Street, Glenwood City, WI 54013 (SE 1/4 NE 1/4 24 T29N R ) - 242 15372A
., 9 n
1.) Alt BM Description = C&j(r . �� a� �IZ -+
2.) Bldg sewer length = ail ;;i- amount of cover 3 + - o , r\ CA""%ce ' � ,,,� 8.1' * - 1 `(� J 3. contour = 't4•�S A-(110 � �i't�:
�
�� ��� �- ,
5) Plan revision required? ❑ Yes (� No
other ® t or ail itional inf rmatl IDS- ° llll�l���111��������
QQ! Cert No
m09( a Date inspector's
130-6710 (R.3197)
r
�319 9f3 0,57
Sanitary Permit Application Safety & Buildings Division
In accord with Comm 83.21, Wis. Adm. Code 201 W. Washington Ave.
See reverse side for instructions for completing this application PO Box 7302
Nvir sconsin Personal information you provide may be used for second purposes Madison, WI 53707 -7302
Department of Commerce ( Submit completed form to [Privacy Law, s. 15.04(1)(m)] � p � ( Sbi p count if not
state owned.)
Attach complete plans (to the county copy only) for the system, on - not less than 8 -1/2 x 11 inches in size.
Court State Sanitary Permit Number ❑ Check i o _ �rio}tis application State Plan I. D. Number
I. Application Information - Please Print all Information `! Location:
Property Owner Name EQ7 E j'1 Property L ocation
M \ I__ SC I N & 1/4, Say T ,N, R W
Property Owner's Mailing Address n 3 ,r — Lot Number Block Number
l il b @/yam '. �.��.. ` I t"'
ST CgpfX
Ci , State Zip Code ne I Y X,7 Subdivision Name or CSM Number
II. Type of Buildin (check one) ✓� P ,, l .,<•>' ❑-
�Q 1 or 2 Family Dwelling -No. of Bedrooms : �'� ' ❑'
❑Public /Commercial (describe use):_
I `�` = ` P( • jlq Town of
❑ Stat Owned Y .
Nearest ad
N (Z ►r r / S Parcel
p Tax Number(s)
III. Type of Permit: (Check only one box on line A. Check box on line B if applicable) - 1 053 - SO — / 0 0
A) 1. New 2. ❑ Replacement 3. ❑ Replacement of 4. 5. 6. ❑ Addition to
System System T ank Only �. /5--32PA Existing System
B)
Q Permit Number Date Issued
A Sanitary Permit was previously issued
IV. Type of POWT System: (Check all that apply)
❑ Non - pressurized In ground Mound ❑ Sand Filter ❑ Constructed Wetland
❑ Pressurized In- ground ❑ Holding Tank ❑ Single Pass ❑ Drip Line
❑ At - grade ❑ Aerobic Treatment Unit ❑ Recirculating ❑ Other:
V. Dispersal/Treatment Area Information:
1. Design Flow (gpd) 2. Dispersal Area 3. Dispersal Area 4. Soil Application 5. Percolation Rate 6. System Elevation 7. Final Grade
Required Proposed Rate (Gals. /day /sq. ft.) (Min. /inch) Elevation
�D q15 10 q C) .0 1y 1 3 %'9.8
VII. Tank Capacity in Total # of Manufacturer Prefab Site Steel Fiber- Plastic
Information Gallons Gallons Tanks Con- Con- glass
New Existing crete structed
Tanks Tanks
C/ 1 R XZ / ❑ ❑ ❑ ❑
w
VIII. Responsibility Statement
I, the undersigned, assume responsibiliV f9N installatio f the POWT s own on the attached plans.
bet's Name (print) le Signature ( o MP/MPRS No. Business Phone Number
G�o 1 a -��-�g rte-- 08
Plu bet's Address (Street, City, State, I ip Co
C � 1 E>
IX. CountyiDepartment Use O ly
❑ Disapproved Sanitary Permit Fee (Includes Groundwater Date Issued s ' g Agent Sign re (No stamps)
Approved ❑ Owner Given Initial Adverse Surch ge Fee) 0000 V
Determination 3 2S. S
X. Conditions of Approval /Reasons for Disapproval
rill se,� r�.a,t�. -� °" P � ' . ''� ��.Q>✓QQ -. c eo,Qe s�
_X Ls
SBD -6398 (R. 07/00)
.......... ........ .. . .... ........... - ....... ........ ............. .. .....- ......_.......
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C-
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I i I ! { I i ! i � ! i �i� -
Clarence Glotfelty
F Systems & Services
N4955 Sunny Hill Road
Weyerhaeuser, 17 V1 54895
e .
r, P, Q'S' 3.
Safety and Buildings
1 401 PILOT CT STE C
WAUKESHA WI 53188 -2439
TDD #: (608) 264 -8777
isconstn www.commerce.statemi.us/sb
Department of Commerce www.wisconsin.gov
Scott McCallum, Governor
Brenda J. Blanchard, Secretary
June 05, 2001
CUST ID No.220728 ATTN: POWTS Inspector
CLARENCE L GLOTFELTY ZONING OFFICE
ENVIRO -TECH SYSTEMS & SERVICE ST CROIX COUNTY SPIA
N4955 SUNNY HILL RD 1101 CARMICHAEL RD
WEYERHAEUSER WI 54895 HUDSON WI 54016
CONDITIONAL APPROVAL
PLAN APPROVAL EXPIRES: 06/05/2003 Identificat rs
Transaction ID N . 643283
SITE: Site ID No. 63 0079
MIKE TIMM Please refer to both identification numbers,
ST CROIX COUNTY, TOWN OF SPRINGFIELD above, in all correspondence with the agency.
325TH ST, SPRINGFIELD 54013
FOR:
OBJECT TYPE: POWT SYSTEM REGULATED OBJECT ID NO.: 793398
DISCRIPTION: 450 GALLONS PER DAY MOUND SYSTEM.
The submittal described above has been reviewed for conformance with applicable Wisconsin Administrative Codes
and Wisconsin Statutes. The submittal has been CONDITIONALLY APPROVED. The owner, as defined in
chapter 101.01(10), Wisconsin Statutes, is responsible for compliance with all code requirements.
The following conditions shall be met during construction or installation and prior to occupancy or use:
• This system is to be constructed and located in accordance with the enclosed approved plans and with the
"Mound Component Manual for Septic Tank Effluent for Private Onsite Waste Treatment Systems" SBD-
10572-P (R.6/99) and the 'Pressure Distribution Component Manual for Private Onsite Wastewater Treatment
Systems" SBD- 10573 -P (R.6/99).
• 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
mound component manual are complied with. A copy of this information must be given to the owner upon
completion of the project.
• Maintenance information must be given to the owner of the tank explaining that periodic cleanin g of the filter is
required. Access to the filter for cleaning must be provided per Comm 84 product approval conditions.
• A Sanitary Permit must be obtained from the county where this project is located in accordance with the
requirements of Sec. 145.135 and 145.19, Wis. Stats.
• Inspection of the private sewage system installation is required. Arrangements for inspe 1) e with
the designated county official in accordance with the provisions of Sec. 145.20(2)(d�W'
A copy of the approved plans, specifications and this letter shall be on -site during consc and open to
inspection by authorized representatives of the Department, which may include local i e� All permits
P Y p P
required by the state or the local municipality shall be obtained prior to commencement of
construction /installation/operation.
.AAA
I
CLARENCE L GLOTFELTY Page 2 6/5/01
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.
Sin ely, FEE REQUIRED $ 350.00
j 6/r Make checks payable to
t 5" Z73C COMMERCE.
THOMAS J PERKINS WSMART code: 7633
POWTS PLAN REVIEWER, INTEGRATED SERVICES
(262) 521 -5064, FAX: (262) 537 -3623 , 7:30 -4:00
TPERKINS @COMMERCE. STATE. WI. US
C/O CLARENCE GLOTFELTY ENVIRO TECH SYSTEMS & SERVICES
I
I
MOUND SYSTEM DESIGN
Residential Application
INDEX AND TITLE SHEET
Project L r M M G �0 1,
Owner 1 k I I yYl r
Address I (Q I A ve ,
- y -
Legal Description % fVL; ��, a y 7�0 6?1 -5 LJ
Township County
Subdivision Name Lot No. .
Parcel ID Number 03y /V.53 — >Q — 000
Plan Transaction Number
Index and title sheet Page 1
Mound calculations Page 2
Mound drawings Page 3
Pres. dist. calcs. and laterals Page 4
TDH and pump tank drawing Page 5
Pump specifications Page 6
Site plan Page 7
Turn -up detail Page 8
Management plan Page 9
Designer - ClarenW Glotfeltv License Number 220728
Signature A jAAA A Phone No. (715) 868 -5831
Date
co
Page 1 of t or t
ticF
f
MOUND SYSTEM DESIGN
Complete red boxes as necessary. 750 gpd maximum design flow.
Residential or commercial? (r or c)
Slope
Design flow rate gpd
Depth to limiting factor in
In situ soil infiltration rate j gpd 1 Z „
Contour line elevation 'j 3 ft
Use standard fill depths? OR Design depth? in
Place X in box to use standard depths (24 and A +4 inclusive) OR specify design fill depth.
Orifice density Orifices per ft ( Z,
Center or end manifold (c or e) Orifice diameter r i 0.12 0.156.0.188, 0.219, 0.25,
Lateral spacing ft Use 0 lateral spacing for trenches. 0.281. or 0.313 inch only.
Estimated orifice space Z ft Not a final calculation.
Number of laterals Pump tank elevation ft Outside bottom of tank.
Forcemain length ft Forcemain diameter
,0 In 1.5, 2, 3 or 4 inch only.
:;n Actual I.D.
DIAMETER CONVERSIONS
SYSTEM SOLUTIONS 118 = 0.125 1/4 = 0.250
5/32 = 0.156 9/32 = 0.281
Design flow rate y5d gp d 3/16 = 0.188 5/16 = 0.313
7/32 = 0.219
Absorption cell
Application rate & area 1,0 gpd /fe y 0 ft'
Linear loading rate (LLR) y„g gpd /ft
Design width (A) 05 ft
Cell length (B) O I f ft
Depth of cell (F) in
Sand filter
Upsiope fill depth (D) in
Downslope fill depth (E) , l in
Basal area required (gpd /infiltration rate) 0 0 ft
Supporting components �(
Topsoil depth g3. in
Subsoil depth at center in
Subsoil depth at cell wall fn
End slope toe length (K)
Up slope toe length (J) -
Down slope toe length (I) ft Basal adjustment made.
Total mound length (L) g L ft
Total mound width (W) ft
Project:
Transaction Number: Page�—Pf /
MOUND PLAN VIEW
observation pipes (typical)
T A 1/68
A = y., 5l ft
2 ft :::;::: Q :::::::::::::::::::::::::::::: ::::::::::::::::::Cj: A B = ft
i ::... --� J = j ft
W T B I= 1 ft
K K =
1/6B = , ft
n ft
typ. obs. pipe
(anchored securely)
I = down slope dimension = absorption cell (AxB)
J = up slope dimension = plowed area (LxW)
K = end slope dimension LL 6"
MOUND CROSS SECTION
D= I in
lateral
topsoil C H subsoil cap E = I �*
�
invert LlL1 ft_ F = 1 q. in
elev. F G = 6.0 in
D ASTM C33 H = 12.0 in
Sand Fill E
Sys. , 3' ft �
elev. ft contour
18 Rio ----�
slope
D = upslope fill depth plowed layer
E = downslope fill depth Note: Absorption cell media will consist
F = absorption cell depth of aggregate and pipe with laterals
G = subsoil + topsoil depth at cell wall centered across Ax6 media. The cell
H = subsoil + topsoil depth at cell center media is covered with geotextile fabric.
Designer notes:
o v
r
3�
Project:
Transaction Number: Page301�
i
PRESSURE DISTRIBUTION CALCULATIONS
t Dispersal cell
Width (A) — I ft
Length (B) ft f o /
r Lateral specifications
Number laterals3 Z
V 4 - Orifice /lateral holes /
Lateral length (P) r "' ft 047 s
ir-
Orifice diameter in /
Lat. dis. rate /�(a�. gpm . N7 f�►o' /p -A
Sys. dis. rate m
Orifice spacing (X) 7 in
Lateral diameter Pipe diameter Design options Design choice
Designer must 1 in x Place X in red _
"X" one choice 1 1/4 in x box of chosen
from the options 1 1/2 in x x diameter.
provided. 2 in x
3 in x
Manifold diameter Pipe diameter Design options Design choice
arab 1 in x
"X" one choice 1 114 in x Place X in red
from the options 1 1/2 in x box of chosen
provided. 2 in x diameter
3 in x
4 in x
Distribution system contains: 4 Lateral(s)
LATERAL DIAGRAM - CENTER CONNECTION
Place correct lateral diagram by clicking in one of the drawings at right and dragging the diagram into this area.
Force main connection via tee or cross to manifold at any point. Laterals are identical —�
"1 "
I P S
<> - Turn -up vWball valve or IE. X — *I+d2 I xf2�l Laterals & force main of PVC Sch 40
aleanoutpluq pet COMM Table 84.30.5
Holes drilled on the bottom of the lateral.
Lateral length (P) Y-9 ; ft
Lateral spacing (S) a . ft
Orifice spacing (X) aLL in
Manifold length A I I S ft
Orifice diameter I/ in
Lateral diameter in
Forcemain diameter ?— in
Project: .
Transaction Number: Paget' of 9
YID
4" ,� r - VENT PIPE 12" t�tIN. AGOVC GR1.�E WEATHER PROOP i,lltea'"
> 10' FROM DOOR, WINDOW 0R JUNCTION Box nPPRO�' S
— WITH CONDUIT MANFIOLE COV CR
FRESH AIR INTAKE W/ PADLOCK. E
WAR14ING LABEL
FINT.SHFD GRADE
w ~+ I 1 1" MIN.
1�" JIN
INLET
\ GAS-
WATER TIG H'1' . TIGHT,
ZA A SEAL APPROVED
tl" {�los�"rc �' 13�1Fr1 -�' E= Fi= t_1Alr —}— ALM JOINTS 41 /Plas�
/ L' , ON PIPE 3' ONTO
PIPE
FI L l LIZ r SOLID SOIL
/DD C I s:�: RISER EXIT
2,3 Y f •.1. �
� - orr i'LItMITTED ONLY.
D t^
IF TANK
MANUFACTURER
HAS APPROVAL
3" APPROVED BEDDING UNDER TANK
CONCRETE PAD
SPECIFICATIONS
4/DOSE
NUMBER DOSES PER DAY:
TANK MANUFACTURER:
'TANK SIZES: SEPTIC J—= GAS•'• I�0'i: VQI•l1MJ: FfWB K: GAL.
GAL. F OWBACK: y3
DOSE _� p -�' �7j x.)(oy�' GAL•
ALARM MANUFACTURER: CAPACITIES: A = �2 .7 INCHES = off- •
MODEL NUMBER: 1y' if, ' 13 = 2 INCHES = - GAL-
SWITCII TYPE:
PUMP MANUFACTURER: Z.l
C = INCHES = (,� GAL.
MODEL NUMBER: �S D = �D INCHES = �•7 GAL.
SWITCH TYPE: 3' ,�
REQUIRED DISCHARGE RATE
�_ GPM PUMP c ALARM WIRING AS PER ILHR 16.23 WAC
FEET
VERTICAL DIFFERENCE BETWEEN PUMP OFF AND DISTRIBUTION S � �.3 :� 5 FEET
+ MINIMUM NETWORK SUPPLY PRESSURE • • •
+ �` FEET FORCEtIAIN X ��2 FT /100 FT. FRICTION FACTOR • - • FEET
_._L1 -- TOTAL DYNAMIC HEAD
r J 1 '
rr WID'rn (p o DI
INTERNAL DIMENSIONS OF PUt•1P 'TANK: LENGTH
LIQUID DL;l -1.'ii �S „
SIGNED
LICENSC NUMBTR: DATE:
1/B
- 4 13115 7 7/16
W w HEAD CAPACITY CURVE MODELS 1371139 �- 6 1/8
4 M ODE L S 137/139 Ft. Meters Gal. Ltrs. °
5 1.52 93 352 ° 4 13/16
a 25 I 10 3.05 79 299
15 4.57 64 242
{� 6 20 6.10 36 136
25 7.62 ° 1 1/2' - 17 112 NPi
8 30
• s`� ° 1 139 30 1 9.14 -
I Lock Valve: 26 it.
z
s
1
t 3
0
U.S. GALLONS IO 20 30 40 50 60 70 80 1 90 100 110
LITERS 80 160 240 320 400 1 l 4
0 FLOW PER MINUTE S"73
009921
�f �•
CONSULT FACTORY FOR SPECIAL APPLICATIONS
• Three phase pumps are available in 200/208V, 230V or 460V. • Variable level control switches are available for controlling single and three
• Electrical alternators, for duplex systems, are available and supplied with phase systems.
an alarm. • Double piggyback variable level float switches are available for variable
• Mechanical alternators, for duplex systems, are available with or without level long cycle controls.
alarm switches. • Over 130 °F. (54 0 C.) special quotation required.
• Combination starters are available for 3 phase pumps. • Refer to FM0806 for 200 F. applications.
• Control alarm systems are available for 1 phase pumps.
i
e
137 Series • 47 lbs. 139 Series • 51 lbs. SELECTION GUIDE
Single Seal Control Selection Lbd 1. Integral float operated 2 pole mechanical switch, no external control required. -
Model Volts-Ph Mode Amps Simplex Duplex CSA UL 2 Single piggyback variable level float switch or double piggyback variable level
M137/139 115 1 Auto 10.7 1 or 1& 8 - Y Y
N1371139 115 1 Nan 10.7 2 or 2 & 7 3 or 5 & 6 Y Y float switch. Refer to FM0447.
8NI37 115 1 Auto 10.7 - Y Y 3. Mechanical akemator M - Pak 10.0072 or 10.0075. Refer to FMO495
0137/139 230 1 Auto 5.8 1 or 1 & 8 - Y Y 4, Combination Starter. Refer to FM0514.
E137/t39 230 t Non 5.a 2 or 2& 7 3 or 5& 6 Y Y
H137/139 200.208 1 Auto 6.2 1&8 - Y N S. See FM0712 for correct model of Electrical Alternator E Pak
• 1137/139 200.208 1 Non 62 2&7 3 or 5 & 6 Y N 6. Variable level control switch 10.0225 used as a control activator, specify duplex
J137/139 200.208 3 Non 2.6 2&4 3 &4 or 5&6 Y Y (3) or (4) float system.
F137/139 230 3 Non 2.6 2&4 3 &4 or 5 &6 Y Y
G137 460 3 Non 1.4 2&4 3&4 or 5 &6 N N 7. Four (4) hole J Pak, junction box, forwatertfght connection forhardwired simplex
G139 460 3 Non 1.4 2&4 3&4 or 5 &6 N I N I operation, 10
• No molded plug "Single piggyback switch included. 8. Two (2) hole J•Pak, for Watertight hardwired Pconnection or splice, 10 -0003.
Pumps must be operated in upright position.
CAUTION
Three phase units require a control switch to operate an external magnetic or combination starter. All installation of controls, protection devices and wiring should be done
by _
For information on additional Zoeller products refer to catalog an Combination starter, FM0514: a qualified licensed electrician. All electrical and safety codes should be
Piggyback Vanable Level Float Switches. FMO477: Electrical Alternator, FMO486 Mechanical Altema- followed including the most recent National Electric Code (NEC) and the
tor, FMO495: Alarm Package, FM0732. and SumOSewage Basins, FMO487. Occupational Safety and Health Act (OSHA).
RESERVE POWERED DESIGN
For unusual conditions a reserve safety factor is engineered into the design of every Zoeller pump.
= _ MAIL TO: P.O. Box 1 6347
c Louisvdle, KY 40256 -0347 Manuladurersof ..
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SH TO 3649 40211.1961 �1O
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L ouisville, KY 40211.1961 Q�>y Pa.+,as S NCE �sald "
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Z/", PUMP `D (502) 778.2731.1(800) 928 -PUMP
FAX(502)774-3624
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Clarence Glotfelty
Enviro-Tech Systems & Services
N4955 Sunny Hill Road
Weyerh2euser, WI 54895
Typical Turn -up Cross Section Detail
Finished Grade
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Mound System Management Plan
Pursuant to Comm 83.54, Wis. Adm. Code
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 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 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 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 3 years. All switches, alarms, and pumps shall be tested to verity 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 conpaction may hinder aeration of he 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 for frost protection.
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 testis peformed 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
within 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 4 inches considered as an impending hydraulic failure requiring additional, more frequent monitoring.
General
This system shall be operated in accordance with Comm 82 -84 Wis. Adm. Code, and shall maintained in accordance with its' component
manual (SBD- 10572 -P (R. 6/99)] and local or state rules pertaining to system maintence 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 shalt 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 the tank.
Contingency 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 shall be repaired or replaced
immediately 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 removing biologically clogged adsorption and dispersal media, and
related piping, and replacing said components as deemed necessary to bring the system into proper operating condition.
Questions on the operation or maintence of this system should be directed to your county zoning or health inspector.
T',
� �9
Wisconsin Department of Commerce SOIL EVALUATION REPORT Page of
Division of Safety and Buildings
in accordance with Comm 85, Wis. Adm. Code
County C
Attach complete site plan on paper not less than 8112 x 11 inches in size. Plan must
Include, but not limited to: vertical and horizontal reference point (BM), direction and Parcel I.D. 0 3 <f -- /o �,� ✓ too a
percent slope, scale or dimensions, north arrow, and location and distance to nearest road.
Please print all inform . ' R awed b Date
Personal inramation you provide may be used ror secon c ylpvl. .15.04 (1) (m)). tyrQ.� 1-S t
ply Owner rgp` ,rly Location
�.
IV[D' Ggvj.,Li�t„j 114 114 Sa T� N R ,��-+iiii�aW
Property Owner's Mailing Address Lot ' Block # Subd. Name or
p
City State Zip Code e ST �(apiX Q EY, ❑Village Town Nearest Road
New Construction Use: Residential 1 Nu rooms derived design flow rate _ys0 GPD
C3 Replacement ❑ PUNK or commeraa s 'h�eL� --
Parent material , ��/� Flacd Flair E12vatio. ^. If app5cable
General comments
and recommendations:
o 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 GPDM
in. Munsell Qu. Sz. Cont. Color Gr. Sz. Sh. 'Eff#1 •Eff#2
d l aygkk
/a C M L4 �-r
® 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 GPDM
In. Munsell Qu. Sz. Cont. Color Gr. Sz. Sh. 'Eff#1 'Eff/Q
o� �, .____ -- 6 F
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Effluent #1 = BOD > 30 1 220 mg1L and TSS >30 1150 mgA_ • Effluent #2 = BOD <_ 30 mg1L and TSS 1 30 mg1L
CST Name Please
V' a)
Si nature CST Nurnber Id -i L ' CA P 'ei a 22
Address _
Date Evaluation Conducted Telephone Number
3� � `u 6 G� e ma Al Lr � ',.S , /�' -o o �I /..s" X6.5•'- �8.�
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Property Owner P" /S Parcel ID # ys 2 f1, /.S; Page —a— of
Boring # I ❑rpp�� Boring
�V Pit Ground surface elev. a ft. Depth to limiting facto in. Soil tcation Rate
Horizon Depth Dominant Calm Redox Description Texture Structure Consistence Boundary Roots GPD/fe
In. Munsell Qu. Sz Cont. Color Gr. Sz Sh. 'Eff#1 'Eff#2
2M IA 14 S .2.c
c sc'� —
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s
F -1 B j'i'b # ❑ Boring
El Pit Ground surface elev. ft. Depth to limiting factor In. Sop ApAication Rate
Horizon Depth Dominant Color Redox Description Texture Stricture Consistence Boundary Roots GPDM
In. Munsell Qu. Sz Cont. Color Gr. Sz Sh. 'Eff#1 'Eff#2
F-1 Baring # ❑ Boring
❑ Pit Ground surface eW. ft. Depth to Wong factor in.
Soil Application Rate
Horizon Depth Dominant Color Redox Description. Texture Structure Consistence Boundary Roots GPD/fE
In. Munsell Qu. Sz. Cont. Color Gr. Sz Sh. 'Eff#1 '011#2
'
Effluent #1 = BOD > 30 220 mg& and TSS >30 _5 150 mg& ' Effluent #2 = BOD 130 mg/L and TSS 130 mg/L
The Department of Commerce is an equal opportunity service provider and employer. If you need assistance to access services or
need material in an alternate format, please contact the department at 608- 266 -3151 or TTY 608 -264 -8777.
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ST CROIX COUNTY
SEPTIC TANK MAINTENANCE AGREEMENT
AND
OWNERSHIP CERTIFICATION FORM
Milir:� �!.dtlr,�._;, t � � �
g 1-1--
73 S2 -. C' 0�
(Verifi .ation required from Planning Department for new construction)
City;+ t�.`:e- �l eu wow c �; , Parcel Identification Number 3 �1 -1 WL_- D - 'O► �(
z�f.29, 5 1'2 A
�s. �
LJIZ . l _ UE f : gWTIO N ply`
Proper-,, LLcx. %`'.Jn %a, /VL V Sec. ay . T�N -R�S CWT Town of � e G�
Lot #
C;ertlUd Suj- ,.y Map # - -_. Volume Page #
Warranty Den- :i # 3 S,2 7 S , Volume 5 7 . Page # _.
�'SPer I.'° -uso U rtes 9 r_o Lot lines identifiable R yes ❑ no
SYS' _ �'�T NCE
Imprope z use and maintenance of your septic system could result in its premature failure to handle wastes. Proper maintenance
consist of pcunTLiig out the septic tank every three years or sooner, if needed by a licensed pumper. What you put into the system
can affc�:t the function of t1 septic tank as a treatment stage in the waste disposal system.
The prep ,rty owner agrees to submit to St. Croix Zoning Department a certification form, signed by the owner and by a
maste' ::lumber, c urneymai,, plumber, restricted plumber or a licensed pumper verifying that (1) the on -site wastewaterdisposal system
is in rv- per cpera- - mg condition and/or (2) after inspection and pumping (if necessary), the septic tank is less than 1/3 full of sludge.
Uwe, the unders .geed have read the above requirements and agree to maintain the private sewage disposal system with the standards
set fo tc, herein, ss set by the Department of Comruerce aad the Department of Narir:l Resources, State of Wisconsin. Certification
shin,:-,j-,z,, ycur s,<-rptic systc:,m has been maintained must be completed and returned to the St. Croix County Zoning Office within 30
days o she thre I ar pu date.
SIGN � 111T 1 °v I` APPLICANT DATE
OW NER C7ERTIFICATI
I (wc s3ertify that all statements on this form are true to the best of my (our) knowledge. I (we) am (are) the owner(s) of
the pro7erty c c: cribed abo ' by virtue of a warranty deed recorded in Register of Deeds Office.
'. A � �— DATE
ASJGJ
1** * * * An:v ivformatioc. shat is mis- represented may result in the sanitary permit being revoked by the Zoning Department. * * * * «*
«« I=:af- -, ,;.rose yntd this application: a stamped warranty deed from the Register of Deeds office
a copy of the certified survey map if reference is made in the warranty deed
Wi..156 (PAGC 268 ll7
6352�'S
KATHLEEN H. WALSH
Document Number WARRANTY DEED REGISTER OF DEEDS
ST. CROIX CO., WI
RECEIVED FOR RECORD
This Deed, made between Doris M. Raasch and Dale A. Raasch, 12 -14 -2000 10:30 AN
husband and wife and each in their own right, Phyllis J. Bakke and
Marvin T. Bakke husband and wife and each in their own right, and WARRANTY DEED
Ramona M. Larson and Roger A. Larson, husband and wife and each EXEMPT ##
g
in their own right, Grantors, and Michael L. Timm and Kathryn J. CERT COPY FEE: COPY FEE:
Timm, husband and wife as survivorship marital property, Grantee. TRANSFER FEE: 234.00
Witnesseth, That the said Grantors, for a valuable consideration REMRDTMG FEE: 10.00
conveys to Grantee the following described real esiate in St. Croix County, PAGES: 1
State of Wisconsin:
Recording Area
Name and Return Address
THOMAS A. McCORMACK
Attornev at Law
1020 IV' Ave.
PO Box 2120
Baldwin, WI 54002
034 - 1063 -00 -000;
034 - 105340 -000;
034405330 -000
(Parcel Identification Number)
Parcel #1: The Southeast Quarter of the Northeast Quarter (SE' /. of NE 1 /4) of Section Twenty -four (24), Township
Twenty -nine (29) North, Range Fifteen (15) West.
Parcel # • The north 33 feet of the Southwest Quarter of the Northeast Quarter (SW Y4 of NE Y4) of Section
Twenty -four (24), Township Twenty -nine (29) North, Range Fifteen (15) West.
The parties acknowledge the existence of a town road running North and South along the West boundary of the
NW'/. of the NE' /. of S24- T29N -R1 5W. If, for any reason, said town road shall ever be discontinued or abandoned
the parties mutually agree that grantees shall also have an easement along the West 2 rods of the Northwest of the
Northeast for purposes of ingress and egress, including installation and maintenance of utilities.
Dale A. Raasch, Marvin T. Bakke and Roger A. Larson join in the signing of this deed for the sole purpose of
conveying any interest they may have in the subject property pursuant to the Marital Property Laws of the State of
Wisconsin
This is not homestead property.
Together with all and singular hereditaments and appurtenances thereunto belonging
And Grantor warrants that the title is good, Indefeasible in fee simple and free and clear of encumbrances
except all easements, restrictions and rights of way of record and will warrant and defend the same.
Dated this �1 day of December, 2000.
b- /,
*Doris M. Raasch * ale A.. Raasch
P k__-1 2 Z�. 1 19 Cam.
*P�J. B� *Marvin Bakke 4
mac... rat ..r_ �C. Cr _
*Ramona M. Larson *Roger-I
AUTHENTICATION CKNOWLEDGMENT
Signature(s) ST TE OF
s COUNTY (�
Personally came before me this ' day of December,
200^ the above named Doris M.. Raasch ,D ala A. Raasch,
authenticated this day of _ Nhy # ;is J. Bakke, Marvin T. Bakke, Rarnona M.l.2sun -�nd 1
�. :3 ,_
v r.. L iSUT1 iJ isle known t0 b @ P. U
signatu::? executed the foregoing instrument a6A a6lnowil 6
same /' ' i •{{ p
` type or print name ; - / • : n i-- : a`r
-:19nature 17.1
TITLE: MEMBER STATE BAR OF WISCONSIN
type or print name /t c.'L'' !' t, y "� - '� r •�' ' '�
(If not, _ +•••....••
authorized by § 706.06, Wis. Stats.) Notary Public f6 ,. County,
My co J� mission is permanent. (#f not, stag Wi%tion date:
THIS INSTRUMENT WAS DRAFTED BY I , yg , I&
ROBERT J. RICHARDSON, Attorney at Law
SPRING VALLEY, WI 54767
'Names of persons signing in any capacity should be typed or
(Signatures may be authenticated or acknowledged. Both are not printed below their signatures.
Information Professionals Company Fond du Lac, Wisconsin 800.6W2..021