HomeMy WebLinkAbout020-1075-35-145Al Cal R
undn
dean and Suldi onia=n rta PRIVATE SEWAGE SYSTEM St, Croix
INSPECTION REPORT alle.uan uo.
GENERALINFORMATION (ATTACH TO PERMIT) one Pear N. 611735
Tell annul you Nuclei Me? be No Nor m oP pI..d
PFirst National Community Bank e egPan AlTOWN OF HUD SONpoll v Nq
020-1075-35-145
Fa
aN an. aN a.. ....w... Pv"""pP2] 29N19.303D-15
TANK INFORMATION ELEVATION DATA
LANE
MANUFACTURER
CAPACITY
STATION
BS
IN
ITS
ITEM.
Sao,,
Umarx
Dirl
Alt BM
Andefluel
91eg. Sewer
TANK SETBACK
INFORMATION
SAM O.aeI
Dodo
Heaeariman.
Audi
Dltt pipe
Hall
Ann Si
PUMP/SIPHON INFORMATION
al Grape
uinal
GPMa ne
St Cwn
fodal Number
mal 1anal
wv2u
BEIDANDINS"
PITON511i
If In
Mill 0,1
L quid Need
CWHINSIOND
Indent
Ideal'
IN'
;ETTEACK
11611, Nut
['it
IN ceivill
Ideal
dead Nedne,
DISTRIBUTION SYSTEM
"All led m• In. Side .Lspnd .mm r.A.
SOILCOVER • Pr.uurs sy.mma only 01 Ai SyaLlrrs Ony
COMMENTS: IN tree dlsasWcles, pereenspresem, act mapenlon s). Bona sx.
) Alt Beoe tmpror.
x) Bldg eerStar argm.
Plan reface Real Ayes NE No
Ux omenitle or eeemonennbrmetirn. _
seommlaaroTl o.n moP.mr'ap..m. —. an No
umy 1/J-pbl
Intel" serves DWeian
sfcmi.
t u 14CO E WIP111HISMINI Ave
yyasgy wmifNumb be M filled, by Co)
t Ci 15 2019 en,w Box71nez
ueeiePl. f tez- i;
/- I%73lJ
µr Sanitary Permit ApplicationrWLS
Y 3 C
m
S PI MOO C W S
tf
ci A ba(f mOgmn Ow'I ASSI
a
lnry Mi^
pup
wne a SpbIM Infmmmgeneymy p dNvooTS be amf
.-..
L Ap Mtli� Infermethen- PnM All 1111en0lon
"iupxyPC�mwayRw 1
pwWioeSsazue 19 3a30-1
pSopon "'I'm
psplI, Owoas MUlmg AtlGve
1,01P,89
VMneNweb Nw Y5w W Soon E]!y�
OM.Sm
oSWI A017
9N RI9[oeB'1nboM
AID a byWlWrim Nmo
IL Type of Building(ekeek all Pop Apply)
❑IMfiemily Melling-NwnM ofBeoums
®wbhuce.nw<.ie-R�;e<oa�irfcr/0:-A/Tisi
ela<kx
❑ CTyo!
❑Sono CAMl- Ilvesih Use
❑Villye of
'ti
Iv
MT ..f Bupm
o d5l- 1 n e
nl. eot PeemB: enx I Cnm been, mee
fn Table
❑New Syssem 0 Replay Olt synw,TrtwneWHolalneienk
RrylemnmtlTy ❑ Olber MWiM1s1n m EiISV Seem, CC We)
Puma Renml
❑PmuisRnhim ❑C�Mee Of
[gpmmt Trwfarlo New
LosZaM NembsTW s 98
9
ebA]EP'wllan
ry,T ofPoWT55n CheckellJug 1
❑ bee, .prmimimf,G fi ®Bmmfim5ln.Rmm� At.�mM ❑Memo>uin.efywmyr%I oM�<>Ain./f,n�ek=1
UI �
❑Nnldne Tw ❑a emmlmmta.�ee(e.p e,.) ....
V.Me V rust MA1,010111melle, ba^'msWpO Efillaim
Deputy! +a ao
APPWW®d 1pymp Age � 95 5
o
Re
La
VL Tank Into
`caNmm
roof
g
TOW
(Pleb
Nnin
P lhk
Si
I
s
N
SphomHddneTmi, Sm 1260,1260m 55N i wleem/WlemblWeel
ngambes 1aW 1aW 1 wlaee conanu.
VILISSN Miloyst,umeol-LIMoMenlnew,,, ee mpomleniyfee lmbnemn Ntle eoe9S Wnnn en the AMehm 0...
MPNPRSNwum rva PMrmN�mMr
RmilE0ug6
PhPJPSNunu(Ptlm) Plum
IL�y mtW
loM 9cM1min
81a.lemet C".. 'Lip Goie)
5%Vellry View llei4 sour It, Wit 0E5
V11 on, me Stlnentllu Del
µpwea eppemeJ perm a / 6ai It
s
e
kpMi
xYS�(Lq
LC.cenmyvuL_"'PNi/
f.f - pp 1 39 G A •A p
.
On auemle pik, We L wAnPop :
n1,e �:
i wprNstlr�Abwa l codes
I.
rent
t
SB0.6399(RO3/14)
SYSTEM PLOT PLAN
Project Name. First National Community
N
w for
`
Pmpen r
m na.
1 arrowA B yop Or
PreMMa6 rF57N 5WJard
S,al, 1r=W'
BMMmlpom: iorwmmrran pwmu
BM1'Ymtot. aM Kn2. 1
[RmpWn: i vare igra pamx
simp'EMnalxp
yval ool In apPe"a,ml
T1-T156'%45P EW EN aa3 EX. R3 TrenNea
RMR an
Elwaoon- 9550 kad by Pompl
axETTS
Fisoon-an 19 Itttl by blimp
/\
10D I
MP10o6Mre oou Tank
wr Duplex PPmw
60
\ ga,
\ 1
Bo
NAOOOMn
SeplicTinx
G@ Evart) 3 X103 nFllmlor Hi Cap. oenalea El -W 00'
Tc plating 3'x113W near, H, Cap. NenN E1.-9D.W'
—yBd
_
1260
yaw, s
9allnnro5a
Tarks
See conditions on
approval letter
Laid o9
g
rrat Namnmvmry
bark Otfiw 1p"WiSuiNly
Nkll
t•!�Or
Pedly
W
P,
NO3
d s
m>,ww..wA•�N�. mr
P
Occober 8, 2014
CONDITIONALAPPROVAL
PAN APPROVAL "FIRES: 2021-10 08
Plan ReWew: PW S-10190213]-C
JONN SCHMITT
COND/S1O.VALL1
APPROVED
616 150SAvenue
DEROF SXI4NDNPDFESSIOMLICES
Somerset WI54025
OScou IDX OF INDUSTRY SFAI[ESVES
M
SITEI
First National Community Bank LLG
744 Ryan Drive
SEE PoNDFIKF
SG Croix County
Town of Hudson
NWN-SW S27—T29N—R39W
FOR: GSF In -Ground Component Manual — May 2018
D' iptm
Public lmGround Pressure wdM1 Ellen GSF
rvinga bank and dental office PresSgD-300]Ofi-PtlNnol/O1 R. 30/121Component Component nual—Ver.
GPD—Replacement-96"to limiting faRor— 2.0,
Effluent Filter- Maintenance required
The submittal described above has been reviewed for conformance with applicable Wisconsin
Administrative Codes and Wisconsin Statutes. The submittal has been CONDITIONALLY APPROVED. This
ance with the enclosed approved plans and with
system ism be conxi and located in manuallslueferen referenced above. The ow er as defined in chapter 101.03 IDl,wiconsin any
component
Statute; is responsible for compliance won all code requirements.
No person may engage In or work at plumbing In the state unless licensed to do so by the
Department per 5.14506, stats.
The following conditions shall be met during construction or installation and prior to occupancy or use:
Reminders
• This system is designed In serve only the uses indicated onthe need only domestic
wastewater. if the use of Me building changes, new approvals willll need to be done and additional
components may need to be Installed. Contact WI ONR
• Install third Oil components per manuRtturer's specifications and instructions.
lat
ral to bar sleeved in a 4 inch performed pipe with the lateral
• ElrilRes installed pointedVO requires the supwa pardewith eyery5 oaFlce pointed downward to drain the lateral.
• Install a lluplea alternating control panel Far the duplex dumb "stem with an alarm to notify If
pump goes out of service. Encore that access is provided for servicing both pumps. Anycl Mq
made to the tank to accommodate dual force mains must be approved by the manufacturer.
I Ensure the existing septic banks are watertight, structurally sound and number are In place.
• Asanitary permit must be obtained from the county where this project is located in accordance
with the requirements of Sea 145.19, Ms.9tats.
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.
145.10[111d1, Wis. sees.
A state approved effluent fifer is required. Maintenance information must be given to the owner
of the tank explaining that periodic cleaning of the filter is required.
approvedA Copy of the Plans specificefficamand this Etter shallb on -site during construction and
open to inspection by d representatives oftM1 DepanMent, which may ini local
Owner Fingernail
• nocurrent owner, and each subsequent owner, shall receive a copy of this letter. Owners shall also
receive a copy of the appropriate operation and maintenance manualfid and be responsible for
ensuring that POW61s operated and maintained In accordance with this chapter and the approved
management plan under s. 5PS 383.50111.
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.
The owner is responsible for submitting a maintenance verification report acceptable to the county
far maintenance tracking purposes. Reports shall be submitted at intervals appropriate for the
components) utilized in the PONTS.
In granting this approval the Division of Industry Services reserves the right to require changes
or
additions should conditions arise making them necessary for code compliance. As per state an"
101.1111), nothing in this review shall relieve the designer of the responsibility for designing a safe
building, stmcture, or component.
Inquiries concerning this correspondence may be made to me a the telephone number listed below, or
at the address on this lenemead.
The above left addressee shall provide a copy of this letter and the p0V✓ls management plan to the
owner and any others who are responsible for the installation, operation or maintenance of the POi
Sincerely,
CeCelRudk"IiG
CeOe(Elizabeth) Rumoki
Wastewater Spedal'e/POWIS Plan Reviewer, Erosion of Industry Services
(60) 400 3186
rznemrudinckmvise neo
GSF INGROUND COMPONENT DESIGN
IND" AND TITLE PAGE
Protect Name First National Community Bank replacement Septic System
Owners Name. First National Community Bank
Owner's Address 2m Ryan Di CONO(ROCAI
Hudson. WI 54016 APPROVED
DEFT OF $RELY AND PROFESSlONI1 SERVICES
Lead OeXNption NW1/4, Sol 527, T29N, R19W DIVISION OF INOUSFRY SERVICES
Township
Hudson
Counts
St Cron
SEE GO PoNDFIBfE
Subdivision Name: NA
Lot Number10 Black Number
parcel 1, O. Number @R1075 35-145
Plan Transaction No.
page 1 Index and tine
Paget System Overseas B Daily Flow
Page 3 Plot Plan
Page Tank Sizing
Page 5 Existing Septic Tanks Specifications
page Existing Septic Tanks CertiioNons
Page) New Septic Tank Specifications
Page Plpylok 525 Effluent Firm Information
Page Dose lank Specifications
Page 10 Dose Tank Crods walionl Pump ll
Page 11 Dose Tank Cross$¢ionl Pump 21
Page 12 pump Curse A Specifications
Page 13 Pressure Effluent Filter Information
Page la snit Absorption Area Calculations
Page is Pressure Distribution Network PUMP
page 16 Prere Distribution Network Pmpg
Page ll Pressure OisPbution Network Specs
Page Is System SNing A Cross Section
Page 19 plot Plan Closeup
Page 20 Management and contingency plan
Page 21 Septic Tank Maintenance Agrrement
Page 22 Warranty Deed
Page 23 OSM or PIM
Attachment Soil Evaluation Report
Designer. Jahn Schmitt Faced Number All 22310
Date: 9/30/201/9 Phone Number: 215-050.0485
Signature'. t/') 1/Ci��
Ellen GSF Im(mund Component Manual based upon the
InGround Soil Absorption Component Manual Version 30 SBP10205 P IN. 01/01) and
Pressure Distribution Component Manual Sir. 205bit 10106-PIN 01/011
Page 1
FIRST NATIONAL COMMUNITY BANK
OFFICE BUILDING
FACILITY DESCRIPTION:
The First National Community Bank Office Building currently houses 38
employees, 14 dental staff and accommodates 43 dental patients a day on
average. The building 2150 has 6 floor drains
PROPOSED POWTS DESCRIPTION:
Soil conditions are suitable for an In -Ground POWTS. The system will consist of
two existing 1260 gallon sep4c tanks. A 3000 gallon sepgc tank with a POLYLOK
525 effluent filter will be added. Followed by a 1000 gallon dose tank with duplex
pumps. Pressure distribution will be incorporated into the design using duplex
pumps. To decrease the size of the pumps, each pump will feed a separate but
equal in size pressure distributed EVEN B43 soil absorption area. Each area will
consist of Five 45 foot long cells. Trench T & 9 will cross the existing Infiltrator HI
Capacity trenches. Where the existing tenches are encountered they will be dug
out to below the blamer and filled back in with ASTIR C33 sand. As the Soil
absorption area is oversized it should not adversely affect the system.
DESIGN WASTEWATER FLOW CALCULATIONS:
38 Employees X 13 gpd = 494 gpd
14 Dental staff X 50 gpd = 700 gpd
Pagtientslday X 6.5 gpd - 279.5 gptl
43
B Floor drains X 25gptl = 150 and
Total GPD 1823.5
1623.5 gpd saturated flow x 1.5=243525 goddsion now
Page 2
SYSTEM PLOT PLAN
Project Name. First National Connor
"NON
A�.clwa
hill.:
wi g am crani 100 N,
nater rai I ASTM National
scale 1'=Bo
m""'ANvn+n
BS an 120
M�
MACr
Vmwne
mOM"Pto"
V+3w if
emn6"
af
folkar
105Oki EUEN Bari Eff W Tani
RAN an0.
] TWon Into q Pumpt
%Eau=050
Area 761 Elai=9fJV bM M PIMP
rear
ss F noLank
n W"I0.M
A plev Pumq
' •Ba
� B
An
VIipJJMR
\ BePuc Tan4
i To 3n9 12 W'In Lap venrfn ft=-9]Cb
Hk O
To Eval�na )'vt II' IMnlrytp H� COP InnT H > PoN
filing
—yw
Evenf0
raworati
Tanxa
See conditions on
approval letter
awre
Lot
q
colorIn
Fine
Bank Gli¢aBUJRna
„
I9
Pi
of
pro dina
Pay d
SEPTIC TANK CAPACITY NEEDED:
2435.25 gpd x 2.088 = 6085 gallons
PROPOSED SEPTIC TANKS
Existing Tanks: 2-Weeks Concrete Products 1260 gallon Septic tanks.
Proposed Tank; 1- Wieser Concrete W3000-MR Septic Tank
Total Gallons of Septic Tank 5520 gallons
DOSE TANK CAPACITY (DUPLEX PUMPS):
232 gallons (dose + drain back) +6"x 27.83 gallonlinch=602 gallons
PROPOSED DOSE TANK
Tank Manufacturer S Model: Wieser Concrete WLP1000-MR
Page 4
s<FET' Alan BULUINGS OIVO iGN
P:wdy PrWva penes
wmMme wl,wv
MmIsson vessel 53rn1-ease
pnm.n through W ey
i„s resin
MVIW
inches Ip
Awl 8, 2010
WEEKS CONCRETE PRODUCTS
RAY WEEKS
1032215TH STREET
NEW RICHMOND WI 50017
Re'. Oaunplian SEWAGE TANKS. CONCRETE
Manufacturer WEEKS CONCRETE PRODUCTS
Product Name. SEPTIC. HOLDING OR PUMP
Model Number ll 1260
(591N. L.L21 ]8 GAUIN. CYLINDER. Ba IN. MAX. DEPTH OF BURY, BUT G PG WHEN
..
SERVICEUSED AS
SEPTIC TANK BASED ON A 3 YR RESIDENTIAL
WASTEWATER, TANK DIMENSIONS 001N. INSIOEDIAMETER % SITIN.„;
Product File No 20100129
The sPoufcations antlOr plans (Or this plumbing product have been reviewed and determined to No in compliance
with chapters Comm 82through BO, Wisconsin Administrative Code. and Chapters 145 and 160 Wisconsin
Statutes.
The Department
approvalvelle un
hchose an approval baked
MAUGUhthe
201Snsin Statutes and The Wisconsin Mminiseauve
Code
This approval is contingent upon compliance with the lourni stipulalionfsp.
• This tank must be designed to withstand the pressures to whichll will he subjected• .
The manufacturer must keep at the manufacturing plant set of plans and specifications bearing the
depart ants 9amp of approval. The plans and spetlli Wtens must be own to Insposson by an awhodaa]
representative oI the eeparment.
• When this product reserves wastewater 4um dw90mgs and is used as a septic tank b Will pmeuce an e9ment
quality with a maximum monthly average value for DO05 of greater than 30 IngiL and 1955 than or Nearto 220
or TSSor greater than 30 1 or less than or equal to 150 1 T55, and F O 3. of less than 30 mn/L.
• This products approved to use the following:
Two inch sr Oule 40 PVC cut in riser to, eleddcal wiring.
Pipe materials vocations in mnmrmance with Tableful 2or 84.30-11, Wis. Admen. Code Wined into tank
cover or access cover. istBled m acco�tlence wtIh roe filter
taa to
of the filcher llncl Wing aprdiameter
pe �r er tea and lextension
ot fee Bn�sntl
opening for serve and mainnance. r e
- Department approved E2 Set POINok Inc., 21"rise cast into the tank cover.
This approval supareades the approval Issued an 8V302005 under product Ilia Founder 20050675.
sep.loss to 1017) one Per 1 nams cartels
ST. CROIX COUNTY ZONING OFFICE
CERTIFICATION STATEMENT
FOR UTILIZATION OF EXISTING SEPTIC TANK(S)
This is to certify that I have inspected the existing septic and/or dose tank
presently serving the following residence:
(Street address" Ryon o.me located
at. uW gyp, SW ySection al . Town 29 N, Range's W.
Town of Hudson, St. Croix County Wisconsin.
Upon inspection, I cerify that I have found the tank(s), to the best of my
knowledge, will conform to the requirements of SPS. 384.25, and it (they)
appears) in be functioning properly.
Most recent date of inspection or service_
Did Flow back occur from absorption system? Yes No
(if no, skip next line.)
Approximate volume or length of time: gallons _ minutes
Tank Capacity: 12W 12W
Construction: Prefab Concrete x Steel Other
Manufacturer (if known): mess ccnume towshn
Age of Tank (if known): Pt years
Permit number (if known) szozea
Joan sm nm
(Licensed Plumber Signature) (Print Name)
MPRs izarso
(Title) (License Number) MP/MPRS
Form to be completed by licensed plumber (Dept of Safety and Professional
Services Chapter 305 and s. 145.06, Wisconsin Statutes) or licensed disposer
(NR 113 Wisconsin Administrative Code)
Rev.22012
Page 6
W3000-MR
TANK SPECIFICATIONS
INC.
gMEN9W0:
WAIT 2 1/2
eonaM. SEPTIC
MANHHOLEE i! LD. 'RECAST CONCRETE R14R
HEIGHT : TI' Oo.
-
LENGTH: IBS' 0D.
WIDTH BY OD
0
BELOW WILET 5r G.D_
:
-• c F.-scnL
s rn
• .. _•_ \\
WENT LCNLI m'
TI xR LBs. SEPTC
d
/— \
S.
OLIVER aasD Les.
�.S
e�
ET AREOUTLET,W
INLET
6
E
a
rYP
CR EQUAL
CNDtET. GSS-TREAL BUILT ON
1
p
\\ J
u£R ON H4I¢ //
DF
IHL T AND RLIER'.
m
#
g
9
YE QE7 A10
"S NSN SEE
\\
RT
(OTHER SEE CHART)
(OTHER T
a
e
VA
/i
BR A C
OWIO LIPACItt'. 59.99 GnL/IX
F'n
LOAanG Cf4CX. eo' oxsnnRnTEo saL
�y
s•
LOADING TANK
TOP NEW
WnETAT RULE PLUGGED
CnnL cPPnCltt: ].IB] GnLLCHS
Y � T
�r
a rc
LV' I
II
xz CAN BE USED AS
o
—
YPnC/ HOLDING/ POMP OR SIPHON
W_
CONES : MIX DESIGN EB (NO ROSE)
i MDESIGN LB (SMALL TIMES)NET
—
_ _
OUTLET
_ _
— L STOWZED TANKS
FOR CUSTOM TANKS CONTACT WIESER CONCRETE
ME
; a
DRAWINGS SUBMII'IED
In
FOR APPROVAL
SIW
HEEL NO.
APRIAND By
LT"KSE
1
MANUFACTURED TO MEET OR EXCEID Alsn C-1217 REQUIREMENTS
POLILOW
II Ia,. i ..
I'I -;2; 1 FF l u o nt I IIter
P] -u121 f Iller
The PIP525 Pilfer is rated for I Od OPIJ (eap... per day)nick lnp It one of the largest filters in its class It has
low I
the
Ink PL
, file
matic
5all
m5eI1N with sells f lmr erot feet It I Ild Whenttile III"eI I m wed 4, deaZm & the ball will @.at no and temporarily pora Jy shfu toff
the system so the effluent won't leave the tank.
/In' I ilhat5un slot. - sm.a.l
Rated is, Id" GPo (Kan.na per days 10,�110 GPD _imammu
•5z5lines, feet..../In"Oltratinn PIC
• Aecepm a" audit SCI m w Npo
• Built .. gas ddl,Mr.
• Automate, hill .ff HAl when filter is wmnved.frod I,
Alarm axiMmilims lnnowo
Accept, PVC ..snob..handle
I cln.la I l Ivan. s.i Lit.
Ideal fur ommoaland s .Mal ass fl
ow up to
IO.NO yell... fer day (GPD) FliuixnSl.m
1. Lucatc the outlet of the repass tank.
],Remove the tank mvcl and PUMP look at nec.5mrI nterml- F b�
T Glun the hih, hammy to the Y'.r6.cartel pipt. if o In 41le•
the thantred under she a-s.4wma un
polyloFitnd& I k,, 1111 of pfpe fol rcmer flier
4 Men theL -sae, it porous;
S 0.cpl 'I'd IQ, Jmn! kuva. �
The F6R5similmffiltersolmal wildbuni tl4ciently curfor
ering.I under mded that mM•fon recurring
clearevery far Itis «enk ispu pumped, If
filter, lilt three
very rime theunk! pumped,or at lemuvery three
rewner It tnl br,n other eomaimao i when cal
am..
iiowner will axis, Id by ..scan"Ie fnellicit .nna.n
.pill ennk mikaan it np,M1:.vldhdam.iy ..n id satires�septic tank pwnperunn ullur meliQu
I I usual, the.uJ.l of if, IQML lack
1. Remove tank cover and pump tank II
. b'ne sal
Ary
h.notuse plumbing wMtlmrlJ
4Isull cultural It IA We M1lllllg
S1far, time
Qm, lank tank Make num all
solids roll Mdimodbacknk.
p Invert the Cheravrseas back ,in tAe M1.wtnp making
rvmOr' nln,3pn pMy dlTnl arvin mpl.tely I nul s•
9. Replare and occur septic tank Lover. ii, s.,,i.ifa..c..,.�,w...i
Ptdvlok. In,. 3 Penfield Nhd. WWllnynml. CT hurt pull Floe Si [1, 203'Rr4 Gd ow'gofylakrvm
Page a
CAST -A-SEAL
TOP NEW
T PULLET
2-1
POMP PAD
MELT
WLP1000-MR
TANK SPECIEICATION5
DIMENSIONS.
WALL: 2 1/2'
BORM'. SEPIIC S
MAAHWXRQE� 24- ID. PRECAST GENERATE WSER
EICNTMT CPAA 9 1/4' 00.
IENGTI. IW" ODWTHI W. on
BELOW II 2' OD.
IIWID LEAPED: 56'
WEIGHT 8.990 LRS.
INLET AND WRET:
CAST -A -SEAL BOOT ON EQUAL
GASKET, CAST -A- EAL MOT ON EQUAL
INI£i AND WTET BAFFLE AND IILIER.
SCpl9H. SEE DETAIL /IO
(OTHER STATES MAE CHART)
UOUID CAPACITY 27.05 GAL/14
HEADING TANK.
RET PALE PWGILD
ACTUAL CAPAOIY: 1,PA5 GALLONS
LOADING DESIGN: R' 0' UNSAT1mATED SCIL
TANK CAN AM/ SED AS
HoLDNG/ PUMP CB SIPHON
OVER Mix DESIGN 0 (NO EIDER)
DESIGN 00 (SIRUCIU AE AIDES)
CUSTOMIZED GDT TW TANKS CMTACI WEAAR CON. r.
AREA 1 / PUMP 1
SEPTIC / PUMP TANK SPECIFICATIONS
(No Scale)
n�aa."„ I,1T
wandardw
IMPORTANT r ry Md4
an an1lianal
Oureuenl la SPe ]031]I01191 r/efOo "alai
CAPACITIES 9aNn
pepin Ont
Volume lgap
A
14
389.fi2ad
—'ku...n
WW
B
2.0
5566
pmb
sn
r �
reu
lc]a
zzz.sn
�
Q,,
"al old nw
Nui
@er
emBN riali
Indianian
p
12
333.96
I 1
PUMP-0FF
69.01
ft
38
1
lid -ow
ELEVATION
*Pump Tank Liquid Level =
INSIDE BOTTOM 89.01
Force Main Diameter = 2
ELEVATIONS
h
BO
a id...... e,mr. Tai
Force Main Length
BOT
Force Main Void Volume = 13.04 gel
5
ft
,Min. Supply Head =
[C] Total DoseVolume TOV = 22264
goddess
+ FM Friction Lass= 6.B5
ft
tied lidralvaa 10 av <ipV <oOx Cetign lMn'I
- 2'D
ft
(Ed
rylmcn mein erenEatl atlumel
♦Flltingloss
21.93
MIN. PUMP DISCHARGE RATE = 5945
gMn
= nVNeMIC HEAD=
ft
SEPTIC TANK Siff
PUMP TANK.
1000 gal
Total Volume= 5620 gal
volume
_ Wieser Concrete
Manufacturersf: Weeks. Weeks. Wieser
Pump Manufacturer
Co mo slAlarrn Manufacturer:
filler Wcount t0
mal INM on
Filter Manufacturer. SmirrecIn
Filler Model: STF-100
AREA 2 / PUMP 2
SEPTIC / PUMP TANK SPECIFICATIONS
(No Scale)
IMPORTAI
Ary meian)aa niffimiffiSFY
pvwanl b SP5343i4Nhhh)
CAPACITIES® gaho
Detunfm)
vdvme (gap
A
14
389.B2
R —I�
IA
Lo
9
20
55.66
ICI
8
222.64
L
p
12
333.96
Pump Tank Liquid Level = 36 in
I
Force Main Diameter = 2 m
60 It
"jpgv0�°
Force Main Length =
Force Main Vei6 Volume = 978 gal
[Cl Total Dose Volume TDV = 22264
gal/dose
tszuai ialarei�d mot
mm eA6aa:d"s)
MIN. PUMP DISCHARGE RATE = iiiiiiil5945
gem
PUMP TANK:
Volume = 1000 gal
Wieser Concrete
Pump Manufacturer.
Pump Model: 140sr, ~w -oa
CommistAlarm Manufacturer. SJE Rhombus m
ConbolslAlarm Model: 10��'
Float h'baed
�rvps��
runi n 11114,i er."ri
PUMP -OFF 89.01 It
ELEVATION=
BB 01 ft
+Min. Supply Head=
5
ft
+ FM Faction Lose =
5.46
q
. F�nln9 Loass� =
2.0
a
19.13
=IOTATA p�YNAMIC HEAD=
tt
SEPTIC TANKI51:
Total Volume = 5520 gal
.. Weeks. Weeks,
install giggov ad force main filter pursuant to
nbn
Filter Manufacturer. Simaich
Filter Model: STF-100
rota GVNPMICHEFM1fLOW
PERMINFTE
EFFLUENT AND MEWAIEMING
L
Eon I
E ONns alld raen d. oio A
NCif deny da ry She Fill
VAIV, d o WE donate d 9 sino pt SY�s
Coal WrW y7 " Woung
but O kOR waNEW Em wmnwmignAl WE FM420.
Pde EO EM09f5 to aenrbWI SaWre IA., ON
LNH141161 WE MGGELS- SINGLE PHASE
MMeI YctlN Vp4s NaN Anne
con4al
5elstion
Slings
Cu{ian
NYO
E140
Elllo
PO
6
tw>
&11W
BaN 110
115
12
—
BE110
BE1110
Ply
6
rv1.
w1a6
nE
13
EIaE
EdYS
ilo
^'7
BNIIS
OWYE
SE146
EEtiv,
YJo
Acfi
1
I— -falI
ml� FEE it
s Al pgt sera nou0ee
I For Wherein ux single p98Ydad
anade level float sunny d tloude
p3gyall unable ON" Assay Relief
to FM01]].
Re]uts Wo,fl odare by Was
2. See For 228 far OCi nWN of AR ea
no,ed as antasy +Ee m
d nwmnoawNN
':\ 'cBW Baal
cos lAll
FMO712 lay coma MWN 010odec
Rol Word, Ws
then
�a�'
2 See
Alll)anal.
prAl y yNee Wg
n9
C g
�Ne\
oni VWp doll an
,rogRUMmIl
wnneAafnr A<m WwMm.
For Wall v+ Ons A reu As sawn family englyst go are aeSWn of every Nowt ago
..Ayr 19Wl 2011 ANNE w All 0 ,.^^a Page 12
,�fllk�//�'€ PRESSURE FILTER INSTALLATIONSSERVICE INSTRUCTIONS
EA mw23L18, rcan
F's iF'..nim= Fri ri iINSvw-cm x.e.. ,.
-. INSTALLATION: n of �. _ - Tnmaa. Pula In
Mena talling an STF-100, forInto discharge soft any gN and male aaeplerrvll head to lea
•
smaller discharge port may W adapted b fill imtalln STF -t00AY eta 1p
letfilter of the Nl M1a^onwIpne a f
• he
ouend(preentlebsed totnacaptsonn MeNae0lefileASltalmefillemine'oemth"nIe
ai lyserccd--ANeys use caution when starting threads to road crops lhre 9 PlumbfifricenwMandmi Sendai
PVCunon.-Vae recommend that" union remain together during piping tthat glue or cleaner does notruin Ofing
or sealmg audaw"
SERVICE: mFor most Mislsouriel eye
of filter screen is dependent on usage as every system Focus tems we rewire
Send
nddmmg the filter within the first year to determine me necessary sarwm Intervals for the filter. In nigh volume systems we
end:nsp lion within the nrst6 months to s sometha necessary in the system s lea the inner Once lner K ice
Interval lage of inmed it corrosion and
Wbeconaielenlunksa something 10engealn the system Aas msspe=t me anef screenbr
any damage of sum
w on and replannneceasam ifour
Should
old be semennoo awllcn hasbeenmantledand Offer
rrnand pumlp Chamber la me cenom: ube:vong will lcemore4eeoen�t twing anyone when
periodic
l on al filteOeno9@INs �600 Ptic
non. 15MIN matron, aW t0o minml. Check your local health aeOment forr sCpec system servicing recommemptions.
If W2en becomes clogged b lame Pmpm= pumping emotinal a nigh level alarm or Trent wiu IndilGate the Office
or amwase If System is equipped wort a"pump On light that Stays 0n longer man normal. mb also may lndioce a need to
swi filter
Tos Nr rinerscreen.a ewmeG Cap. Pull filter xrcen from canister and also out momughly In appropriate
Caton WtnpmperprotWc n Insome taus an additional filler wfr n avow
s quicker service rc m i1ng the if efilteer0 me
washed later at the shop. Note Nalln ttVd MneitiMs nlB rnym CBp may ee ailficullro AmovB Sap
Orpowwarm walerovar lne cep Salem ramovirp Onm lde larerrs insleMea in Me fens d mammas a weer rompererme
armor ovug the cep will Out any a pme m.
If the system is egwpced with our Service Alarm Switch, the aver screen does not need m i¢unlllahe o aim Alarm
Switch activates alight Or audio alarm. we slat recwnmena mauve finer be inspected on=eeyea r awe conoslon
NOTE The total dynamic bead oss of me system most lea increased EEO s feel 0f head to overcome fi4bon loss thosi
life finer
SERVICESWITCH
The alarm Switch is Smili in mf9 preasure rangeslow head, medmm bead. and nigh headmataual la aimpre, on
SIMITECH FILTER systems. rememo plug from bade of Than chamber and Connect tube ling. Neatrun the tube up into
ma Wnk user and conOeCuo servme alarm awlf=n The alarm swnCn IS fasten" tome aide of me near via the nylon even
provided. Runalatmwvemalarmboa. Tne"Nimalarmswt=hmnbewlredwnM1 itscwnalannorwiMme M1ignwmer
alarm
Preasme adjustment is made by removing the and plug, and Insenmg the mz lien Clo wlm increases prosEure One
within it al range(% to za IPSI)SMy d my od Ibe use of S hall comes
when using en alarm) switch_ completely
ree YOU nakeeInlstallled
the finnan alarm iewion. the be;; Wi can he cknol of M speremra a mugar dcnef so than" can make sore the some
swim Is "Ming co^acny.
"TRY OUR L101SCREEN REMOVAL WRENCH Out wrench holds alter lib Mnry and hooks careen br easy removal and
Irmmllaeon. Made of PVC plastic.
WA_�ANTY
All pro ods are warranted agamsl defees In material and workmanship for a Need of Ma years form the do* of purchase
In no event shall GAG SIMrtECN FILTER, INC. be liable for any wnm uential damages or any labor maternal , freight or
e,mnms required to replxa comend or ranstall the product GAG SIMRECH FILTER. INC'a liability T9aited ited tore"lr OF
�bjled to
replacement 0f the pan Al warranties a e void II the product has been ImprganY medRiPl laps applied
w tranry N
suse r abuse Evident as stated herein. mare are n0 warranties expresced ormulard. arc irg
merchantability or warranty of Orman for a scecific Purpose EFFECTIVE
Page 13
SOIL ABSORPTION AREA SIZING CALCULATIONS:
Design Wastewater Flow = 2435.25 GPD
Design Loading Rate of Soil a0.5 gptllft'
Eljen 943 Equivalent Ef0uentk 2 application 2gptlHt'
ABSORPTION AREA REQUIRED:
2435.259p l 11.0 gpdW = 2436.20 fP
2435,25 ftt 124f1a per B43 EI'en Units installed in a 6 ftwide bench= 102 units
PROPOSED ABSORPTION AREA:
110 Ijen B43 units @ Wit =2640 tt'
p of trenches: ill @ It B43 units
Trenchwltlth: Sfeet
Trench length: 45 feet
Absorption area to be obtained by two separate pressure distribution cells, equal
in size each controlled by a separate pump.
2 Soil absorption areas each consisting of 5-45'X S' Ellen distribu0on Cella.
Page 14
PRESSURE DISTRIBUTION NETWORK (PUMP A 1 CELLS T1-T51
1. Distribution pipe sizing
• Soil Absorption Area 1
Lateral per area:
5
Lateral spacing:
9.00ft
• Lateral length:
42.75 X
• Lateral size:
11 1/11.
• Orifice size:
118"
Orifices per lateral:
29
Lateral discharge rate:
11.89 UPM
. Distribution nenvork discharge rate: 59.4�
5 laterals x 29 orificesllateral x 9A1ga0odIce= 59.45 oom
2. Manifold
Location:
End
•
Length
18.00 ft
Diameter
V
•
Friction loss: 18' x 101tV1OOft =
1.26 ft
8. Force main:
Diameter:
2"
Length:
80.00ft
Flow rate:
59.45 X
Friction loss: 80' x 7.OW100ft
5.6 ft
4. Total dynamic head
Minimum supply pressur):
6.50 R
Vertical lift:
8.O7 X
Friction loss (forcemain)
5.60 It
Friction loss (manifold)
1.26ft 3
Pressure Filter
0.SOft
TOG] dynamic head:
21.93 X
NOTEPump 1 & Pump 2 am in the same Dose Tank
Page 15
PRESSURE DISTRIBUTION NETWORK (PUMP a 2 CELLS TILT101
1. Distribution pipe sizing
Soil Absorption Area 2
Lateral per area: 5
• Lateral spacing: 9.00 k
Lateral length: 42.75 ftk
Lateral size: 11 V,"
Orifice size: 118"
• Orifices per lateral: 29
• Lateral discharge rate: 11.899 Men
• Distribution network discharge rate: 595�
5 laterals x 29 onficesllateral x 0.419allortice = 59.45 aom
2. Manifold
Location:
End
Length
18.00 It
Diameter
2-
Friction loss: 118' x Tf0100ft
3. Force main:
Diameter:
2"
Length:
60.00 k
Flow rate:
59.45Poor
Friction loss: 60' x 7.0 W100ft = 4.20 It
4. Towl dynamic head:
Minimum supply pressure:
6.60 ft
Vertical lift:
6.67ft
Friction loss (forcemain)
4.20 It
Friction lose fmanifold)
1.26ft
Pressure Filter
0.50it
Total dynamic head:
19.13 k
NOTEpump 1 S Pump 2 are in the same Dose Tank
Page 16
DISTRIBUTION NETWORK SPECIFICATIONS
(All 10 laterals are identical)
e 5uw In
S,UI ao PVC La"6' 1_5 rlIYpat) .�EVICnmx Man
1E �(�arePem�m
FLUSH VALVE DETAIL Moral ��A> Iron 1
(No Stile)
Otllar to — Valve Be,
cent,"ThMe WCan \` (msualwn oPlwor)
Im lkatl Teslmy
70onalt Med III for
1 u e„amrwne / Laeal LeoylnlPl= 42_75 n ✓
Bau wane \�� Qom- ar ry rMr of Per Latent= 29
1 Oolwe erscfargo Rale= 41 9Pr
If Co.kI
OR IAMI \ (\ RMMM, of Laterals 5
r If
nine91.1 okra Rum Vaue� Later Ornma hmga Rate 11em _89 g
"'n _6 mom Rat- ewn are Lxr%e Douce spa=one txl= 18 m
MM are{ Lpyiml) pyPlol) TOTAL DISCHARGE RATE = 59.45 GVM
LATERAL INVERT ELEVATION= ANDT1=9Y.96It Entce Domeier = Its m 90d1[o
MpMtl Areal=9SBBtl uvrw+n Tel
OBSERVAiON PIPE DETAIL END MANIFOLD
IWsww1 nrw� ❑ CONNECTION
we., - Type e rr,.etea Grade Check
ro cap RI arernae x earned) applicable box. Manrdd
nit _ or Are ogamn
4V PVC omaa— Palmerprn 1Met eRC"II
s n BM'er old"d glee
%
�.%
(e) W'.1'%g'war INV� INgw9
® mx CENTER MANIFOLD
Arnwawv Dire MIMI ❑ CONNECTION
Per pre opdwp
T1=
Tfr'
efien EIjen GSF System WI Design Program
w
w
E wm'
wm'
2 inspection pipes per
12 ill,
cell set at ends
i diagonally. Each pipe
_._
mustbeanchared.
Bottom of inspection
pipe is at bottom of
send.
Till
to --
�
a
Approoedfidril_JYMt_
1 Sch 40 PVC Late
wn1—
Usiel FILL
L 1
w.rnE FlLL�
f5=95512 SPECIFIED all
f10=94
--
_ s—
3—
Page 18
PAGE 6 OF 6
In -Ground Pressure Management Plan
IMPORTANT:
The comer of tip mijround Pressure system mall be responsible (or Its CNpatual c9eralmn and mantmance PursWnt to
Adrianople a SPS 38238C. Wisc Admenn Code Pursuant to SPS 303N?(2) vi Admen. Code this system shall IN
plsiaered a human boom hazard if no maintained In accordance with this approved management (tart FuMermme
all mak ectmn and maintenance activities shall Ce pMmmatl by a rpisterad poll Malntalner In accordance win SPS
383.52 (3), Wix Admen. Cedeaga.
-- !i SalAro 0 atatlno Limits:
Design Flow= 2435.25 Rod; BODr5220mgL': TSSs150mgL'; FOG S30 Mi
�-tIn Cbeckib5 INSPECT EVERY 3 YEARS
ce ofuse
e Of
e apsancee factors War
s or:. user complaints ndint
mecnarAwl malmnchpn are.. Pumps. valves switches timid dial
matentl tongue (fe_ Ieakebreaks coreson, etc) ppurtenence
solids volume In anaerobic ireatmem t rup and any di9rummena (s)Ue. dlslnduhon larW boMa1
neglect or improper use U.e. Secondary; design capacities, prohibited mp"Frlwsetc.)
dreary OF cending In dernbutipn cell mar to dosing
c ands IF e..pump recording. Boat switch Nuiings. ek.1
elector s al camorents (i e- wring, corrections switches, controls, Linen'.. alarms, etc.I
distnbunon lereral or lateral criitt plugging (measure lateral distal pressure- compare to tal Specification)
r. surface discharge of threat Or sewage backup into structure 9drved
maintenance Chacdbt MAINTAIN EVERY 3 YEARS (or when necesSaryl
tl tlnkle shall be pumped by a centlieJ ceptage serviang operator licensed unfair s 28108 if
o .
sets when the voume of wlid$n IN hands) ox s msMlnd trialthe liquid volume of Me dnk(ealIX
asrepuirNbylordl IXdinared Oispasal 0 contents shall be pursuant to NO 113. Whist Atlmm. CedePheread .
fluderell shall be ideal wary 3 ywm; and I be deaned when nett qto remove any
mutated solids amording ro manulaclureh speciLcarmns. A servicing ceriWwN always be greater than 12
months
pliatributianatena shall be hushed once every 3 yxn or when necmearySystem maintenance .
n.alproper local
unit In accordance with
SPS 38355 WNc AdminCode.Report any componenfatre omlfunctionto.
Nameaindividual or company : Schmitt & Sons Excavating, Inc. Phone 715-760-0486
Local government unit St. Croix County Community Devlo epment phone: 715386-1680
tracer government unit address.
1101 Carmichael Road, Hudson, WI zip. 54016
Any debenture On of this system shall be repaired. «pia ed. or removed pursuant to SPS 36351111. ANC. Adnin
Code. Repair or replacement of failed or malfunctioning components shall comply With BPS 353, Fund Atlmm. Code.
No preduct fa chemical or physical restoration Of the PO'MS may be used unless approved by the depadmenl In
accordance wXn SPS 384, losc. Admi Cede.
Cononaency Plan
In the event that any fade, treatment component of POA S buri be refloseait shall be replacN pursuant to
a plan submitted to the appropriate agency for remark and approval. Finneran mspersal component may bt
abandoned and replaced by a code-wal dispersal component In a prea-0ererrimed area of curable sans
System Abandonment
If use of this POWF51s discontinued it shall be abandoned In accordance with SPS 38333, WSC. Admen. Code.
fore 20
ST. CROIX COUNTY
SEPTIC TANK MAMTENANCE AGREEMENT
AND
OWNERSHW CERTIFICATION FOKM
OWnedlguyer First National Community Bank
Mailing Address PO Box 89, New Richmond, WI 54017
Prosperity Address 744 Ryan Drive
avert OeNion repeated from Panning & zoning D W or far new mnsnuctiuu.l
rirv/gtna Hudson, Wl Palcel ldenrifc&ion Number020-1075-35-145
EGA], DESCRIPTION
Property Location NW 'a, SWIA, See. 27 T29 NR19 W,Tawnnf Hudson
Subdivision Plat: Lot# 10
Cendried Survey Mars 9 ,Volume .Pope
Warrapty Deed# (before 2002)Volume,_,, Page#
Spec Nua Oyespm Lat Imes id iflabk DpyesOno
SYSTEM AIMNTEN NCE AND OWNER CERTIFTCATSON
Imp ow, we nM mnnN=m aryowsepbe system could result in its plemWme toilurt to hi WISSAO, Pmpv
filmemenew,untlmorpumpingaNibe aptie tank every three yam,,shoner, ifnadeQ byebcensed hot WNtyouputinb
Me, system cm uRx tM reaction of Ne septic tmk a a human serge in the wastt disposal system. Owm muinlenmc
responsibilillu am spouted in§SPS.3g3.520)and In Chapter 13- St. Cycle Cuwty Sm"(iNlnator
The pamperer weariness, to submit to St. Chary County Planning& zoning Ihpertment acerincerion (oast sipped by me
weer ands by, muter plumber, joumeymm Numher.msuicf plumber or licensed pumper veriry'me rent(1) Me, trucks
vanywrottr dispreal,Atem is in proper openingm ultlan and/or R) after Insisting, md pumping(afmcesaryl. she ailing mk as
knee than lO full of sludge.
1/we, the uMenignM lave read the above n9ummeou Send obac to Spectrum the Intake sewage dlsmi system wnh the
,tnMuds xl tuna. M1erels, ns sn by Itr restrict of Safely AM Pmkssbml $ervkn and the Cwumimnt of NvuN MmOuri
gate of Wkmosin. Centfiabn strong that sum whic system has been milnuirred most he complettd and tawnedto the Se Cmix
Cmnry Pluming & Zoniag Detrainment wbmn 311 day, of the Nrte year expaniun date.
I/veaNtythe[N eleemenb on Nae fa4a talM1ehenofmylaur knowletlge./wenMere tM1e uwnegsl ufthe
properly de rid above, by vine ofa wurenryd ended m Ragbm of Deeds Otffie.
Numberorbedrumme smglS CPD
Q 4e R�Pz 1o/Ll1R
SIGNATU OF APPLICA (S) Dy'�
^.Any in! nian that is misnpmved may mull in the sanlluy pemh West rtvaked by the PWMMS is zonity Mammary e"
Iwlude with this Says lkuiona recorded warranty dad from Na Register ofNads ORu and a entry or Me emirtN survey map if
yers,i is made;, the warrants dead.
(R¢v.galtx)
snN.ne BuLdily oaeal PRIVATE SEWAGE SYSTEM
INSPECTION REPORT
GENERAL INFORMATION (ATTACH TO PERMIT)
Gnxi intention you poste my as was br m.Wry purpre. ae IPnva'Yla . e.16 W Illfm)1l
rid riNIIUSTRIEE tee nv.
Inpl.... eunmmn'.
TAIRV INFORMATION ELEVATION DATA
ovmv:ST. CROI%
lOJ5—JS-140
A9800482
TYPE
MANUFACTURER
CAPACITY
r STATION
BS
HI
FS
ELEV.
Septic
'o'/`r
is°�
Benchmark
Dosing
Aeration
BIdg.Sewer
Holding
Sl/Ht Inlet
TANK SETBACK INFORMATION
St/Ht Outlet
S'
P.
TANKTOIm
Or Inlet
e64 Y'
Septic
DtBottom
Doming
Header/Man.
Aeration
Dist Pipe
Holdingeat
system
PUMP SIPHON INFORMATION
Final Grade
5✓x,
A49%
Man runs,
Demand
GPM
Motlel Number
DH
Lih
Fritti
S st m
TDH It
Forcer
Le M1
Dia.on
TwIll
SOIL
BED/TRENCH
DIMENSIONS
1weth
Lllft,t
o
No.OtTrtnmee
%T
LAKE/SIRE
of car
nnae Dia.
tipma DeTn
SYSTEMTO
P/L
BLDG
WFIL
LEACHING
'Too er.
SETBACK
INFORIMTON
ne
N/F
CHAMBER
a um I,
can
GS
/a0
ORUNIr
DISTRIBUTION SYSTEM
an a
Dbr es
to.'a
Atpon9
venta rim,
en9tn/
Length— SWen9_
SOILCOVERw a stations Symms Only as Mound
oral -Grade Systems only
.pfno.e,
Depmwer
Death of
.aemmrsmaea
.mmmm
nmcenn.
aean,nmEdmas
a.n oxt
❑Yn oxe
COMMENTS: Include code discrepancies. personsproentoetc)
IACATION: HUDSON 27.29.19,SW,NW
944 DRIVE
— IDT 10
aRYAN
10'1
�
lvlr
v ILo G'(.U'
� Ir
I
J
Ye� �S
6,Si
%annevicanrepuiredi ❑ Yes ❑ No
6 %i 6
�
Use Omer side for additional Information.
Dm
nsce ahilgnature
con .Xt
SBDTWp3%1)
CSTaolq —pw4q
oaamnanlm i1963
. ,;ritSet SppIIL��yyALU COMM85, e
s, ,rFa'r ProlesSimal sarvlc'ea I��r'In krord166'd ml omet as. wM.Mm cW. P.Se v m 4
"ASan Tei Inc
gaohonnp^MesdMPlenen Papern kserroL,n axon lno5asm riu. blzcmur
nneoida"a'=unere l: "n :;aw, naiaraL°im wa nceml m:reRmee.
Plattrylnf aYlnhmrotlon.
n n u mamryaraqux,♦ Ism pl Mll
Cnunry _3L Cmlx
Pamal.
0 10 35145
OfNb
0
P'°P°MG'"^er
National Community Bank
PLMOI Loulm
NFlats
G1/SW i9. S,
TRN. FitLgBaw,
ProgMGm^ele Mellly Mpnu
]M Ryan III& Suite 100
U
ISW.WmCSW
CSM IM932
CM 6hbLp membe
Htlan WI S3
CIA nwAta � Raw, NamlRutl
action Ran OMe
New Co Ilse ml BASS, NMnwm CWx nllw Me GPO
-'ReNemm PUN' rtlal-Bnob:
'Artmeamal OulwaSh SaM anE G rN IB MMrN serini FI o] Onw, AI #gPeume _ N4 It
GlAAWmmeme Ma N wlhde M a wngllimM spun all 05 gpilpU rda. Slge of Seas 2%.
and reccmmaMWUOM X
Za.a-
�Bonner--�, Roanq
[: Pit owed SIAMlW. 1W.07 q CePAISIdem Ack, 96F µpTp� pnRN
nRxh
Hanson
I Opl6
pvrnnaM COW Rnov Cmaci
Mi CO 6Y Cmt Colq'.
I TMun'
6WMre
Gr_6z SR
fgnuebn¢BwMers
(APT
1 0131 IWO/3 FlLL
J U 24 IN-3/4 FILL
A
2rrgr
Aw
as
21ff
0.6
LO
_
sl
1ni
mB
a
14
3 24-31 10YM14
Many
grsl
ImsEk
mh
A
4 3196
105+6/9ASIA
5
WnNr LBwNq
Ll OR GrwmsuAm,a 97.E0' q. Ca I6bllmXingbdw___% c6d10pp1®es
tlon R
Homan
PoN6
mf OomnrCom
Mundell
ROOMbn
N. Si Cont. Colon
1TeMA
Sawn
MOn, SR
(Core
&unary
R
GPI
--
IEM
1
0-26
IOYY3/3
FILL
sf
Mgr
mh
1N
0.6
LO
2
2fi-56
10/M/9
FlLL
Is/5
Osg
ml
07
16
3
5696
l0m3/1
WgiER VR6FNT
4
Om
mM
--
---
0000
IMpn 25 cn Be WMr INMeec Bank AM am sand Imm, ux 0.q gm/gRlomlm Te
'EMuenr Xi•WOc>p<2pra4 en0i65 ap<160mq�L 'EflunMe3.6CGs<'p nprL VATSS 6pngM1
Chi Wma lPbeu PrinU SlpnaWn _Jq q C6TNmrbr
lTcma93. Stllmfp i3]639
Montt fitivnp EaIITMPg, lnc� Cab EWuamn Canumletl M1lp6uaNunMr
1595 rnM St New Rk6muq Wl 55cn ]242019 ]15]& 1978
PiPai Oamar Fiat Plational CwnmunM Dank Parcel ID 0M10I5-3S145 _ Page 3 0 4
FlI Gxmdsl,kneM. —99.35 _ft Nnit m land,;%=r 75a m. emu.__.:_..._.
1
0-09
10yI3/3
FlLL
51
LnsN
mh
Bs
M
p.6
1.0
Ifs
]¢OmKr0
P510p/6
10 5/6
h
Os9
ml
0.5
1.0
5
IOyrS/6
rwrq
Brs
OZS
mt
0.]
L6
f PH Grouts,PPH ebeG.—N.40 A. Afito lvlbwlwim pin TFirm A.e.1.
7 LJfiolll:g
t
D29
low3/4
ELL
9
]rrspk
mh
3T2991
IOyN/9/9
9rsl
IdM
_
nruh
-
_3
93-59
1O /6
Ih
Osg
ml
4
59-59
IN,46
wis
0mspk
mh
9w
5465:
IWA
nom
gtlh
ll4
mNr
c 65-74
IW6/5
rore
brs
Osg
ml
❑8 6m.b 1/�f1
non i,PH .6u�/' .95R NPOhlollmdmimr
mmpl Cobr
MV CeeeXgbn
pu. s:. CnmColo,
Tetln
6M[lum
G,. fie. fin.&FV3
Cenel¢brce
6wMerykwmMl
FlLL
sl
Ln2k
mR
m
0.6
1.0
10yr3/3
L IaM
mh
Its
0.4
0.]
1"16
Ips
3msbkmM
a
--
0.6
1.0
n�mpl
IOyN/6
16
l
mh
9w
--
45
l0
P,T5/6
hml-
.5
1pyr6/9Q9
ml
6Oyrbll
—
OJ
1me
�n i
fimnenl rt-600,>a0. zzomyL.ne rss>aoe_tso myl 51!F. mo.mAz.6Gpe.ad m9M1.mrsfi e_xmyl.
ITe Dep nPnr ofcmmnnre tsznequotoiat,pl nx^'lu se depianmtinl08-tf3151K uY6W2tO-8777 smittsm
mW mveA¢I lnunikmert Emmet plmuwmnntAe dePonmstn WB-1b6]01 mTfY6[&E60�B%J.
i Hn Owner FIrsL NAOm moody Wk Parml IDx V 1075-35-145 papa , 2 d 4
I—
y L Bonn
T6} InRwis
Soll Pppll on
LpIF
LAMnaMColw
Munsnll
PMpxpvulpl<n ConYWnwP
ou sa GmC Ior i Or. 5a.5h.
nd,rn
1
0-16
IOy132
RM
M
2"r
nnW
aS
M
0.6
1.0
2
36-23
lOp3/1
9LL
M
lfln k
mh
9w
Iw
0.4
OA
3
22-26
IOpH/qmae
9N
Im Ank
mIr
9w
--
0.4
0.7
4
2650
IOyrS/6Mna
lysl
2mMN
ml
gw
--tO.7
l.0
5 50�
1pp5/9
Osg
ml
1.6
a fi0-96
IOp6/9
0%
ml
—
1.6
XwIan915 mtle palES Mwcb kwm sgM xdsM/Iwm, use 0.69pN-0fl Matir9 rah.
E0nn9Y G<nn0 n e u e .-
.vu Gmne auma ale.. 9950' n. Dnpmroemalq haw 74a
I Od4 9LL
2 64]4 IOyM/6 Iprie 9 Om
BOXn9M r
Gmund sudge, awn, j99.24 fl CepO bllmM1kq /eaor 9j} m
FlLL
EMuen1Y1= EDD5l 301220 n yL and M IW3 150 MOIL - EXIunM 02•BD06< w ni am T96 r_Mm
IDe RryMreMof Com ¢ntyuel oppwNn u<provitlmondemplo}a. Ifyoo ncetlu im oe
<rtalma<nal'in an all<mna fwma�,pleett<on�x��hr tleparmienl al Wa-2663151 w1TT fi06-E60.aJ]J.s
St Croix County, Mq
mu .�areopioo
mneao
m o VAFIbRNE
s —��'� I
R�
Fie,Nakm onal Community Bank
I'^I
Legend
°° Ryan Wye
4
ueson WI X018
8y Jt 8'
D: 028107S3S145
�' �
^w+
1
3B2
A�pw:��S*
BM 1000' Too 01 wmeta Ire
{
BM3I ,32' TopWwastwna
1 `I 29n
W IIn amTani
^22
PARKING LOT 1
VAN DRIVE
a..
NY
RA
muss �
---
USNWVI2
',
N
BUILDING