HomeMy WebLinkAbout018-1087-73-000A
~~
~~
Wisconsin Department of Commerce
Safety an~'uildiig Cli~ision
PRIVATE SEWAGE SYSTEM
INSPECTION REPORT
GENERAL INFORMATION (ATTACH TO PERMIT)
Personal information you provide may be used for secondary purposes [Privacy Law, s.75.04 (1)(m)].
Permit Holder's Name: City Village X Township
Zielsdorf, Gar ~ Hammond Townshi
CST BM Elev: Insp. BM Elev: BM Description:
lU~~ ~ IDD, U TL J Sim
TANK INFORMATION
TYPE MANUFACTURER CAPACITY
Septic
Dosing ~j ~~ ~ ~ ~~
Aeration
Holding
/ G tJ t'
TANK SETBACK INFORMATION I ~
TANK TO P/L ' WELL BLDG. Vent to Air Intake ROAD
Septic. ~~~ ~Ci~n ~ f ~~
Dosing
Aeration
Holding
i
PUMP/SIPHON INFORMATION
Manufacturer
~ Demand
~ ~~ ~ ~ ~
Model Number ~~.9
TDH Lift
~~ Friction Loss System Head TDH Ft
~ z.o~ o.~+
Forcemain Length
S ia. ~~
~ Dist. to Well
~
f 5
l
n
SOIL ABSORPTION SYSTEM
ELEVATION DATA
""""`'~ St. Croix
Sanitary Permit No:
430464 0
fate Plan ID No:
O 1 J~ . T•in~NS ~ ~~ . "
Parcel Tax No:
018-1087-73-000
Section/Town/Range/Map No:
20.29.17.693
STATION BS HI FS ELEV.
Benchmark
l3lYI
3.Zz
lo~,z
~o. ~
Alt. BM
Bldg. Sewer ~ 3 ~ 3 ~`%• I Z
SUHt Inlet
/yL
8q•O
SUHt Outlet
Dt Inlet
Dt Bottom pu/Yt-
/~ k
~ 7,
~....-
er an. !O
3 - q ~ 3,3 r
Dist. Pipe - `(D a
~
.32i
Bot. System ~. ~~
Final Grad; ~~ ~ ~ ~ { _.... ~
St Cover
'~,r G.zz `j7 U
BED/TRENCH Width ~ Length ~ No. Of Ticneges t G¢„L.Q PI IMENSIONS No. Of Pits In ' e th
DIMENSIONS ~ C?
( ~',1
c7(
/ !6
` s
SETBACK SYSTEM
TO !L
P BLDG WELL LAKElSTR LEACHING anufacturer:
-
INFORMATION AMBER O
Type Of System: ! t„ „r• rl0 ~
r~~..a~rU~ ~,~ .
y
~~>~ M er.
DISTRIBUTIO TEM (~ ~ t~~~t~ NId_ -{~.a .two,
Header/Manifold ~ Distribution ~ x Hole Size x Hole Spacing Vent to Air Intake
// Pi e s / ~ l~ ~Q // ~~
Lengt ~G+~ Dia Length~_ Dia_, Spacing~~d p a 3
SOIL OVER x Pressure Systems Only xx Mound Or At-Grade Systems Only
Depth Over Depth Over th of xx a dded ulched
ed/Trenc ente Bed/Trench Ed opsoil -
-' No
No
~
Cp M~ T Incl~,~de code discrepencies, persons present, etc.) Inspection #1;j(~_/~ !~_~. .Inspection #2: ~ l ~ l~
Location: 1646 87th Avenue Hammond, WI 54015 (SE 1/4 NW 1/4 20 T29N R17W) Hammond Oaks 1st Addition Lot 7 Parcel No: 20.29.17.693
ll,~. crwe~- . y~a~,rQ /~e-ri~ - (~~ Plum ~ _
1.) Alt BM Description = 5 •T• tM~'N. ~ y~bmy
2.) Bldg sewer length = ~ ZS ~ ~~ ~~ j~ !~~'L = ~~ Q /luvPiyt~
-amount of cover = I `~ ct,~ Sw ~ C ~ lOG
~~ 3 + rl` c;,t, ~~ C'7,,. s`F,r'f j ~ - j S (, `'~- ~i.~ U..t/N' ~P) ~ ~`('~' - """~
'L ` r i s~+, r ~ ~ d os,< f cwt, __, ~ /._ _~-__ __-- _ ,_ _ .
'~"-QJtI-""'. ~s~ -
Ian revision Required? ;_] Yes ~ No ~ 30 ~ S , ~T'~ ~"~ i ~ j f
Use other side for additional information. ! _ /~ v 0 _ ~ ~ ~t° ~/ G (7f~ i
SBD-6710 (R.3~/~)r' ~1l,,~I,, !~D ` ~~at~ Inpep~tor' Si~ rf .N-~~~~7 Cert. No.
Safety and Buildings Division County
~ • ~ 201 W. Washington Ave., P.O. Box 7162 d r X
ISCOIISIO Madison, WI 53707 - 7162 Sanitary Permit Number (ta be filled in by Co.)
Department of Commerce (~8) 266-3151 ~30
Sanitary Permit Application State Plan I.D. NGujm' ber
~~ I ~~
In accord with Comm 83.21, Wis. Adm. Code, personal infor /
may be used for secondary purposes Privacy Law, sl .04(1)~~(~` C~, P~~ oject Address (if diffe;etttA~ mailing address)
I. Application Information -Please Print All Information
'~- ~q~ ~ sN0 t`//
GC
Property Owner's Na me Z paz~l /{ O~ ~ /v ~
{
_ ~ ~~
+
~
Property Owner's M ailing Address ^°- -
~Y~n ATLA3 A~~ .,vr~2 G,ov/t N6Ts m . Property Location
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IVW !4
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State Zi
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S:s~ Phone Number
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(circle )
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ype o
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Building (check all that apply) , (
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2
~~~~ ~ 3 ~~ [.~ -'
1 or 2 Family Dwelling -Number of Bedrooms ~ aF Subdivision Name
CSM
Nu
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er
.
^ Public/Commercial -Describe Use _ f ,~Q]i(~tQi}
~QQ~tQ,P (if?? ~ll'1 /j ,,c
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~ M M ~~ ~ ~~`'~ ~sl `~ ~ _
~
^ State Owned -Describe Use %ST ~ ~ -' ^City
^Village~Township of /~.Qh/~
• / t' i _
III. Type of Permit: (Check only one bo on line A. Complete line B if applicable)
A' 19 New System
-----~- ^ Replacement System ^ Treatment/Holding Tank Replacement Only ^ Other Modification to Existing System
B. ^ Permit Renewal ^ Permit Revision ^ Change of ^ Permit Transfer to New List Previous Permit Number and Date Issued
Before Expiration Plumber Owner
][V. Type of POWTS System: (Ch all that a ply)
^ Non -Pressurized In-Ground Mound > 24 in. of suitable soil ^ Mound < 24 in. of suitable soil ^ At-Grade ^ Single Pass Sand Filter
^ Constructed Wetland ^ Pressurized In-Ground ^ Holding Tank ^ Peat Filter ^ Aerobic Treatment Unit ^ Recirculating Sand Filter
^ Recirculating Synthetic Media Filter ^ Leaching Chamber ^ Drip Line ^ Gravel-less Pipe ^ Other (explain)
V. Dis ersal/Treatment Area Information:
Design Flow (gpd) ~ign Soi] Application te(gpdsf) Dispersal Area R uired (sf) Dispersal Area roposed (sf) System Elevation
~(S O t• o ail
~` '"
~ ~ ~SD /~Z 45d ~Ib~ ~ 97
7 ~
,
~ ~
VI. Tank Info Capacity in Total Number nu acturer ^refab Site Steel Fiber Plastic
Gallons Gallons of Units ' , 1
2 il~~~ ~ y.. Concrete Constructed Glass
N E
i
i /
Vv
i
~
ew
Tanks x
st
ng
Tanks ~
~
/
Septic or Holding Tank ~~ '
L..7~. VK.. C~ M
Aerobic Treatment Unit
Dosing Chamber
VII. Responsibility Statement- I, the undersigned, assume responsibility for installation of the POWTS shown on the attached plans.
Plumber's Na me (Print) Plumber's Si gnature MP/MPRS Number Business Phone Number
w~~ciain ~~t/ty~ w~t.=~ D. /33904 7/S-~ca-S33~
Plumber's Addre ss (Street, City, State, Zip Code)
wt~7 ~y57't,~ ~~ ~° .~ Sys
VII Count /De artment Use Onl
Approved ^ Disapproved Sanitary Permit Fee tncludes Groundwater
rU
~' Dat Issued ssuing Agent afore Stamps)
^ Owner Given Reason for Denial r
Surcharge Fee)
~ ~ ' ~ l0
Z / ~ 3 ~
L~C%C~~
IX. t' pproval/Reasons for Disapproval
YS~t°~M tom` nP~~. ~{ w Oz'v~'~-ate/ C
Septic tank, effluent filter and C4'l~~ ~(~.SZ ~~ ~ (,i1.y.=, ,M ~l
Y"`~'Ot~
C~r,
~S ~
~
_
-.
_.._
1
dispersal cell must all be sernced I malnffamed
N /9~2~/a3
-
~
~
Cd
j1
-
as per management plan provided by plumber.
All setback requirements must be maintained rf 1 ~ J`~ ~ ~ X17 ' ~l~l (~
as per applicable codelordinances~yht/~Yl. ~ (~3 _I \ ~j,' I f L~li,.,,ec
3 - ~ S 9 Z D3 G~,C
SBD-6398 (R. 01/03)
arurcu complete piahtk (to the County only) for the system on Japer dot less than 81/2 x 11 inches~s~k rR--1%)/Jrt,~,Jj"
r l,,y't~ r Lr~y
$Cdle 1 "_ ~~ ~
Page 3 o f ~
\ S.Z ~
aS ~?. ot~,~ '
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Do t,~pT ~Ul~.pfl~-T ~S ' _
ovZ ~ l~ ~ ~ ~ ~ ~" .
~~ ~ ~~ ,~i
~~ ,
j ~,3 ~ ~t 3°~0
t~l~ //~
°!S zg' p~c~
Z'~ PVC F ~,
P SZ
~ B~ t~-Z
_ ~ - :.
~M ~-1 =._~~ 1.0:0 ~ ~_~ _ ~~ : QF
_v~? Lam.- =~_'C~1_ $~-_~ -S o~` ~~1 ~
r~
~.~ 8-1 7N-- by V ~J _
NOTES• ~~~
1. Elevations shown are existing ground elevations unless otherwise noted.
2. Install 4" observation pipes with approved caps..( Z required).
3. Septic-tank to be~poo_~~ gallon capacity manufactured by
W ~~ L~ ~~ e~~~' w LP ti~~ l6 S ~ ~ R~~w/ F~ ~80o ZrcB~z ~i ~`~R
4. $ench mark ~ _ S ~ PCt3oV~ -.
5. Divert surface water around system to prevent ponding at the uphill side.
~~ l3~Dl~
r
lS2 `
'n
isconsin
Department of Commerce
September 25, 2003
CUST ID No.267341
ARTHUR L WEGERER
WEGERER SOIL TESTING & DESIGN SERVICE
PO BOX 74
RIVER FALLS WI 54022
CONDITIONAL APPROVAL
PLAN APPROVAL EXPIRES: 09/25/2005
SITE:
Gary Zielsdorf
87TH Ave
Town of Hammond
St Croix County
SE1/4, NW1/4, S20, T29N, R17W
FOR:
Description: Three Bedroom Mound System
Object Type: POWT System Regulated Object ID No.: 921724
~y3o~6~
Identification Numbers
Transaction ID No. 920158
Site ID No. 665356
Please refer to both identification numbers,
above, in all correspondence with the agency.
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 COhdlt~
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: DEPARTMENT t
General Approval Requirements: `/ ~ON O~F SAF~ET
• This system is to be constructed and located in accordance with the enclosed approved plans and with they` ~~=~d-"`"-
"Mound Component Manual for Septic Tank Effluent for Private Onsite Wastewater Systems" SBD-10572-P SEE CORRE:
(R.6/99) and the "Pressure Distribution Component Manual for Private Onsite Wastewater Treatment Systems"
SBD-10573-P (R.o/99).
• Per manual cited above, limited activities are allowed in the area 15 feet down slope of the component area.
Soil compaction, excavation, vehicular traffic and other similar activities that impact the treatment and dispersal
are prohibited.
• The well must be a minimum of 25 feet from any POWTS tank, and a minimum of 50 feet from the absorption
area. chs. NR 811 & 812c
• 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 inspection shall be made with the
designated county official in accordance with the provisions of Sec. 145.20(2)(d), Wis. Stat
~~~~~~~~
~I-f .J 13 (_UIJ~
Si, ~ _..
~ ~.,
Safety and Buildings
4003 N KINNEY COULEE RD
LA CROSSE WI 54601-1831
TDD #: (608) 264-8777
www.commerce.state.wi.us/sb
www.wisconsin.gov
Jim Doyle, Governor
Cory L. Nettles, Secretary
ATTN: POWTS Inspector
ZONING OFFICE
ST CROIX COUNTY SPIA
1101 CARMICHAEL RD
HUDSON WI 54016
• Comm 83.22(7) 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.
ARTHUR L WEGERER
Owner Responsibilities:
Page 2 9/25/03
• Comm 83.52 Responsibilities. The owner of a POWTS shall be responsible for ensuring that the operation and
maintenance of the POWTS occurs in accordance with this chapter and the approved management plan under s.
Comm 83.54(1).
• Comm 83.52(2) A POWTS that is not maintained in accordance with the approved management plan or as
required under s. Comm 83.54(4) shall be considered a human health hazard.
• Comm 83.55 The owner is responsible for submitting a maintenance verification report acceptable to the
county for maintenance tracking purposes. Reports shall be submitted at intervals appropriate for the
component(s) utilized in the POWTS.
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, operation or maintenance of the POWTS.
Sincerely,
~~~~~G~' ~~,%~
Charles L Bratz
POWTS Reviewer II ,Integrated Services
(608)789-7893 , 7:45 am - 4:30 pm Monday -Friday
cbratz@commerce. state.wi.us
Fee Required $ 175.00
Fee Received $ 175.00
Balance Due $ 0.00
WiSMART code: 7633
cc: Leroy G Jansky, Wastewater Specialist, (715) 726-2544
,~~
TITLE SHEET ~4~ ~ of ~
S'~
FOUND SYSTEM p `
FOR sqF~~ 9 loo.
A 3 BEDROOM RESIDENCE
e~o~s ''rr
This plan has been prepared in accordance faith the MoundD~ll~nponent
Manual SBD-1057 P and the Pressure Distribution Manual SBD-10573-P
C(Z_ blgq~ .' Ctz. 6t44~
LOCATED IN THE S L 1 /4 OF THE Nw 1 /4 OF SECTION Z-0 , T Z q N, R I7 6d,
TOT~Tid OF L`~~^'11~10iy~ ', ST. C.Ccrv 1X COUNTY, WISCONSIN.
L u T~ 3 U -= t•-1-A w1 M ~ iv1~ O~l-1•zS _ l 5~' _ ~9-D D
INDEX
PAGE 1 of 7 TITLE SHEET
PAGE 2 Of 7 SYSTEI~1 rIAI~TAGEi•1ENT FLA~,T
PAGE 3 of 7 PLOT PLAN
PAGE 4 of 7 PLAN VIEid-CROSS SECTION
- PAGE 5 of 7 DISTRIBUTION PIPE LAYOUT
PAGE 6 of 7 PUI•iPING CHAt1BER CROSS SECTION
PAGE 7 of 7 PUMP PERFORI.IANCE CURVE
PREPARED FOR
G t~Q,`-j Z l its oo ~ 1
4 `1Z~ ~~S 'RV ~tvU~
'ally
~~
'MMfR~E
PREPARED BY 9-~~~viNgs
fi
WEGEF~ER Sv IL .TESTING 'NpE
AND . ~ E
DES = GN S~F?V I CE
P.O. Box 74 421 Id.Tlain.St.
River Falls, ~dI 54022
Phone 715-425-0165
Fax 715-425-6864
~4
~- ~~~~ ~~5~~ ~
t' aFltNS~c ,
wLG[it~p
~ DP75 p _
~o C~ V~ lJ~~
cl --$ --0 ~
JOB N0. C7 3- L CEO
iviouna System Management Plan
Pursuant to Comm 83.54, Wis. Adm. Code Page ~-~`of 7
• Septi-----c T- ank
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 be approved for septic tank use by the Department of Commerce, Safety and
Buildings Division.
Pum-° Tank "
The pump (dosing) tank shall be inspected at least once every 3 years. All switches, alarms, and pumps shall be tested to
verify proper operation. If an effluent filter is installed within the tank it shall be. inspected and serviced as necessary.
Mound and Pressure Distribution S tem '
No trees or shrubs should be planted on the mound. Plantings may be made around the mound's perimeter, and the mound
shall be seeded and mulched as necessary to prevent erosion and to provide some protection from frost penetration. Traffic
(other than for vegetative maintenance) on the mound is not recommended since soil compaction may hinder aeration of the
infiltrative surface within the mound and snow compaction in the winter will promote frost penetration. Cold weather
installations (October-February) dictate that the mound be heavily mulched for frost protection.
Influent quality into the mound system may not exceed 220 mg/L GODS, 150 mg/L TSS, and 30 mg/L FOG. Influent flow may
not exceed maximum design flow specified in the permit for this installation.
The pressure distribution system is provided with a flushing point at the end of each lateral, and it is recommended that each
lateral be flushed of accumulated solids at least once every 18 months. When a pressure test is performed it should be
compared to the initial test when the system was installed to determine if orifice clogging has occurred and 'rf 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)] arid local or state rules pertaining to system maintenance and maintenance
reporting. •_
No one should ever enter a septic or pump tank since dangerous gases may be present that could cause death. Septic and
pump tank abandonment shall be in accordance with Comm 83.33, Wis. Adm. Code when the tanks are no longer used as
POWTS components.
Septic or pump tank manhole risers, access risers and covers should be inspected for water tightness and soundness. Access
openings used for service and assessment shall be sealed watertight upon the complet;on of service. Any opening deemed
unsound, defective, or subject to failure must be replaced. Exposed access openings greater than 8-inches in diameter shall
be secured by an effective locking device to prevent accidental or unauthorized entry into a tank or component.
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
immediately repaired or replaced with a component of the same or equal performance.
If the mound component fails to accept wastewater or begins to discharge wastewater to the ground surface, ft will be repaired _
or replaced in its' present location by increasing basal area if toe leakage occurs or by 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 about the operation or maintenance of this system should be directed to:
The County Zoning -Office at 1 ~S-. ~R `p"- ~( ~,~0 ST. °L.~ l)C '
The system installer at "
.
~ _. _
ThQ tank manufacturer at $`[J~"-3ZS- ~~.~(~ LJ~~ts-(Z
The effluent filter manufacturer at = ~0~-~cZ.~- S~~Z Z~E3~
The pump manufacturer at _.~ Ll ~4 ; ~ - ) )~1~ ______ -1'`~ItZ ~5-- -
PLOT PLAN
.page 3 o f ~
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_ _._. _~
NOTES : ._
1. Elevations shown are existing ground elevations unless otherwise noted.
2. Install 4".observation pipes with approved caps. ( Z required).
3. Septic tank to be~poo~~ gallon capacity manufactured by
~%~? { N'S L~ ~kl e~~~ w ~~ toov ~6 s ~ ~ 2 ~w/ ~ ~F3o~ Z~R~z- ~ ~~
4 . $ench mark ~ = S ~ PCt3oV~
~. Divert surface water around system to prevent ponding at the uphill side.
~' Page ~ Or _7
Approves S~ thetic Coverinc\
ASTii C33 '
e ium Sand
Topsail
_JI
istribution Fipe
9~-~"- y
~3~rV! ~s
_~ F
--,-:; ~-
E "' _
~. °a Slope ~,
Distribution Cell of ~ Force Main
Z" to 22" Aggre;ate From Pump
CROSS SECTION OF A MOUND SYSTEM
Linear Loading Rate=cl •~GpD/LN FT
Desicn Loading Rate=~ , y GPD/SQ FT
afi't~t-
• L
• <
A ~ Ft.
8 Sc~ Ft.
I ~3 Ft.
J ~ Ft.
K 8 Ft.
L {~ ~ Ft .
W Z 0 Ft.
G
`. Elev . "l ~ . 7
Flowed
Layer
D o~~ Ft.
E p.Q1 Ft.
F O-S F~.
~ D- S Ft.
};~ 1. ~ Ft.
~~ .~.~ GP.411~--
_ ~
K~sa L ~ ~( -- ! ! 2S
ic~a 0
~ -Observation Pipe
E ~ K
A o--~-- ~ .8--- --------- -------------- ------• -
_ .~- 6 _ ~, Force Main
w L--~-- - _-_- ------__----! L ~~
~~ ;~
Distribution ~ ~ ~ ~ „ ~ n
Cell of a to 2z
Pipe
~ aggregate
Observation. Pipe
U-acscr sec~srely)
--;
' ' - PLAN VIEW OF A MOUND SYSTE.4 ,
5
Distribution Pipe Layout
!~- L'PrN V ~ ~
P -~ ~- r~c:~s sox
o- _ `
- -o
hYs1~1F-0~O
a- --
i
o- _
PvCwQC~ ~~ ---v
Place the holes at the bottom of the distribution pipes
at equal spacing. Remove all burrs from the pipe and 'holes.
Extend the end of each lateral up with the use of long turn or 4S° fitting to a point within fix .
inches of the final grade. Terminate the ends of the laterals with a valve;~threaded cap or
. threaded plug. Provide access from final grade for the valve, threaded can or threaded plug, '
r LCC`Sg BOX~.._
T`-t P_ 1 cry L . ~,iZ~S S . s~~p t~
Svc, FuC ~vC
Lateral Manifold Lateral
x x x x x2 x!1
x x x x
Lateral Length - Lateral Length - p
~~
P Z ~ Ft.
S 3 Ft.
X Z.31nchps
Page S of ~
_ ~q
Hole Diameter ~~ Inch ~ -~~
Lateral ~ ~ Inches)
Manifold " 1~~ ZInches
.Force Main " ~ Inches
~ of holes/pipe ~'-~
Invert Elevation of.Laterais~ B~~ Ft.
13Xo,y1 = S.33x6 _ 31.gg
_ ; - Combination Sept~.c~•Tank and •
' ' PUMP CHAMBER CROSS SECTION ARID SPECIFICATIONS ' PAGE C7 OF ~
. _.~:
• ;-
-VENT CAP ~ WEATHER Pi000F
• J1JIJCTIOIJ 80X .
ti C.Z. VEN7 PIPC ~ APPROVED LOCKING
~ ].Q' FROM DOOR, MAlJHOLE COVER tvl'~{
:i~A100W OR FRESH ~ wAR.tJI-JG L14g1;(,,,
~3P~lorJ P IPEr A,~IAITAKE , t ~ ca.~Du~r `
w /PrtRTI s ttT" trrP ~ ,
' ~ •• ~ I
. ._ i
' F! IU ism 6''^w. . ~- ~ 6 ~ ~ I Y~ xlN.
~ ~cvE
j ~ ~ ~ _ _ I B' /+111,1.
la'nIN. ~ ~ __________
~~~
. ~ _
• _.. _ ~',
11JL.ET ~" PROVIDE I ___ "_'
i~ :~~ ~
•• ~~ ~j"AiRTIGHT SEAL I I I
Approved ~- ~~~ °A~ I IIf APProved
I
'o
i
n
J t iv/ ~_~~~o I Joint w/
I II ALARM PVC pipe
PVC pipe b ~I I(
I
1 I oN
c •I I
CLCY.SOI.OOf~ --~
PUMP -~
` OfF
D
• CDUCRETE
• ~,Z,~V,~B`~.b(~ ~ DLOCK
ti.
RISCR EXIT PERMITTED OIJLy IF TANK MANUFACTURER HAS SUGH APPROVAL 3"ApPQo%Fn_
. ~8F00 I N 4
SEPTIC F SPECIFICATfO1~IS _
DOSE ~c ice' •
TAUK MArJUFACTURCR:w`~~- ~UCt,-~ tom. y~~gER OF DOSES: S- Z ,.
• W~-P 1D~ /OSI~ PER DA.,
TAI.lK ,IZC: 1 ~~~~GgLLp-JS DO$C vOLUME r '
ALARM MAUUFACTURCR: S•~-~~~`t ICU ~~T~S IAICLUOIIJ6 OACKFIDW: ~ ~ Z GALLOht:
MODEL -JUMSER: l~ ~ ~w C~PAUTIES: ~_ 1~ 3
~rn (~, INCHES OR u 6 GALLOys
SWITCH T~PC: ~~„~~- 1 ~f
1'"I `I L1ZS 8 = /Z INCHES'OR 3_L G(~LLOIJS
PUMP MANUFAGTURCR: C= 6 IAICHES OR 1O Z GAL~pNS
MODEL NUMBER: ~~ ~'~
p= ~Z1~-I HE R Zu GALLOAJS
SWITCH TYPE: _ ~~1ZL°~Z~{ iJOTE: PUMP AU~v ~~ ~'L
D L
-.__ A ARM ARE TO DL
MIAItMUM DISCHARGE RATE 3t' ~ ~ GPM INSTALLED OKI SEPARATC CIRCUIT
yERTICAL DIFFERENCE DETWCEU PUMP OfF A1.IO,.DISTRIBUTIOW PIPE.. G "?'~ FEET fi't`
+ KIrvIMUM t~IETWORK SUPPL`~ .PRESSURE , ... , ~?~ SD 'FE.ET ~,Okl~ 3 g j ~'~~
'~" ---.~._ FEET OF FORCE MAIN X ~ ~~~' F~ Z. O
100 FCFRICT101J FACTOR.. FEET ~~ /
• TOTAL Dy1JAMIC. HEAD = 11'~ g FEET `~~i
As per manufacturer 1~.0 gal/in. Liquid depth 3~'ti •
' ~
3 r~
ME40 Series
4/10 HP Effluent
and Drain Water Pumps
Performance Curve
40
35
MODEL ME40 EFFLUENT PUMP
CAPACITYf LITERS PER MINUTE '
0 50 100 150 200 250 300 350
W 30
W
W
~ 25
t~ 20
J
~ 15
H
10
5
0
12
10 N
W
E-
W
8 E
Z
~,
6 Q~
W
2
J
4 ta-
O
H
2
0
0 10 20 30 40 50 60 70 80 90 100
CAPACITY GALLONS PER MINUTE
110'1 Myers Parkway, Ashland, Ohio 44805-1923
~: 419/289-1144 FAX 419/289-6658 Telex 98-7443
K;siZti 7/91
Printed in U.S.A.
.Wj~nsinDepartmentofCommerce SOIL AND SITE.EVALUATION
Division of Safety and Buildings in accord with Comm 83.05, Wis. Adm. Code
Page 1 of 3
Gustum Septic Service
Attach complete site plan on paper not less than 8%: x 11 inches in size. Plan must County
inGude, but not limited to: vertical and horizontal reference point (BM), direction and St. Croix
percent slope, scale or dimernsions, north arrow, and location,and distance to nearest road. parcel I.D.# ~ ,~
!S~
~ 3
/~ ~~
APPLICANT INFORMATION - Pl
~t'al/i
lo
ai
' _
`
prr
r
rm
gn.
eas~ '
Personal information you provide may be used for ndary purpo (Privacy Law, s, 15.04 (1) (m)). ~~ Q~te
Re
ed y
/ ~ ~~
Property Owner r " ~ ~ .. ~ ~ Pknperty Location
Humblyd Land Corporation / ' Gott. Lot n/a SE 1/4 NW 1/4 S 20 T 29 N,R 17 W
Property Owner's Mailing Address _ r ,, , . , ~ Lo ~
~ lock # Subd. Name or CSM# / ~-r--
332 Minnesota Street, East 14 Y . ~{~ ,, 1 . n/a Hammond Oaks2~D Addition
__
City State p Code Photi~~l}~peq - _
_
~ {City ^ Village Town Nearest Road
Saint Paul MN Q1 ' ~$~ ._',, Hammond ~ 160Th Street
^ Resid~ntia~'LN~tmbgrpfb~ !~~ ms 3 ^Addition to existing building
^ New Construction
Use:
^ Replacement ^ Public ortxCne>~Cial.~e~ribe
Code Derived daily flow 450 gpd Recommended design loading rate •5 bed, gpd/ft2 .6 trench, gpd/ft2
Absorption area required 900 bed, ftz 750 trench, ft2 Maximum design loading rate .5 bed, gpd/ftZ .6 trench, gpolftZ
Recommended infiltration surface elevation(s) along 97.0' contour ft (as referred to site plan benchmark)
Additional design !site considerations BIv12 = 97.2'
Parent material ground moraines Flood lain elevation, if a livable n/a ft
S=Suitable fOr system Conventional Mound In-Ground Pressure AT-Grade System in Fill Holding Tank
U=Unsuitable for system ^ S ®U ®S ^ u ^ S ®U ^ S ®U ^ S ®U ^ S ® U
SOIL DESCRIPTION REPORT
Boring#
1
Ground
elev
97.2' fl
Depth to
limiting
factor
29"
2
Ground
elev
96.1' ft
Depth to
limiting
factor
28'
H
i Depth Dominant Color Mottles
T
t Structure
Consisten
Bounda
Roots GPD/ftz
or
zon in. Munsell Qu. Sz. Cont. Color ex
ure Gr ~ ~ ry Bed ;Trench
1 0-10 10yr3/2 none sil 2msbk mvfr as lf,lm 0.5 0.6
2 10-14 10yr4/4 none sil 2msbk mvfr cw if 0.5 0.6
3 14-18 7.Syr4/4 none gr. sil 2msbk mvfr cw - 0.5 0.6
4 18-25 7.Syr4/6 none gr. sil 2msbk mfr cw - 0.5 0.6
5 25-29 7.Syr4/6 none gr. sl 2msbk mvfr cw - 0.5 0.6
6 29-35 7.Syr4/6 c2 ~ S 10yr7/2 gr. sl 2msbk mfr - - 0.5 0.6
Remarks:
1 0-7 lOyr3/2 none sil 2msbk mvfr as 1f,lm 0.5 0.6
2 7-13 7.Syr4/4 none sil 2msbk mvfr cw if 0.5 0.6
3 13-17 7.Syr4/6 none sil 2msbk mfr cw - 0.5 0.6
4 17- .Syr4/6 none gr. sl 2msbk mfr cw - 0.5 0.6
5 28-35 7.5 4/6
3'r' c2-3d lOvr7/2
7.Syr5/8 scl
t~'• 2msbk mfr - - 0.4 0.5
Remarks:
CST Name (Please Print) Signature: ~`~ ~!,/~ Telephone No.
Tom Gustum ~'`6 ~- -~L~d 715-658-1344
Address Gustum Septic Service Date CST Number Ref #
N13450 937th St., New Auburn, WI 54757 3/1/00 227618 1177
..
PROPERTY OWNER xumbud land Corporatioq_..__ _ _ ____ SOIL DESCRIPTION REPORT
PARCEL LD.#
3
Ground
elev
97.2' ft
Depth to
limiting
factor
31'
stn page_-? ~~;,` _3_," .
n.......... a-..:., ee...:..~
Honzon Depth Dominant Color Mottles
Texture Structure
sistence
Boundary
Roots GPDi'ftz
in. Munsell Qu. Sz. Cunt Color ~ ~ ~ Bed ~ Trench
1 0-7 IOyr3/2 none sit 2msbk mvfr as 2f,lm 0.5 ~ 0.6
2 7-12 10yr3/3 none sit 2msbk mvfr cw if 0.5 0.6
3 12-18 10yr4/6 none gr. sl 2msbk mvfr cw - 0.5 ~ 0.6
4 18-31 10 5/6 none g.ls lmsbk mvfr cw - 0.7 0.8
5
31-39
10yr5/6 c2-3d 10yf1/2
7,gyr5/g
gr. scl
2msbk
mvfi
-
-
n.p. ~ n.p.
I~CIIIGI IW.
Ground
elev
Depth to
limiting
factior
Ground
elev
Depth to
limiting
factor
~., ..,
Ground
elev
Depth to -- --
limiting
factor - __--- - --- ----- ---
Remarks•
~»
m
c ~
--
~
I
~ ~
C
Property Line
0
~ a
co
i
o
~
Contour
96.1'
`~'' m°'
N
~
O
~
~ ~
Z7
O ~
~ C
Contour 97.0'
Contour 97.2'
~ ~~
~ ~w
N N
cD W ~
~
~
N ~
CTS C
Property Line
~ ~
~ ~ ~
~ ~ N
n
~'
i ~
n ~~ u
m m cn
m m ~
o ~ < ~ m
~ S W m
cD
~ n
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rv o ~ o
~ ~ _ o z
0 0
cn o
cn C
w mo i i
o
0 ~
0
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(/) ~ ~ ~
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C
^
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mo. c z -C
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ST CROIX CVUNTX
SEPTIC TANK MAINTENANCE AGREEMEN"I-
AND
OWNERSHIP CERTIFICATION FORM
OwnerBuycr _~7 /~ 2" ~_2~5 D 02 P ~---------
- -_ _ _ _ _ _
8`l~v Av
MatlinR Address ,, _ _7J~Y' ~ ~J~ ,~~ rho
7f1 ss~ ?7
Property Address / 6 ~/ (~ ~ 7 ~ /Lt f (~ ~1'I _~1~ 1V_l7 _~t/ ~__ __ _
(Verification required from Planning Department for new constructton)___~,
~' 7~~-
City/State ~P11'I~pNp t.J j Parcel Identification Number ___D~T~ /0~7~ '73 .. poo
I..~GAL p)ESCRI~'~'ION
Property Location ~_C__ `/,, NG~ '/., Sec. ~D , T__~N-R1~__W, "Town of _~Lf~1~1/!~Q/f/
Subdivision __ ~IM/N 0 N ~ OQ ______ ,Lot # _~/ 3_.
Certified Survey Map #
Volume
Page #
Warranty Deed # __ ~~~ 3y Volume ~e7 ,Page It .~y
- Spcc house O yes [~, no
Lot lines identifiable [,K( yes L~7 no
SYSTEM MAINTENANCE
Improper use and maintenance of your scpne system could result in iu premature failure to handle wastes. Yropcr maintenanc
consists of pumpuag out the septic tank every three years or sooner, if needed by a licensed pumper. What you put into the systcr
can atTect the function of the septic tack as a treatrncnt stage is the waste disposal system.
The proptrty owner agrees to submit to St. Croix Zoning Department a ccrnficahon form, signed by the owner and by
master plumber, journeymanplutnber, rrstnctcdplumber or a licensedptunpcr vtrifyingthat (1) the on-site wastewaterdtsposal systcr
is in proper operating condition artd/or (2) after inspection and pumping (if necessary), the septic tank is less than 1/3 full of sludge
Uwe, the undcr3igned have read the above requirements and agree to maintain the private sewage disposal system with the standard
set forth, herein, as set by the Department of Commerce and the Departrncnt of Natural Resources, State of Wisconsin. C;eruficano
stating that yotu septic system has been maintained must be completed and returned to the St. Croix County "Coning Uftice withui 3i
dagy~s of the three year expiration daft.
"7s ~ ~v __J3__ b~
s1cwA APP1rICANT HATE
OWNER CE)ftTIFICATION
I (we) certify ihat all statemetlts on this form arc true to the best of mY (our) knowledge I (we) am (are) the o~rner(s) n
~~ ProIK ove, by ~rrtue of a warranty deed recorded in Register of Dccds OfT"ice
11Z ~~ -° 3
SI A OF ~- LICANT DATE
""" Any information that is mis-ropreseated rosy result in the sanitary permit being revoked ny the Coning Dcpartrncnt
"Include with thin applleaUon a :tarrrped warranty decd from the Register of Deeds office
a copy of tfie certified survey trap if reference rs made in the warranty deed
. •` POWTS OWNER'S MANUAL & MANAGEMENT PLAN Page ~ of Z
rat mrurtmA i wN
Owner G
Permit # y ~ ~ ~
~;
DESIGN PARAMETERS
Number of Bedrooms 3 ^ NA
Number of Public Facility Units NA
Estimated flow (average) ~ al/day
Design flow (peak-, (Estimated x 1.5) ~ al/day
Soil Application Rate al/da /ftz
Standard Influent/Effluent Quality Monthly average'
a ~ _30 mg/L
Biochemical Oxygen Demand (BOD5) 5220 mg/L ^ NA
Total Suspended Solids ITSS) 5150 mg/L
Pretreated Effluent Quality Monthly average
Biochemical Oxygen Demand (BOD5) 530 mg/L
Total Suspended Solids ITSS) _<30 mg/L ~ NA
-
Fecal Coliform (geometric mean) _<10° c 100m1 /
Maximum Effluent Particle Size Y8 in dia. ^ NA
Other: ^ NA
*'Values typical for domestic wastewater and septic tank effluent.
MAINTENANCE SCHEDULE
SYSTEM SPECIFICATIONS
Septic Tank Capacity Q al ^ NA
Septic Tank Manufacturer ~~ ~-2 ^ NA
Effluent Filter Manufacturer L ^ NA
Effluent Filter Model ~ Dp ^ NA
Pump Tank Capacity al ^ NA
Pump Tank Manufacturer W I~ ~i2 ^ NA
Pump Manufacturer ~2 ^ NA
Pump Model /y~ E ~ ^ NA
Pretreatment Unit
^ Sand/Gravel Filter
^ Mechanical Aeration
^ Disinfection
^ Peat Filter
^ Wetland
^ Other: A
Dispersal Cell(s)
^ In-Ground (gravity)
^ At-Grade
^ Drip-Line ^ NA
^ In-Ground (pressurized)
~-Mound
^ Other:
Other: ^ NA
Other: ^ NA
Other: ^ NA
Service Event Service Frequency
Inspect condition of tankls-
At least once every: ^ monthls) (Maximum 3 years)
2- 3 earls) ^ NA
Pump out contents of tankls) When combined sludge and scum equals one-third (Y3) of tank volume ^ NA
Inspect dispersal cell(s) At least once every: Z_ ^monthls) (Maximum 3 years)
`6,~ryearls) ^ NA
Clean effluent filter
At least once every: ^ monthls)
/ - Z yearls) ^ NAB
Inspect pump, pump controls & alarm
At least once every: ^ month(s)
^yearls) ^ NA
Flush laterals and pressure test At least once every: ^ month(s)
^ year(s) ^ NA
~~r' At least once every: p yea~lsl1sl ^ NA
Other: ^ NA
MAINTENANCE INSTRUCTIONS
Inspections of tanks and dispersal cells shall be made by an individual carrying one of the following licenses or certifications:
Master Plumber; Master Plumber Restricted Sewer; POWTS Inspector; POWTS Maintainer; Septage Servicing Operator. Tank
inspections must include a visual inspection of the tankls) to identify any missing or broken hardware, identify any cracks or leaks,
measure the volume of combined sludge and scum and to check for any back up or ponding of effluent on the ground surface.
The dispersal cell(s) shall be visually inspected to check the effluent levels in the observation pipes and to check for any ponding
of effluent on the ground surface. The ponding of effluent on the ground surface may indicate .a failing. condition end requires the
immediate notification of the local regulatory authority. ~ ' `: - ,
When the combined accumulation of sludge and scum in any tank equals one-third `1Y3-~br more °of tie tanCS volume, the entire
contents of the tank shall be removed by a Septage Servicing Operator and disposed of in accordance with chapter NR 113,
Wisconsin Administrative Code.
All other servi6es, iricluding but not~fimited to the servicing of effluent filters, mechanical or pressurized components, pretreatment
units, and any servicing°~t inteni~ls„Qf 512 months, shall be performed by a certified POWTS Maintainer.
A service report shall be provided to the local regulatory authority within 10 days of completion of any service event.
GMW (4/011
Page !!of ~•~
START UP AND OPERATION
For new construction, prior to use of the POWTS check treatment tank(s) for the presence of painting products or other chemicals
that may impede the treatment process and/or damage the dispersal cellls-. If high concentrations are detected have the contents
of the tanklsl removed by a septage servicing operator prior to use.
System start up shall not occur when soil conditions are frozen at the infiltrative surface.
During power outages pump tanks may fill above normal highwater levels. When power is restored the excess wastewater will be
discharged to the dispersal cellls) in one large dose, overloading the cellls) and may result in the backup or surface discharge of
effluent. To avoid this situation have the contents of the pump tank removed by a Septage Servicing Operator prior to restoring
power to the effluent pump or contact a Plumber or POWTS Maintainer to assist in manually operating the pump controls to
restore normal levels within the pump tank.
Do not drive or park vehicles over tanks and dispersal cells. Do not drive or park over, or otherwise disturb or compact, the area
within 15 feet down slope of any mound or at-grade soil absorption area.
Reduction or elimination of the following from the wastewater stream may improve the performance and prolong the life of the
POWTS: antibiotics; baby wipes; cigarette butts; condoms; cotton swabs; degreasers; dental floss; diapers; disinfectants; fat;
foundation drain (sump pump) water; fruit and vegetable peelings; gasoline; grease; herbicides; meat scraps; medications; oil;
painting products; pesticides; sanitary napkins; tampons; and water softener brine.
ABANDONMENT
When the POWTS fails and/or is permanently taken out of service the following steps shall be taken to insure that the system is
properly and safely abandoned in compliance with chapter Comm 83.33, Wisconsin Administrative Code:
• All piping to tanks and pits shall be disconnected and the abandoned pipe openings sealed.
• The contents of all tanks and pits shall be removed and properly disposed of by a Septage Servicing Operator.
• After pumping, all tanks and pits shall be excavated and removed or their covers removed and the void space filled with
soil, gravel or another inert solid material.
CONTINGENCY PLAN
If the POWTS fails and cannot be repaired the following measures have been, or must be taken, to provide a code compliant
replacement system:
^ A suitable replacement area has been evaluated and may be utilized for the location of a replacement soil absorption
system. The replacement area should be protected from disturbance and compaction and should not be infringed upon by
required setbacks from existing and proposed structure, lot lines and wells. Failure to protect the replacement area will
result in the need for a new soil and site evaluation to establish a suitable replacement area. Replacement systems must
comply with the rules in effect at that time.
^ A suitable replacement area is not available due to setback and/or soil limitations. Barring advances in POWTS
technology a holding tank may be installed as a last resort to replace the failed POWTS.
f~The ite as not bee aluated to ~ i a suitable repla ent area. Upon ' ire of the PO a soil and site
eval a on ust be erfor to Ige'ate a' sui le repla ent ar If nor acement~area-' available a holding tank
may a inst e s a last re~replace the fai S.
Mound and at-grade soil absorption systems may be reconstructed in place following removal of the biomat at the
infiltrative surface. Reconstructions of such systems must comply with the rules in effect at that time.
< <WARNING> >
SEPTIC, PUMP AND OTHER TREATMENT TANKS MAY CONTAIN LETHAL GASSES ANDlOR INSUFFICIENT OXYGEN. DO NOT
ENTER A SEPTIC, PUMP OR OTHER TREATMENT TANK UNDER ANY CIRCUMSTANCES. DEATH MAY RESULT. RESCUE OF A
PERSON FROM THE INTERIOR OF A TANK MAY BE DIFFICULT OR IMPOSSIBLE.
ADDITIONAL COMMENTS
POWTS INSTALLER
POWTS MAINTAINER
Name
Phone
Name ~ ,[~ ~3 3
•
Phone (
_ ~/ Z
SEPTAGE SERVICING OPERATOR (PUMPER) LOCAL REGULATORY AUTHORITY
Name
Phone
Name ~/
,sue C,ed/ ~
Phone /
~ 5"' - 34 ~0 - t0 ~jf
This document was drafted in compliance with chapter Comm 83.22121(b11111d1&If1 and 83.54111, (21 & 131, Wisconsin Administrative Code.
, ~ v 1.2384 r~~i244
+ STATE BAR OF WISCONSIN FORM 2 - 1998
WARRANTY DEED
Document Number
This Deed, made between Merlin Land, LLC, a Minnesota Limited
Liability Company
Grantor, and Gary Zielsdorf and Marcbelle Zielsdorf, husband and wife
Grantee.
Grantor, for a valuable consideration, conveys and warrants to
Grantee the following described real estate in St Croix
County, State of Wisconsin:
Lot 73 Hammond Oaks 1st Addition Subdivision,Town of Hammond, St.
Croix County, Wisconsin
736534
XATHLEEH H. MALSH
REGISTER OF DEEDS
ST. CROIX CO., MI
RECEIVED FOR RECORD
08/21/2003 09:30AM
MARRAHTY DEED
EXEMPT t
REC FEE: 11.00
TRANS FEE: 92.70
COPY FEE:
CC FEE:
PAGES: 1
Name and Retum Address
-1(~~ ~~
018-1087-73-000
Pucel Idrnt~cetion Number (PIN)
This ~ not homestead property.
(is) (is not)
Exceptions to warranties: Subject to rotes, easements,restrictions,covenams and rights of way of record, if any,
including but not limited to those for drainage,water retention,ponding,and or uWities as may be shown on the plat of
Hammond Oaks 1st Addition Subdivision recorded in Vol. 8 of Plats, page 25, St. Croix County, Wisconsin.The warranties
of this deed, either expressed or implied are limited by the grantor to the grantee, or anyone in the chain of title, to an amount
not to exceed the consideration expressed herein, that being the sum of $30,900.00.
Dated this 8th day of August 2003_
.~
AUTHENTICATION
Signature(s)
authenticated this day of ,
TITLE: MEMBER STATE BAR OF WISCONSIN
(If not,
authorized by § 706.06, Wis. Stats.)
THIS INSTRUMENT WAS DRAFTED BY
Paul A. Baillon, Attorney at Law
(Signatures may be authenticated or acknowledged. Both are not
necessary.)
Merlin Land,LLC
c
. by ,a,,,~ President
. Austin J. Baillon
ACKNOWLEDGMENT
STATE OF WISCONSIN )
ss.
Ramsey county. )
Personally came before me this 8th day of
August , 2003 the above named
Austin J. Baillon
to me known to be the person(s) who executed the foregoing
instrw nt and acknowledge the same.
GSA. ~G..
=°r, PAULA. BAILLON
~ PaUI A. Ba1110n '~' NorAAY PUEUC-MINNESOTA
Notary Public, State o I nsin
My Commission is pert
January 31 2005 •-)
~~
•Namea of persona signing in any capacity should be typed or printed below their signatures
WARRANTY DEED STATE BA0. OF W fsCON9IN
FOAM No. 3 - 199a
INFORMATION PROFESSIONALS COtv@ANY FOND DU LAC, Wl 80J-655-2021
~~
~~
so
14 ~ 15
12 ~
a
= 10 t5
~ ~
8 ~ 15
a
'- 6 zo
15
4
PUMP PERFORMANCE CURVE
MODEL 151/1521153
20. ~
TD•~•"'~
fK~~
TOTAL DYNAMIC HEADIFLOW
PER MINUTE
EFFLUENT AND DEWATERING
MODEL 151 152 153
Feet Meters Gel. Liers Gal. Lifers Gal. Liters
5 1.5 50 189 69 261 77 291
10 3.0 45 170 61 231 70 265
15 4.6 38 144 53 201 61 231
ZO 6.1 29 110 44 167 52 197
25 7.6 16 61 3a 12s 42 159
30 9.1 - 23 87 33 125'
35 10.7 - - - 22 85
40 12.2 - - - - 11 42
Shutoff Head: 30 ft (9.1 m) 38 ft (1 t.6m) 44 ft (13.4m)
ou5oas
{ FLOW PER MINUTE
31.98 p tom..
CONSULT FACTQRY ~QR
SPECIAL APPLICATiQNS
O1/SOBA
• Timed dosing panels available.
• Electrical alternators, for duplex systems, are available and
supplied with an alarm.
• Variable level cwltrol switches are available for controlling
single phase systems.
• Double piggyback variable level float switches are available
for variable level Tong and short cycle controls.
• Sealed Qwik-Box available for outdoor installations. See
FM1420.
• Over 130°F. (54°C.) special quotation required.
151(1521153 Series
151115211 53 MODELS Control Selection
Model Volts-Ph Mode Am s Sl lex Du lex
N151 115 1 Non 6.0 1 2or3
BN151 115 1 Auto 6.0 Included 2 or 3
E751 230 1 Non 3.2 1 2w3
BE151 230 1 Auto 3.2 Included 2 a 3
N152 115 1 Non 6.5 1 2 or 3
BN152 115 1 Auto 8.5 Included 2 or 3
E152 230 1 Non 4.3 1 2 or 3
13E152 230 1 Auto 4.3 Included 2 or 3
N153 115 1 Non 10.5 1 2w3
BN153 115 1 Auto 10.5 Included 2 or 3
E153 230 1 Non 5.3 1 2 a 3
BE153 230 1 Auto 5.3 Included 2 or 3
Model 151
L~ 6 7/32
3 7/8 - - < 5/8 +-~
e
_ ~ ~ ~ -~
i
',--~ I
~~ ~
tt trite II ~
3 ~~
.2 t/2
----~-
4 3/B
151TEMP
SELECTION GUIDE
O CAUTION
All installation of controls, protection devices and wiring should be done by a qualified
licensed electrician. All electrical and safety codes should be followed including the most
recent National Electric Code (NEC) and the Occupational Safely and Heaflh Act (t)SNAj.
32
32
sKZOw
1. Single piggyback variable level float swtch or double piggyback variable level that
switch. Refer to FM0477.
2. See FM0712 for correct model of Electrical Attemator E-Pak
3. Variable level control switch 10-0225 used as a control activator, specify duplex (3)
or (4) float system.
RESERVE P0INERED DESIGN
For unusual conditions a reserve safety factor is engineered into the design of every Zoeller pump.
NAIL T0: P.O. BOX 16341
Z ~~ /~/~'~~ Louisville,l(V 40256-0341 Manulacturersol. .
~ ~ I~~ SNIP T0: 3649 Cane Run Road p
® c L«ds~rle, xy ao211-1ss1 Q~/TYP4MP8 SNCE ~93J
hrlp://www.zoe//ercom PU/Y/~ ~0 f ~2) FAX(502) 77~ 9~8-PUMP
® Copyright 2002 Zoeller Co. All rights reserved.
Mode 152 153