HomeMy WebLinkAbout034-1074-10-000 WisFonsin Department of Commerce PRIVATE SEWAGE SYSTEM County: St. Croix
Safety and But Division
INSPECTION REPORT Sanitary Permit No:
420698 0
(ATTACH TO PERMIT)
GENERAL INFORMATION to Plan ID No:
Personal information you provide may be used for secondary purposes [Privacy Law, s.15.04 (1)(m)]. �TellIK5+ /
Permit Holder's Name: City Village X Township Parcel Tax No:
Snyder, Michael & Sally Springfield Townshi 034 - 1074 -10 -000
CST BM Elev: Insp. BM Elev: BM D iptio Section/Town /Range/Map No:
(TD O / Q0 . D S �{ h 33.29.15.498A
TANK INFORMATION ELEVATION D
TYPE MANUFACTURER CAPACITY STATION BS HI FS ELEV.
Septic � � � / Benchmark � � � ! D S - � lO � ✓
Dosing � ��• t.� Alt. BM
Aeration Bldg. e r l (2 +$b
Holding St/Ht nlet
St/Ht Outlet
TANK SETBACK INFORMATION
TANK TO P/L WELL BLDG. Vent to Air Intake ROAD Dt Inlet
b
Septic �/ _ Dt Bottom
Dosing Header /Man. Z. rb I
O'2.
Aeration Dist. Pipe Z` t 2 lb J b 2 .
Holding Bot. System > Z / Z • S'a S ID j • 5'�{
final C\ a 't 1
PUMP /SIP N I F TION ` IZ
Ma Demand St Cove C � -
� GPM + l'7 t
I Number
14• f Lift Fricti Loss System Head TDH Ft
`t s j 5 2• TO - t a y • 3 a . aa�. o
Forcemain Length i D M Dist. to well
SOIL SORPTION SYSTEM IM T e L
EN idth I Length I No TreaclQe_ PIT DIMENSIONS No. Of R s Inside Di th
IM IONS ")
SETBACK SYSTEM TO P/L BLDG WELL LAKE /STREAM LEACH Manufacturer:
INFORMATION CH R O
Type Of System: ' f \ UNIT
el Number.
DISTRIBUTION SYSTEM kj._ f
HeaderlManifoldD Jh L �� x ole ize N x Hole Spacing p Vent to Air Intake
p (>
Pi e s `�
1 /
Length Dia Length Qa` /Dia Z" Spacing �J°
SOIL COVER x Pressure Systems Only xx Mound Or At - Grade Systems Only
Depth Over Depth Over xx Depth of xx Seeded /Sodded xx Mulched
Bed/Trench Center Bed/Trench Edges Topsoil 1]d Yes No FF Yes
(J No
C MME TS: (I de cod di�crepeen ' ersons present, etc.) Inspection #1: ! / Inspection #2:/
}�'~
L 698 Hwy 128 Wilson, WI 54 S )1J 4 SE 1J4 33 T29N R15W) NA Lot �� � Parcel arcel No.1549�A�
1.) Alt BM Description = Q?�� S
2.) Bldg sewer length
`'�'l
- amount of cover - 7 ,
. Plan revision Required? p Yes - No: No
Use other side for additional information.
- Insepctor Sig ature Cert. No.
BD -6710 (R.3/9 JtM�V BQ S L s e C` 1 v
h� f wwf
t ' � R t •
Safety and Buildings Division County
201 W. Washington Ave., P.O. Box 7162 � , Q _
consin Madison, WI 53707 - 7162 Site Address LX IS'7) ACT col 1
Department of Commerce e Sprit+ ;eb t 5P
Sanitary Permit Application Sanitary Permit Number
In accord with Comm 83.21, Wis. Adm. Code, personal information you provide
maybe used for second purposes Privacy Law, s1 C1 Check if Revision O
I. Application Information - Please Print All Information rc State Plan I.D. Number
CE/V 'rJ
Pro pe Owner's Name jj Pae Number
i U vl f� °� t �' 1 3 3 Property Owner's Mailing Address
Pro LocationZ9• Z�) - I �{ 3 3 nY
Cn aA-A,\ �,�` � r� ;,; ,45C 'A: S T L9, N, R S
City, State Zip Code Phone Number t mber Moc
utaber
N TovQ N E3
Subdivisio N e CS Number
LOA soy\ ) S1/0X7 �iS_ -� y 33 � � z�� s�
II. Type of Building (check all that apply) aS ( s •• ��•� hs.uA� �4S Dem,
1 or 2 Family Dwelling - Number of Bedrooms ❑
❑ Public/Commercial - Describe Use Township C >12ri
C1 State Owned fe W14-h A-+ 5 �d 4A-vii i -- Z�{ t t v lI GL x b � Nearest Road �
i s le t (�✓I7 QTR �Z.I. 'y / X t i S Q� QA
C 7
eun,aJ fl , s SY - wr
III. Type of Permit: (Check only one box on line A (numbering scheme for internal use). Complete line B if applicable)
A. 1 X New 2 ❑ Replacement System 3 ❑ Replacement of 6 ❑ Addition to For County use
S ste I I Tank Only Existing System
B. ❑ Check if Sanitary Permit Previously Issued Permit Number
Date Issued
IV. Type of Permit: (Check all that appiy)(numbering scheme is for internal use)
44 ❑ Non - Pressurized In- Ground 21 �( Mound < Z'4 tt 5 ( 47 ❑ Sand Filter 50 ❑ Constructed Wetland
22 ❑ Pressurized In -Ground 41 ❑ Holding Tank - 48 ❑ Single Pass 51 ❑ Drip Line
45 ❑ At -Grade 46 ❑ Aerobic Treatment Unit 49 ❑ Recirculating 30 ❑ Other
V. Dis ersaUTreatment Area Information: s ds�d s l'1�1
Design Flow (gpd) Dispersal Area Dispersal Area Soil A lication Percolation Rate S sum Elevation Final Grade f `�
f Requited Proposed Rate(Gals. /Days /Sq.FL) (Min./Inch) Z' Elevation
L( S D LiS 6 ��5 —
VI. Tank Info Capacity in Total Number Manufacturer Prefab Site Steel I Fiber Plastic
Gallons Gallons of Tattles Concrete Constructed Glass
New Existing
Tanks Tanks
Septic or
/\ y !� l oco , e�AxA X
Dosing Chamber V D t
VII. Responsibility Statement- I, the undersigned, responsib t for inst of the POWTS shown on the attached plans.
Plumber's Name (Print) P is Signatur M umber Business Phone Number
Plumber's Address (Street, City, S , Zip ode)
VIII. ountytDe artment Use O �. c
Approved ❑ Disapproved tar! Permit Fee (includes Groundwater Date Issued gets Signs No Stamps)
Surcharge Fee)
❑ Owner Given Initial AA—.
�
O f . Conditions of ApprovayReasons for Disapproval U, e J��U
cte- � '_? cd Ve � / � u � duo Ve u C{ -i7SS 411 �/ cen'vt !!s
Z -1� 4 f S� nw f/1-� 5 � rh c c a �t o�- 4 - ��
ec�-rt�c�-c� -� ahe� 7co u�- e �- �- 1- ��•c�'�tes.��� �•�t: sa-�P ��•
3 PS ch complet pia (to the County only) m oe paper not les
for the syst s an 8112 x t Ir
�� ruin �j1QC�{,. ;tlLtTl3 1
SBD -6398 (R. 05101) m 3�t�t k - ` �� � 4 � � � -
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' Safety and Buildings
10541N RANCH ROAD
HAYWARD WI 54843
TDD #: (608) 264 -8777
*hsconstn www.commerce.statemi. us /sb
www.wisconsin.gov
Department of Commerce
Scott McCallum, Governor
Philip Edw. Albert, Secretary
November 20, 2002
CUST ID No.220728 A77N: 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
P_�h A* 1 1
PLAN APPROVAL EXPIRES: 11 /20/2004 Identification Numbers"
Transaction ID No. 805117
SITE:
Site ID No. 652888
Michael & Sally Snyder Please refer to both identification numbers,
St Hwy 128 above, in all correspondence with the agency.
Town of Springfield
St Croix County SE1 /4, SE1 /4, S28, T29N, R15W
FOR: New mound, 450 GPD
Object Type: POWT System Regulated Object ID No.: 879394
i
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. C T
The following conditions shall be met during construction or installation and prior to occupancy or use:
General Approval Conditions: A[ 'W",
• 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 Wastewater Systems SBD- 10691 -P
( N.01 /01) and SSWMP Publication 9.6, "Design Of Pressurized Distribution Networks For Septic Tank Soil
Absorption Systems." SEE 'r
• In the event this soil absorption system or any of its component parts malfunctions so as to create a health
hazard, the property owner must follow the contingency plan as described in the approved plans. In addition,
the owner must insure that the operation, maintenance and monitoring duties as described in section VIII of
the mound component manual are complied with. A cop of this in mustl��gi�ren_r�
completion of the project.
• 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. Slats.
• Inspection of the private sewage system installation is required. Arrangements for inspection shall be made with
the designated county official in accordance with the provisions of Sec. 145.20(2)(d), Wis. Stats.
• The maintenance plan for this system must be given to the owner of the POWTS.
Note
I
• The designer proposes to install a state approved effluent filter to achieve the requirement of wastewater particle
size. Pursuant to outlet filter Rroduct approval sti ulations maintenance information must be f; iven to the owner
of th S explaining that periodic cleaning of the effluent filter is required. The access opening used to
service the filter shall terminate at or above finished grade with a watertight cover.
• The management plan / users manual must contain the telephone numbers of persons to contact in case of any
component failure (generally the installer of the system and the county agency).
L
CLARENCE L GLOTFELTY Page 2 11/20/02
• A soil absorption system should be designed as long and narrow as possible. This system has a high linear loading rate of
10.9 gallons per foot.
• The force main is to be installed in the downslope area (see plot plan). The trench for the force main may not be
wider than 12 inches per Mound Component Manual.
Reminder
• The orientation of the mound system must be such that the longest dimension is oriented along the surface
contour per COMM 83.44(6)(a)2.
• Limit activities in the area 15' beyond the down slope edge of the mound per Mound Component Manual.
• Surface water drainage shall be diverted away from the system area per Mound Component Manual.
• Materials shall conform to the requirements of COMM 84.
• Maintain well and waterline set backs per COMM 83.43(8)(i). Consult the Department of Natural Resources for
well setbacks and exceptions to the setbacks.
A copy of the approved plans, specifications and this letter shall be on -site during construction and open to
inspection by authorized representatives of the Department, which may include local inspectors. All permits
required by the state or the local municipality shall be obtained prior to commencement of
construction /installation/operation.
In granting this approval the Division of Safety & Buildings reserves the right to require changes or additions should
conditions arise making them necessary for code compliance. As per state stats 101.12(2), nothing in this review
shall relieve the designer of the responsibility for designing a safe building, structure, or component.
Inquiries concerning this correspondence may be made to me at the telephone number listed below, or at the address
on this letterhead.
The above left addressee shall provide a copy of this letter to the owner and any others who are responsible for the
installation, oWRevieweTmaintenance of the POWTS.
Sincerely, Fee Required $ 175.00
Fee Received $ 175.00
Balance Due $ 0.00
atric L Sh
POWTS an , Integrated Services W iSMART ez�de: 763
(715) 634 -7810, Fax: (715) 634-5150, M -F 7:45 am - 4:30 pm
pshandorf@commerce.state.wi.us
cc: Leroy G Jansky, , Wastewater Specialist, (715) 726 -2544
i
l
4
MOUND SYSTEM DESIGN
Residential Application
INDEX AND TITLE SHEET
Project
1
Owner ' .l' ot. S / 2T'
Address � n
( S Y02 7
T
o
Legal Description se T . 9,q/y R t,5- J
Township County 0 t X
Subdivision Name _ Lot No. .'—
Parcel ID Number
Plan Transaction Number = o.w.T•S•
, _.
D Index and title sheet Page 1
Mound calculations Page 2 1 4F
Mound drawings Page 3
Pres. dist. calcs. and laterals Page 4
TDH and pump tank drawing Page 5 --
Pump specifications Page 6 )RRESPOND E
Site plan Page 7
Turn -up detail Page 8�� -
k Management plan Page 9
Designer Clarence Glotfelt License Number 220728
Signature ��11 Phone No. (715) 868 -5831
Date /v
Page 1 of 9
MOUND SYSTEM DESIGN
Complete red boxes as necessary. 750 gpd maximum design flow.
Residential or commercial? �_](r or c)
Slope %
Design flow rate p gpd
Depth to limiting factor /Z in
I n situ soil infiltration rate . gpd /ft
Contour line elevation ,5 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`
Center or end manifold C (c or e) Orifice diameter i 0.125, 0.156, 0.188, 0.210, 0.25.
Laterals 0.281, or 0.
pacing ft Use 0 lateral spacing for trenches. 3 13
inch only.
I
Estimated orifice space ft Not a final calculation.
Number of laterals Z. Pump tank elevation ,5 ft Outside bottom of tank.
Forcemain length ®ft Forcemain diameter �L - in 1.5.2 or 4 inch only.
v
Actual I.D.
DIAMETER CONVERSIONS
SYSTEM SOLUTIONS 118 = 0.125 114 = 0.250
5/32 = 0.156 9/32 = 0.281
Design flow rate SO gpd 3/16=0.188 5/16=0.313
7/32 = 0.219
Absorption cell
Application rate & area 1.0 gpd /ft 50 ft`
Linear loading rate (LLR) P " 7 0 cip d/ft < L ( SSA- + 6.2 Sarl
Design wldt ft
Cell length (B) T in ft
Depth of cell (F)
Sand filter
Upslope fill depth (D) in
Downslope fill depth (E) in
Basal area required (gpd /infiltration rate 2
ft Q _ $
Q
Supporting components
Topsoil depth 3.0 in
Subsoil depth at center 9.0 in
Subsoil depth at cell wall 3.0 in
End slope toe length (K) ft
Up slope toe length (J) t
t
Down slope toe length (I) / j,, ft Basal adjustment made.
Total mound length (L) , ft
Total mound width (W) ft
Project:
Transaction Number: Peg( 9
MOUND PLAN VIEW
observation pipes (typical) IV A
A�
E� ft B = ft
J = ft
W
f t
K K=
typ. obs. pipe
(anchored securely)
I = down slope dimensio = absorption cell (AXB)
J = up slope dimension =plowed area (L ^r'v
K = end slope dimension M z S + A+ 1 6
MOUND CROSS SECTION 45 ' JU,4 mtk
lateral topsoil G
H
subsoil cap D m 3& H -64-d
E = s^
invert Da' _,ft _ - -- -- F _
�1. In
elev. - -- F G = 6.0 in
_ M _ p
AST M C33 H = 12.0 in
San d ill E
Sys. y_
elev. L S e ft contour
w� 3 % ---�
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 Ax8 media. The cell
H = subsoil + topsoil depth at cell center media is covered with geotextile fabric
M = wi d- o� 5&V%A F► I l
Designer notes r -� o
- r
a
D
en& y es
S /
Project:
Transaction Number: Page 3of7
i
•
PRESSURE DISTRIBUTION CALCULATIONS
Lateral specifications Inch-pounds Metric
Number laterals 2
Hole spacing (X) 3:�; ir► cm
Holes /lateral holes
Lateral length (P) ft :. m
Hole diameter in A Imm
c ► Lat. dis. rate gpm Us
Sys. dis. rate gpm \- ( us
Lateral diameter Pipe diameter Design options Design choice
Designer must 1 In (25 mm)
"X" one choice 1.25 in t32 mm) x Place X in red
from the options 1.5 in (40 mm) x box of chosen
provided. 2 in (50 mm) x diameter.
3 in (75 mm) X
LATERAL DIAGRAM - CENTER CONNECTION
Place correct lateral diagram by clicking in one of the drawings at right and dragging the diagram into this area.
Do not press delete when lateral diagrams are in use.
I 1P �l
If }�-- �IFxf2 I x12 +1 Laterals & foroe main of PVC Sch 40
Last hole drilled next to end cap (per COMM Table 84.30 -5)
Holes drilled on the bottom of the lateral,
• =Turn -up vdball valve or oleo noutplup
equally spaoed
Inch-pounds etric
Lateral connection point center
Lateral length (P) Pt m
Hole spacing (X) In V cm
Hole diameter 3 In mm
Lateral diameter �.Sp in mm
Forcemain diameter 2.00 in 5 mm
Project: Ll q
Transaction Number: Page of 1
T
�E aTzc�� 5st-L
4" C p C. VENT PIPE 12" MIN. ABOVE GRA.F)f: 6 WEATHER PROOF
>_ .f0' FROM DOOR, WINDOW OR JUNCT Box APPHOV ED Lbc `
FRESH AIR INTAKE —WITH CONDUIT MANHOLE COVE
FINISHED GRADE W/ PADLdCK C \ ._WARNING LABE
1
MIN.
INLET
I rna>A
` WATER TIGHT GAS -
TIGHTS '
4 " I las{� - i3� - I_l Z ��3� L A SEAL APPROVED FV(
PIPE F1=1 Ut<�lT —E-- ; ALM JOINTS WIPlasi
Fl L 1Z B ' r I ON PIPE 3' ONTO
T SOLID SOIL
C I ;
= Ol'I' *el RISER EXI'
D t - -' PERMITTED ON I
i Ilk, IF TANK
MANUFACTURER
3" APPROVED BEDDING UNDER TANK HAS APPROVAL
CONCRETE PAD
SPECI
5GW6 DOSE //OX.OS.2. x ).
TANK MANUFACTURER: 2 .��,� : NUMBER DOS PER DAY
y :t X, > -
TANK SIZES SEPTIC GAL. 1) V0I,UM1, 1N L.U1)1NG
DOSE rip GAL. ` 01 FL WRACK: GAL.
ALARM MANUFACTURER: e a_d r o P EJ : _ INCHES = AL.
MODEL NUMBER:
SWITCH TYPE: 2 INCHES = 33.3G
PUMP MANUFACTURER: t' ;`� �� C/
I (. - INCHES = �� »'/ GAL,
MODEL NUMBER: n V� ,,, ll
SWITCH TYPE: �o D = INCHES = Z ( GAL.
REQUIRED DISCHARGE RAPE_ G PUMP L ALARM WIRING AS PER ILHR 16. 23 WAC
VERTICAL DIFFERENCE BETWEEN PUMP OFF AND DISTRIBUTION PIPE . lob FEET
+ MINIMUM NETWORK SUPPLY PRESSURE . . • 2.5 FEET
� . FRI
+ � FEET FORCEMAIN X nFT /100 FTCTION FACTOR. a FEET
TOTAL DYNAMIC HEAD = FEET
INTERNAL DIMENSIONS OF PUMP TANK: LENGTH WIDTH ; DIAMETER
LIQUID DEPTH
SIGNED: - 1_.ICF.,NSE NUMBER: DATE:
1/88 '
IV I
HEAD CAPACITY CURVE 3 �/8- -�---- 0 1/a —� r
z MODEL "98"
2s
® 1
_
8 ' 3 5/8 .
m O +
4 `
►— 4 3/16
2
5
1 1/2-11 1/2 NPT
0
U.S. GALLONS 10 20 Q 40 30 80 70 80
LITERS
80 . to 240
0 FLOW k eR MINUTE
TOTALOMMACHEA MOWPER MOMit
EFFLUENTANOOLWATERpm
CAPACrTY 12
HEAD UNITSIMIN
FEET METERS GALS LT "r
S 1.s2 72 27s 3
10 a.o5 e1 231
1s 4s7 45 170
20 6.10 1 23 95 4 3/16
ociivow. - 27 —`
' eK1f02 '
CONSULT FACTORY FOR SPECIAL APPLICATIONS
• Electrical alternators, for duplex systems, are available and •' Variable level float switches are available. for controlling single
supplied with an alarm. and three phase systems.
• Mechanical alternators, for duplex systems, are available with Double piggyback variable level float switches are available
or without alarm switches. for variable level long cycle controls.
SELECTION GUIDE
Standard all models - Weight 39 lbs - '/: H.P. 1. Integral float operated 2 pole mechanical switch, no external cor;rol required.
!6 Sertea 2. Single piggyback variable level float switch or double piggyback variable level,
Control selection (bat switch, Reter to FM0477,
Model Volb -Ph Mode Amps Slm lex Duplex 3. Mechanical alternator 10 -0072 or 10.0075.
M96 113 1 Auto 9.4 1 or 1 3 7 — 4. See FMOTIZ for correct model of Electrical Alternator. E•Pak
NOS 115 1 Non 9.4 2 or 2 b 8 3or4&5 5. Control switch 10-0225 used as a control activator, specify duplex (3) or (4)
096 230 •1 Auto 4.7 1 or 1 d 7 -- float system.
E96 230 1 Non 4.7 6. Four (4) hole J-Pek, junction box, for watertight connection or wired -In
2 or 2 3 6 3 or 4 d 5 simplex of duplex operation, 10-0002.
7, Two (2) hole J -Pak for watertight connection or splice.
far►+belmesnensddebnd2waer CAUTION
godueunr rbol mCombkuftnSWar,FM0514;PWybsek All Installation of controls, protsetlon devices and wiring should be done by a qualified
Variable LevelSvAW*s, FM0477; EisdrinlAlkmefor, FM04etr; MechsnkWAlleawW FMO4QA; Sunpf licensed siectrielso. All electrical and safety codes should be followed Including the
most
Saws" Gaskm FM04e7; and Single PMee Sb Vles Pump ControVAlarm Syslems, FMO732. recent National Electric Co:'.a (NEC) and the Occupational Safely and Ilealth Act (OSHA).
RESERVE POWERED DESK 4
For unusual conditions a reserve safety factor Is engineered into the sign of every Zoeller pump.
:T
c MAX T0: P.O. 60X I6J47 _
S}llP Am R
Z7FZ ' T 3 g 402 - Manufa«ven d . .
O TO: 0: J619 Carts Run Road '1
- LorRa►>:fe,Xr402ff -r:lsr 4 �vs S•�e� /9.7
" PUMP Z (s02 1778.2731- I(coo) V&PUMP
fAx(so2) 774 -3e24 �_
............. .............. ................... ........................... ... .........
... .................................... -.1 ............................ .................... . .... .... ... ......... ............ ............. ...... ..........
- ............................... . ........... ........................... .....
............... ............ ................... ............... ....................... . ......... .......................... ..........
.......... ... . . ..... .... . ... ............. ................. ........ . ....................................... . ............... ................... ... ........ .....................
........... .......... .... ... . ................ . ............ ................. ................ ........... . ..... .................... . ........ . .... .. . .................
.. . . ............ .. .. ..... ..... . .......... .
... ......... - . ........... .. ........ . ........ .......... ................ . ...... ............. .. ............ . . ..... .......... . .......... ........... .. .
........................ . .............
. ............ .... . .... . ...... .. ............
---- - - ---------- - . . . ... . ....................:.._............ ......._._._.........:__..._.. .
................. . ....... ....... . . ......... ....... .... ......... .............. . ............ ...... . . ... ... ....... ................. .. .......... ....... .
....... ............ ...................
....... . . ......
..........
.............:....._. ;.._._.._ ».. . ..... ---------
...... . ....... ......... ............
. . . . . . . . . . ............................... . . . . . . . . . . . . . . . .
..................... .
... .......
......... ..
Slope�-
A. P
- 77
s ir
i t
I A
Clarence Glotfelty
Enviro-Tech Systems & Services
/ — F F/
N4955 Sunny Hill Road
Weyerhaeuser, WI 54895
47
i
Typical Turn -up Cross Section Detail
Finished Grade
<t <c<f <<t<<<<f <<<<) << <<< 6" Diameter > <>`'%
Lawn Sprinkler
< , < > < , < Valve Box t < t < t
Soil Material
Threaded
<<<<<<<<<<<<<<<<<
Cleanout <<<<<<<<<<<<<<<
< <tttt<<ttt <tt<<ttttttt <<
Plug
t t t < < t< t t< t< t t t
<'<'<'t'<'<'<'<'<'<'t'<'<' '<'<' <'<'< Soil Material >`>
< •< t < < < < < < < < < t < t < < < < < < < < < < < <
Long Sweep 90
c e < e <
or Two 45
Bends to Vertical
Distribution Lateral
P" ov-�
,
+ 1 -`20 &V
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 se tic tank and outlet filter shall be
assessed at least once every 3 years by inspection. The outlet filter shall be ecessary to ensure proper opera ion. er
cartridges ou ot a re
nmoved unless provisions are ma e o re in solids in the tank that may slough o e i ter w en remove 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 sh be inspected at ]Past nnre every 3 years All switches, alarms, and pumps shall be tested to verify proper
operation. If an effluent filter is installed within the tank it shall be inspected and serviced as necessary.
Mound and Pressure Distribution System
No trees or shrubs should be planted on the mound. Plantings may be made around the mound's perimeter, and the mound shall be
seeded and mulched as necessary to prevent erosion and to provide some protection from frost penetration. Traffic (other than for
vegetative maintenance) on the mound is not recommended since soil 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. 6199)] 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 shall be in accordance with Comm 83.33, Wis. Adm. Code when the tanks are no longer used as POWTS components.
Septic or pump tank manhole risers, access risers and covers should be inspected for water tightness and soundness. Access openings
used for service and assessment shall be sealed watertight upon the completion of service. Any opening deemed unsound, defective, or
subject to failure must be replaced. Exposed access openings greater than 8- inches in diameter shall be secured by an effective locking
device to prevent accidental or unauthorized Entry into 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 ain
p m fence of this system should y hou d be directed to your county zoning or health inspector.
ei I El V
i
Wisconsin Department of Commerce SOIL EVALUATION REPORT p age 1 o f 3
Division of Safety and Buildings
in accordance with Comm 85, Wis. Adm. Code
County St. Croix
Attach complete site plan on paper not less than 8 1/2 x 11 inches in size. Plan must go
:w..l. ..l.. ti.A ....� 1:..•:a.. t... .... A:....1 .....i {....:......1..1 —f.-...n.... ....iw� .A:.....d:n.+..wa I
1V lI jaj Ilya llllll.ad V. YO�VVP�a11V ��VIILVIIw ��Olp�011w �Il /Ill \��1�1�, 4��OVVVI�OI,Y
1 =arcei U).
percent slope, scale or dimensions, north arrow, and location and distance to nearest road. 6 0 n 6 Z — % S ODU
��Qaav (Ci iii oii iil "�•�" CC 6PWP(1 V natP
7
Personal information you provide may be used for sec dary piir(p�y�c�Lfw� 15.04 ( ) (m)). 6
Property Uwner Pro ocation
Michael & Sally Snyder r .� '� 2� - Lo SE 1/4 SE 1/4 S 28 T 29 N R 15 E `
Property Owner's Mailing Address Lot # Block # Subd. Name or CSM# /w
720 Main ST. CROIX COU TY- _ - S c!/
City State Zip Code Ph a Num []Village ■ Town Nearest Road
Wilson l Wl l 54027 I ( 7J5-772-4569 C„ n Rf; of t STH 128
New Construction Used Residential t Number of bedrooms 3 Code derived design flow rate 450 GPD
Replacement ❑ Public or commercial - Describe:
Parent material cc over glani,al till Flood Plain elevation if applicable XT A
General comments
and recommendations: Site meets the requirements for an A +4 mound
/ X �l S� � I 11�tR�vn -- C'4 �t�h� � � • S / 2�{ �/ S6fi++d -�+`Gf vLwti, ` ref "r ut�42d f
r r
I 1 I Bodno # o Boring
I_1 V S pit Ground surface elev. 99.45 ft. Depth to limiting factor 13 In.
Soil Application Rate
Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots GPD /ff
in. Munsell Qu. Sz. Cont. Color Gr. Sz. Sh. *Eff#1 *Ef(#2
� 1 0 -8 10yr4 /4 sil 2msbk mfr cs 2f .5 .8
2 6 -13 1(h/r5l4 sil 2msbk mfr cs i f .5 .8
3 13 -38 10yr5 /4 f2d5yr6 /8 sil lmsbk mfi - - .2 .3
2 1 Boring # Boring 99.50 12
El Pit Ground surface elev. ft. Depth to limiting factor in.
Soil lication Rate
Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots GPD /ff
in. Munsell Qu. Sz. Cont. Color Gr. Sz. Sh. *Etf#1 *Eff#2
1 0 -7 10yr4 /4 sil 2msbk mfr cs 2f .5 .8
d 6 -12 1 n. rc /d cil 7MQhlr mfr r!e i f 5 R
� 3 12 -38 10yr5/4 f / sil lmsbk mfi - - .2 .3
* Effluent #1 = BOD > 30 220 mg/L and TSS >30 5150 mg/L * Efflue < 30 mgt- and TSS 5 30 mg1L
CST Name (Please Print) Signature CST Number
Thomas C Nelson 227387
Address Date Evaluation Conducted Telephone Number
t 32 12011_ L11.._ _a 1i___. T _I_.__ ] I / n l 5 4
1 1 JUGGI. IVGW 1VLa"lluuu� vv1 b %2%02 71.5 -2406 -24
s
Property Owner Snyder Parcel ID # 3 7' /0 ax) Page 2 of 3
3 Boring # Boring 97.40 12
Pit Ground surface elev. _______ — ft. Depth to limiting factor __________ in,
Soil Appiicatio n Rate
Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots GPD/fF
in. Munsell Qu. Sz. Cont. Color Gr. Sz. Sh. `Eff#1 "Eff#2
1 0 -7 10yr4 /4 - sil 2msbk mfr cs 2f .5 .8
it 2 7-12 t n. ; 1; _ cil 2mchk mfr es t f 5 R
12 -39 10yr5/4 f2d5yr6 /8 sil lmsbk mfi - - •2 .3
Boring # Boring
• pit Ground surface elev. ft. Depth to limiting factor in.
Soil Application Rate
Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots GPD /fF
in. Munsell Qu. Sz. Cont. Color Gr. Sz. Sh. "Eff#1 *Eff#2
❑ Boring # Boring
Pit Ground surface elev. ft. Depth to liming factor in.
Soil Application Rate
Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots GPD/fF
in. Munsell Qu. Sz. Cont. Color Gr. Sz. Sh. `Eff#1 •Eff#2
* Effluent #1 = BOD > 30 <_ 220 mg/L and TSS >30:5 150 mg /L " Effluent #2 = BOD < 30 mg/L and TSS < 30 mg/L
T Re Deparimunt ul Cuimncrce Is all e(iuui uppuriunily service pIovideI and einpluyer. if you need asslsiunce i,u access selvices or
need material in an alternate format, please contact the department at 608- 266 -3151 or TTY 608 -264 -8777.
'3307fest (8.07100)
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o Johnson DO .75� $ 4o dm Haines CIS 0 40 80
Howard 240 111 o g
Oatlrlt N S 0o 10
j Y Robert '.
Forest & J� � ,� i! IV & Pamela
93 Drew 99 35 ..+3 w O 4 e
k4 'o' Terry t Paul & r I Harold N o $ LE
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p 40 48 °1 ' 40 40 V 'b
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" Y t 9 +1 xi �iF James do
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Wollack etas ba i - 3 Carol
224 Harold ` 6 0 1 V an Caton & Ruth ly y
sh" Galle Frye � Herd Far Trust S&K Sarah 160
IQ Creek 40 r 120 DR S etal I g N B Jams 318 Q rrns & June Fern
ke zs
74 `�' °° 90th AVE �37 r o 73 r s E 40
Charles James 4 Bruce Tsuefu s.+� as Mona
crust Daly $3 M ahoney hit Peterson Yang Etcher
36 $3 Scott 79 39 174 40
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1 160 100 4 Marshall 3s _
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c' � Laurence 0 del '� ' m ,g 20 Ronald 12 et 0 David s I esier60 Mahoney
e Mavis w .O n w Kay
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a38 $I 29�`h` r ,Man 40 60 atten a o 4t 3 40 " 80
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30 N I.rar�son
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38 75 ,� 3 40 Dale
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g Reuben Donald o q Mabel Larry dt Gerald a '
H & NN 00 Thompson Eleanor 20 35 q #
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r Lee r` Keith 14 u 8t M Benton
s d LE son stenret 74 U) Frances o Erickso a
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60th AVE CADY PAGE 24
oodvi 1
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a rehou
WILSON, WI and Distributing
Dry Vans - Reefers - Augers - Hoppers - Brokerage Dry, Refrigerated, f
Phone: (715) 698 -2442 and Cross Dock,
Fax: (715) 698 -2962 107 Hagen Drive • Woodville
Toll Free: 1- 800 - 219 -6926 Phone: (715) 698 -2712 • Fax: +
v
ST CROIX COUNTY
• SEPTIC TANK MAINTENANCE AGREEMENT
R
AND
\ L
' OWNERSHIP CERTIFICATION FORM
Oahw Buyer - M t, k o e, a S'1) ( S N 199(2
Mailing Address — 7 Z 0 o 1 IC ,j S
� ��
Property Address �►ae � (4 � v-? o� 1P�e.IZP
(Verification required from Planning Department for new co
qL1 - Q� �b to o
, Li
City/State W il5o;J W. ' S L1 Parcel Identification Numbe S
' n 63L4 - 10&2 - q5 ) I -N33 LEGAL DESCRIPTION
�,
�33 Z8•' is
Property Location _S E V4, S E- `/4, Sec. 2 . T ��� N -RAW, Town of S r�i" �� �1�.
Subdivision 0 S(� •� ate_ �z Q �a '� �A 0. `f 3 3A P eJ` . Lof # � ,
/0
Certified Survey Map # , Volume , Page #'�
4'4-1
Warranty Deed # t 1 , Volume 1 ° , Page #
Spec house ❑ yes ❑ no Lot lines identifiable El ❑ no
SYSTEM MAINTENANCE
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.
The property owner agrees to submit to St. Croix Zoning Department a certification form, signed by the owner and by a
mastcrplumber, journeyman plumber, restiictedplumber or a licensedpumper 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 Zoning Office within 30
days f the thre year exp' tioWdate.
i 1 &1 03
DATE
SIG OF APPLIC
OWNER CERTIFICATION
I (we) certify that all statements on this form are true to the best of my (our) knowledge. I (we) am (are) the owner(s) of
the property descn d abovs by virtue a w ty deed recorded in Register of Deeds Office.
SIGN OF APPLICANT
1 DATE
*+ * * ** Any information that is mis- represented may result in the sanitary permit being revoked by the Zoning Department.
* * * * **
** Include with 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
DOCUMENT NO. STATE BAIT OF Vi�ISCONSIN FORM 1 - 19sy THIS S PACE 095911V90 FOR RieoROltie oAYA
WARRANTY DEED
`� i'7a5 "'
4 I vor. 9 P "ce 5 _ REGISTER'S OFFICE
This Deed, made between . Bd1th. Sweitzer ,a /kIa_.8d1.th „ -, ST. CRT( CO.,, W1
Swietzer,_ .a /k /a Edith. Leibke . Sweitzer ,...a(k /a, Edith.,._ ,.. ! Recd for Record
Naria..Leibke , a /k / a $dith N.. Leibke JUL 2 31991
it
... .. Grantor, 1 ^ at $ :30 A. M
(1 ��
' ana .... Michael..J... Srigder g d .Sall y .. property .., nvt r .. husband
and. wife as. survivorship marital ... .. d
Register of peed]
......... Grantee. .
Witnesseth That the said Grantor, for a valuable consideration......
.__-
.......... .............................
.. _
conveys to Grantee the following described real estate in . Croix ...... RETURN To
County, State of Wisconsin:
Parcel #1: The Southeast Quarter of the Southeast
Quarter (SE 1/4 of SE 114) of Section T wenty- eigh Tax Parcel No ...................................
(28), Township Twenty nine North (29N) , Range
Fifteen (15) West. d 4,v>,k . 57,,A -v o
arcel # • That part of the Northeast Quarter of the Northeast Quarter
of NE 1/4) of Section Thirty three (33) Township Twenty nine (29) North,
Range Fifteen (15) West lying n orth of th e railroad right of way.
Parcel #3: That part of the Northwest Quarter of the Northeast Quarter (NW 1/4 of
NE 1/4) of Section Thirty three (33) Township Twenty nine (29) North, Range
Fifteen (15) west, lying north of the railroad right of way.
s 33• Z°! �s. `f 98� 2,.0'
a
C
coq / +
.` f 3A -04..o �
This . ....iS.- _......... .. homestead property. /, \ � /�� S% .0
(is) (is not)
Together with all and singular the hereditameuts and appurtenances thereunto belonging;
And ............. .... _ .......... ...... ... . ...... ..... ........
.........
warrants that the title is good, indefeasible in fee simple and free and clear of encumbrances except
easements, restrictions and rights o� way of record.
and will warrant and defend the same.
i
Dated this .... 18.., _ ........ ..................... day of . ....... ..... July........................... _............., 19..91 ..
_ ........... .... _... .... ....... ........ ... ................
(SEAL)... =3!1 r ......(SEAL)
................ ......... ....................... ....... ...... • .. Edith.. Sweitzer ...... .. .... .. .....
............................... ............................... (SEAL) .. (SEAL)
........... _.. ......... :......
AU �T ], HENTICATION ACKNOWLEDGMENT
Si�cnr +3tc- ef-.1�---- CSUSLVPLZ6'_.. - .-•- --_ --... STATE OF WISCONSIN
-- --
I �. SS.
_ .....
.............. ........................county.
i, authenticat th )0 ... day of. ... JUI- ! ............... 19.91. Personally came before me this ................day of
................................ ...................... .........................
............ ............................... 19........ the above named
............. ............................... ..... ...............................
•._Rober ,._Richardson
... ------ ........................................ . ................................ . ......
TITLE: MEDiBER STATE BAR OF WISCONS[N ................................................. ...............................
(If not . ............................. ...............................
authorized by $ 706.06, Wis. Stats.) to me known to be the person ............ who executed the
foregoing instrument aml acknowledge the same.
THIS INSTRUMENT WAS DRAFTED BY
................ ............................... I.... ...... ..... ..
Robert. J... ichardson...
Attorne a Law . •
.
S.prin-g.. WI..54767 i
.. .... . ............. Notary Public County, Wis.
!' (Sitzmatures may be authenticated or acknowledged. Both My Commission is permanent. (if not, state expiration
are not necessary.) date 19 ........1
.....................................
*Names of persons signing in any capacity should be type•l nr vrint.d hrh w their signadtres.
I 1
I
a►l[.11rs► STArE BAR WISCONSIN
• 74.8 Richard t j 204.7 H - , 40 =�, h �
• & Donna 120 40 F" Johnson 4! � v
Joanne Howard • 240 Haines Harold Rk a
.Forest Graham & B�tt� �°� cla *tee & • S °O Robert P
94.9 77.5 J : 111 Brandt W Z �q a c k e e 1 01 60 &Pamela r
`� )ackelm
J h Matthew Terry Paul . o Paul 40 Hld Fred Keil 90 • „` w
Faith gg so
CD raft• • C�ehlke 99 Larson Veenenda0 m & Branca i • Bran utzfeldt . & ria 40 L patra • ,
0 35.8. • 40 • +es • y 40 • GP • 41 •
° • J E 40 g g W �idh
• w
Gn;
3.4
t> a
D&C &Mari & Evel e • 16 loos Kao Yan � vua • St •
W 11 en Ste Muffet Vlllmari & y g ang & emg Ell ee Dwglas 8 • �*•�! " L
& 2° Farms Inc Y�g 39.3 69.5 & & Kathy.
`- •
w Raymond Jr nna Alkman , .. • , lFe .
• N on i &DB
&Susan Gnia Yee d, a J err y
.6 S "e �a Gesster 159 &Der Lo B 125 za.a 126m James &
MaeCaneel • HH War .'�'' •
79.9 Yang Tsuefu_ srwwn Carol
)ashes Sr 3 Frywn I ^ o Harold & Betty $ 80 Yang 1 Villman Carlos 59.9 Vincent McCarthh
& Mary o, 4 Fasching Brandt Farms Inc & Ruth s&K d l; & Sarah
Weyer Warren batter 120 • 237.6 79 Vasquez •21 Lyons 188
.7 Flume ga W 37.2 k2O ° 5 Fe"m St 73 &s,ma' o D)
ry • • 20 • es 1 ' � 3 i 120 00 • � nv
4 • Charles • • Thomas E
• 35.9 Ray •Daly Mahone g C O tt & ' 80 •40 Robert &Karen Kim Glass � t
M Nelson Tr 40 Y ap Eicher & Martha 397 40
f� t1 Dennis • Richard Oehlke Jack & Betty Richard Ma r zo Thomas & LOUaM DkSDyd, Meister
e p & Oehlke Blooam 120 �• C �P zo 4uarn 176 •ms 1V hus
75 o f b 100 4 146.4 2 75
160 & D ON y Victor & IWthnne G a j°hR • Chazles Howard arty & Mar
Mitchell • & Mary Harold ores Mahoney
Pac - 5 Bonita Mallets 160 c7 t aye zo Kildahl
%.2 4o Diana y Bloom Lawn etal 60 80 Lechner
w
Michelle Meech & n 11 i 4 • se"e"d Donald t~ F
• DOW Lee Leona J Mar
a
William Mellen 80 W � 74.6 tt & • & Sharon �t &Diana & Karen r � & w�
o • • • ' 80 • Spielman cfS • Locky K
erb W tutd 120 McGe C mta<
)A 5 36.6 0 43.3 40 16t] •40 y •
&& � Frank Leroy M ,!„ h & h)4a�rn • Charles T Bottles • s &r P
Bonit
•Roark & Lyla aTi & • Seim debt t�M Saiuek Woltman Hoppe B WaltersRobert O Mears 80 40 &M
37a Griffin ca� 188.5 29 " s 40 60 ; u Z 9 0 Prinsen Gerald 40 0 Pi
�
_ 1 109 Gerlach
Tin 80 59.7 &Frederick &lam Smith pe eta]'
K k G. is Lenertz Colbum Implement Co U O
36.1 80
a -; Willi
Irene Dou as 724 127 1 „ • Krue
38.4 n 75.5 Davis L of x„M m • '
UP e'r - s�y - Dam �k Robert
Robert ~ &'4r Arlene �p� Leon & �' ? 1 & L 9 0 & LO1S s � , 114
*8 5 & Linda • Nelson Vo da June 1
21.3 Kuhn & T e •Robert MCGrane
beI y s Michael 4 Dale
Dani • Ringsmd S ii d -^ Snyder & fl & Kim
r,
c ♦ 12 64 67.7 67 52 rl&H e? t 4 eta] Sny� :eimke • 120 • , 29
ben
Hemianson a+. • arold • • Larry • • za Richard Gerald •
• etux �� 39,6 Fryer 40 & Eleanor • 1la en ` s Euge
7s.3 ' Family Mabel Mouse] & •\ R eta] Lars
Bruce &Sharon Virgil & Ovila Trust Thompson Snyder A - 125.5 1� +
f Stang Trust 120 y ma er Allen
C 19.2 • 1 80
78.6 74.9 Iss 80 70 etuz 32
P` 105
Olsen sterhe 412
i David Keith �
• E Maynard & Avis EBefsor �� >. • Ml.
NN 'E • Rud Laverne & Rodne a & Martha Don Eitland 281 v . &Frances _ , 3
&Mary 96.5 D > & 1 °� • Kromrey RLeaf 0 128 Erickson Hol Sinz B 0 3 ` 12 0
Iverson d 4 N a Harold Ann ,g n
C) • a p uR m 5 � Ruhlig x 168.8 r Chris lames LL 80 V`t ° Peter
57.4 mo o, w• 2 • 4f U " m E: a dS Frye • �` • &Ellen &Debora 12 " �t ?
IahtW,ad 43.
A y S ti • R 40 mdbom 40 • 91 Phdli h • G�i • aaa 1
700 2800 2900 SEE PA= 22 3000 3100
Community eI I ne Partne,
State Bank M &I Bank is strong in resources to offer � and services available. We strive to keep p:
® bring you services that fit your life style.
' River Falls /103 S. 2nd St. /425 -8131 retail and commercial pro,
• Investment Services • '
Prescott/1049 North C -3241 • 24 -Hour Banking At Your Fingertips A
Ellsworth/388 W. Main St./273 -3940 • Convenience of 15 Bank Locatioi
Offices in: Altoona, Bloomer, Boyde, Chippewa Falls, Eau Claire, Fall Creek, Menomonie, and Thorp.
4 0 M &I Bank - your strong financial partner!
yr
It' At 0 H17A:;TAPK:IIY
- -r -i mitcA
HEA0 CAPACITY CURVE r irN[' ANI) • :"---'WAItKI\tJ
MODEL (915Z
50
F") MrIct X (,(A. OWE. '.';e.4 I J wu
40 zil /L
152.
0.1 '14 1 6 7 5? 19i
30
/.6 JA 129 42
0.7
85
0
4n
4— : -Ock o ri. 1.6( Ax i-t
20 40 Go 80 100
GALLON!
UlLkS
0 80 160 240 320
FLOW PER MNUTC ...
CONSULT FACTORY FOR SPECIAL APPLICATIONS
• Timed dosing panels available.
• Nvetrical alternators. for duplex systems, we available and suppiied with
an alarm
• variable level convoi switches are avatabie for controlling single phase
"Ms.
• Double pggytack variable level float switdies are avallabW for varlabw
level kwg and shod cycle oDnWs. , 1 � i J
• Sealed QyAk-Box available for witloor Installations. See FM1420.
J
• Over 130 (64 special quotation required, L(
1521153 39#11"
'16M JW. S 4 � noun I 1 ��
10" 4 4% AM AM ftylox Ouplex
�Z6- I'
AM lnakjw 2o(3
NM 4, 3 11 2or3
ON152 11 . g ..._ 1 5
E152 P9 — t
- FE4162 230 1 AU10 Included 2w3
Nibi 116 t NM
13N15J 115 1 ALW 10.5 lnckKw 20(3 MECTJON GUIDE
E153 , 230 1 Non t 1 2 or 3- 1. ftle pinyback v*rWv level float wAch or double piggyback variable lev4al float
L2E g3 ! M A& ed 2or3 switch. Refer to FM0477.
2. $4e 840712 for correct model of Electrical Alternator E4
All i of coWola. ~- 6ovkw and Wiring should W done W a %wiried 3, variable level control switch 10 -0225 used all a control activalor, specify duplex (3)
mcansad tWcvtJ& Al Comical and *041Y oodes should be fallomd Including the mug
m Nplignsi w6mc Coda (NEC) and the Occupations! 90my W k"M Ad (OSHA} or (4) float artern.
RESERVE POWERED DESIGN
For unusual conditions a reserve safety factor Is engineered into the design of every Zoeller pump.
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0 Copyriotit 2000 Zoeller Co. AN right5 reserved.