HomeMy WebLinkAbout002-1009-30-130Wisconsin Department of Commerce PRIVATE SEWAGE SYSTEM
Safety and Building Division
INSPECTION REPORT
GENERAL INFORMATION (ATTACH TO PERMIT)
Personal information you provide may be used for secondary purposes [Privacy Law, s.15.04 (1)(m)].
Permit Holder's Name:
Jeffrey & Hilda Rhone
City Village Township
TOWN OF BALDWIN
CST BM Elev:
Insp. BM Elev:
BM Description:
TANK INFORMATION
TYPE
M UFA URER
CAPACITY
Septic
Dosing
O � �• 5
Aeration
ing
- - -
TANK SETBACK INFORMATION IJts, C �&@
TANK TO
P/L
WELL
BLDG.
Ven o Air Intake
ROAD
Septic
Dosing
�4
7
1
Aeration
Holding
PUMP/SIPHON INFORMATION
Manufacturer
Demand
'
GPM
A.*'
Model Number
W
TDH
Lift
Fricti n oss
Sys m ad
TD Ft
3
Forcemain
Length
%
Dia.
Dist. to Well
L_
I 100
SOIL ABSORPTION SYSTEM
BED/TRENCH Width „u Len th No. Of e�s ra
DIMENSIONS j
SETBACK SYSTEM TO P/L BLDG WELL
INFORMATION Ty ;ej,,0f Syste
�.� r1\
DISTRIBUTION SYSTEM ❑
County: St. Croix
Sanitary Permit No:
651320
State Plan ID No:
Parcel Tax No:
002-1009-30-130
Section/Town/Range/Map No:
05.29.16.67A-13
ELEVATION DATA "� . I JnLA I AK V�
STATION
BS
HI
FS
L V.
Benchmark
Alt. BM
Bldg. Sewer
St/Ht Inlet
7_0
St/Ht Outlet
Dt Inlet
Dt Bottom
Header/Man.
Dist. Pipe
�f Q
7'
Bot. System
Final Grade
Cover
1
,1
PIT DIMENSIONS INo. Of Pits I Inside Dia. ILiquid Depth
LAKE/STREAM LEACHING Manufacturer:
CHAMBER OR
UNIT Model Number-
Header/Manifold
Distribution t u
Pipe(s)
x H e Size
k\
x Hole Spacing
f
Vent to Air Intake
Length Dia
Len th Dia S acin
g —
g p g
SOIL COVER x Pressure Svstems Only xx Mound Or At -Grade Svstems Only./ n& a ..%.&_ /
Depth Over Depth Over
Bed/Tre n Center �� Bed/Trench Edges
xx Depth of
Topsoil
xx Seeded/Soddedl -
xx Mulched
7
Yes No
❑
Yes No
❑
COMMENTS: (Include code discrepencies, persons present, etc.) Inspection #1:
Location: 2252 115TH AVE
Inspection #2:
-IdXQ So�� � a. $i� *VW10A a 1.) Alt BM Description -(� � 1
2.) Bldg sewer length = 004kreAmt-03 001� 100)INA N0r�,(,j f SI(Il� M 0 a•`� �l
- amount of cover = 7 ,� V_L r0.00
V� � �' lhS •or
U
Plan revision Required? ❑ Yes No ?0.0 nA_ 0000
Use other side for additional information. /001 4) %5
SBD-6710 (R.3/97) Date6�
pctor's Signature Cert. No.
— SkNSN%)jV\. OVkh%6t ov ea-U&AVOr 1&0 Sa+wt
—, 'I
jnLiustry Service s uivisiun
4 82- 2 M a L I ]son and Way
4L A
202-3 d
C"i
-P 0
M-Lidisoii, Wi 5-1705
Sa n I I'l rl -�e`nnlli Ni-imbZr t (o be Ji [led in by Co,)
P k C T
7162
M 1L1 IS U 11, \V1 5 3 ) 7 0 -7 —7 162
oz0 z 3g
Sanitary Permit Applicati 011, State Transaction Number
I accordance %vith SIBS 383.21(2), Wis. Adin. Code, s ub m i ss ioi i o f I ii is fo nii I o t 1i c -Li p ji T-opri ate govern ni ent a i i i ill 3,
ruquir-d prior to obtai i I• iii-t. Note-, Applioatioii fLorms 'fo Project Address ( I" di dion mailipig address)
ining a s,,wit2ry per i r state-cwiied POWTS aFr. StibilliUCLi tO I I
In I I L
Iiie Departmeni of Safety and Professional Scrviccs. Personal information you provide: may be used for secmidwy
pui-poses w accordance with the 11rl vacy I -gym, s : 15.04(1 )(m), Slat q.
L Aj)plication Information - Please Pt-int All Information � — _� !_� _
Property0wrier's Name Flarcel 4
r; 11 dM
bo 4%/(71
da A2 MzSA!Lr
Pro p g r I m- ii c,-'s Mia I I Mg A d d ress —Z A I— Property Locatimi
Go-vt, Lot
City, State Zip Code Phone %inber
Section �5
41
.�h�. _ ._w. _....
OIL [itlil(li 31g (elleek .Jjj (tiat Lot M
IT, Type T N R For
P11 1 2 Family Dwel I 1j7g N umber of Rcdr000vs S it, I I v i� �on Na-me
Block # Ism—W
F1 It i`fl ic/Co:iiincrcial - Describe Use FTily of
F-1ti t 7Litc ()Miecl . Describe U.w CSM Number villagu of"
I&Utm
Vol Ll q
Ill. Tyl)e of POWI'S Perinit: (Check either- or "'Relflacenient" an(l other ap'Pli.c.13ble oil line A. Check one box on line R. O)Mplefe line C H
New SysIcm RC Pk1k:C111�l.,A syslkk111 D)d iQr Modification to Exisliiig Sys(cin (explain) E]Addltonal Pretreatment Ullilif (explain)
[]I Wding I'ank I n -0 roill nd E�I-Grade ound z- Individual Site L�esign ether ']*ype (explaill)
P
(convetitionall)
C.
R."Illewal Before
Rev i �10111
"'h aii ge o f ?I ki Ili be r
I-rIllisfer to Ncvv C)wiicr
I.iC;l PL revious Permit NumbeT and Bate Issued
Exp i rat i oil
IV, Alrea aii(l Tail k Information: 1% X
Des tgo F10%V (gpd)
MsIgri Soil batqgpdho r sal Area Required (sf) Dis ersal Area Proposed (sf) System Flevalic')n
992
n
Capacity iti Tolal 4 of Manufacuircr ■
G. allons (`Lffloils Units U
New Tanks Exisling Tanks
Ln (n LZ
men
Seplic or I lolding Tank
Dosiitg Chamber
Restn ponsibility Satemet- 1. the undersigned, fissllil//-/-611��H)Ilily ror instl hed 111-alo.,
V. qtjoll of tile ],()W,j1LS Stj()�k,jj [�Jj the a
Plumber's Name (Print N urtlbe rl L%tki rc M PiNI PR S Number �itisim-is [.1honeNtiniber
ov
P-Wber's Address (Street, city, State, Zip Code)
loot 15:U 42
V1. County/Department Use Only
, Approved
14
JXLt�: jm�kjk:d
k,� U I ng Agent S i
6g�
D /2
v El 0,,-�� i ri r
Conditions 0 � 7 -.�pr k�3)!U*UtA%A-
ov� qp-ci—
SYST'M O'NNER. � �kG�, `ems w�- ��
1. Septic, tailik,', Ili IL C3 d' :11--persal cell
must be serviced I rriint,alr,A -is per
marl, gemcat plan provided bv,,-�hjmbear. 0. &C L -
2. NI s e!.1b aL,,, k r t--;, o al re m P, nt rr! j s t rT--a -P n t;-i 1 n ead
-
Las per appiliGable code / ordI'. r T,
IW7 'A
AdAL�
\ I L I ( II 10 CO ",j 1) lCte I)IR Irt", I I j I' f 11 V S VS t V ITI 'I T1 (I -kfblll rl 14) MI' C41 LJ rl t)- OT111Y 01) IM I)irP' 110t IV'I'S 111:1 rl 8 v2 3L I I ill ches in sin
� I i-! � - 1) 3 Q8 I R t).; -, I I
j-)jZ0,jjnCj, Hilda Rhone
S 112 NE 1/4s 5
System PLOT PLAN
Af)j)ijj,ss 2252 115th Ave. Baldwin Wl 54002
ri- 2 9 N/R 16 VV TONYN Baldwin COUNTY T. CROIX
SYSTEM ELEVATION 101,1P 1.6' Sand lift DATE 9/25/23 BEDROOM 3
c (,)N, v, i , NTI ON' A L AT -GRADE CONVENTIONAL LIF'I' HOLDING TANK
N't () U IN D xxx SUPC HC TANK SIZ14 1000 Gallons LIFT TANK STZE DOSE TANK SIZE 650gallon
4, # C9
IRWI)ING 'IWNK SIZE LOAD RATE 1:0 M;S010.1-HON ARFA 457 of jj;j,j,j)ersnon
BENCHMARK v,izx, Top of 1/2" PVC Pipe
ASSUMI.ATI 0 N 10 0' Filtur Lifetime
71 BOREHOLE WELL 1z, It. s am o as benchrn ark
Scale 1 4U
0
0 4 8,0,
Proper!y tAne
IL
COIPY
115til Ave
lw�A
QC, _-) 1 99,
Area 15' Below
mound is to
remain
Undisturbed
Wisc-ansin Department of Safety and Professioaal Service
D -L v'L -., i on of I rid ustn. < -, -vices
48212 NI n d 1 son Y ards W a y
PO lio-% '7'02
Madison, W1 53707
October 17,2023
CUST ID NO.: 226900
SHA UN R BIRD
1432 120TH ST
NEW RICHMOND. WI 54017
CONDITIONAL APPROVAL
PLAN APPROVAL EXPIRES: 10/17/2025
MUNICIPALITY:
TOWN OF BALDWIN
T. CROIX COUNTY
41
SITE*
HILDA R1101E
2252 115TH AVE
BALDWIN, W1 54002
S 1/2 NE 1/4 S5 T 29 N.R 16W
FOR1-
Design Wastewater Flow N'-filue: 450
Beth-imms-- 3
Lkidling Factor S): I
Nlaintenance Required; Effluent Filter
P
Phone: 608-260-2112
Web:
Tony Evers, Governor
Dan Hereth, Secretary
IdentiFication Numbers
PhAik Revlei� N(j.: PWTS-102302334-C'
Applical ion No.:DIS-092342448
S 'ite I DNo.., St 1'- 1,21985
11 1 eas c refer to a] I i den t i J -i c(i o i i, numbers in each
cori-cspondencc with 'the Dqdrtnvnt.
Mound Componcm Manual - Version 2.1 (Mkay 2022-2027)
Pressure DistribuLion Component Manual - Version 2.1 (N-J,[v (')22-2()27),
SITE REOUIREMENTS
• A ful I iize copy of the approved plans, spo,.- i 1-1 �-,: ii i (�i i,:, al id th is- letter s- hLi I I be on -site du ring consl 1-i ict ion 4f nd opcii to I iisipcclion
by authorized representatives of the, DL.jmnmcw, wli]Ji way imAude loc�il imspectors. A 1111L]
41-3nalure shall be on the plans wh [ch are u,-,ed at the j ob si to for constructic n
The folltj��ing cimd1tierrs shall be met during construction or installation and prior to occupancy or usvv*
11 - i t C 0 Preserve dispersal irea prior and during construction to avoid distur[)LwL:c, compaction and L11,k:L)1'1r11�: III
a WiIII ne�� colistruction'. il is rccomiliended not to Jctl\ ate the pump in 111Q d0SC tall ik U111til the tanks are pumped prior to
homeowner occupancy.
Was tctiter generated from contractors cleaning 01-k:LiLfipinent and tools and/or lell over construction products shall not be
Ll 1 s c liar ed into the dn, i, i n,; (I is, c 1-1 L I rgi n g I I C 1) ri \,,,i t c (1 t i - 11 1 s (, ewat er treatment s y s. tern (1)0 WTSw Waste generated, shall bc
properly disposed of on-s I Ic oi,
A.11% [Iffl j-ase,, lc�sves "11111 Shrubs sliLlil 1)�, �,01 ;%Ilk E11 -Ind removed prior to tilling t11C Kifface, for installation to prevent matting
�!q
under the disliersal area. All j0k)S�- 01'-',anic niatcriLil to be rcrno-%,-,ed from POWTS Dispersal Arv4-,t.
a 1) i i c r( surf cc �-, atc r f'rom all I'( )'' \ " I'S Arc is,
Prior [0 CUILS11'UCIAWL of dit dispersal arula, clivek the moisture content of flic soil io a depth ol'8 inches. Srnearirig and
�2omj%tcting of wet soil will re cult in reducing the infillrafiWl capacity of the soil. 11ro[)Qr soil moisture content can be determincd
by rolling a soil sample bc tjArCen I h k� II'Ll lld�. 1 f' i t rk 1 1, i T1 I () -Li 1 1- inch wire, the sits is too wet to prepare, If it -CT-itinblc�- site
prep-L�r,Lifl on can proceed. If the site i N i o-o \� Q i ( k i J)rk: II-LI E.L., (10 t I ( II Ear oceed unti I it dries,
• Ml pipitig shall conform to SPS Table 384.30-3 anQ1 S11S
• Insulate building sewer beyond 30 feet per S PS -.1 jk:
6 Weil setbacks to meet chs. N R 811 & 8 12)
■ Tank Installation to follow all manufacture's recommendations.
■ Verify property line(s) prior to installation.
• Pump Floats to be set and verified per approved plan. Any changes may result in pump resizing to meet TDH and GPM
Specifications.
• Areas that are occupied with rock fragments, tree roots, stumps and boulders reduce the a.niount of soil available for proper
trcatment. if no othcr site is available, trees in the basal area of the motuld must be cut off at ground level. A larger fill area is
necessary when airy of the above conditions are eneountercd, to provide sufficient infiltrative area.
OWNER RESPONSIBILITIES
■ The current owner, and each subsequent owner, shall receive a copy of this letter including instructions relating to proper use
and maintenance of the system. Owners shall receive a copy of the appropriate operation and maintenance manual and/or
owner's manual for the POWTS described in this approval and Wis. Admin. Code § SPS 383.540).
■ 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 submittal described above has been reviewed for conformance with applicable Wisconsin Administrative Codes and Wisconsin
Statutes. The submittal has been CONDITIONALLY APPROVED. This system is to be constructed and located in accordance with
the enclosed approved plans and with any component manual(s) referenced above. The owner, as defined in chapter I o 1.01(I o),
Wisconsin Statutes, is responsible for compliance with all code requirements.
No person may engage in or work at plumbing in the state unless licensed to do so by the Department per s.145.06, stars.
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 Industry Services reserves the right to require changes or additions, should conditions arise
making them necessary for code compliance. As per state scats 10 1.12(2), nothing in this review shall relieve the designer of the
responsibility for designing a safe building, structure, or component. The Division does not take responsibility for the design or
construction of the reviewed items.
Inquiries concerning this correspondence may be made to me at the contact information listed below, or at the address on this
letterhead.
Sincerely,
7'4�wt &%ez" O&e4l
Tim Vander Leest
POWTS Plan Reviewer
Division of Industry Services
Phone: 608-516-6134
Email: tim.vanderleest@wisconsin.gov
Fee Required: $250.00
Fee Received: $250.00
Balance Due: $0.00
Refund Ex ected: $0.00
FIN
uover Page
Shaun Bird
Bird PlUmbirig Inc,
1432 120th St,
New Richmond VVI 54017
715-246-4516
Date: 09/25/2023
Oar`-vner: Hilda Rhone
Location: S1/'2 NE1/4 S5 T 29 N,R 16VV 2252 115th Ave Daldvin
Manuals Used: Mound Component Manual Version 2.1 (May 2022-27)
Pressure DstribUtion Mzwual Version 2.1 (May 2022-27)
P ag e #
1. Cover Page
2. Mound Plot Plan
3. Mound Cross Section
4. Pipe Cross Section/Pipe Layout
S. Pump Chamber Cross Sectbn
6. Pump Curve
7. Filter Specifications and cross section
8-9. Maintance and conlIngen, p!,-tn
h Attacments- soil test 77
Signature
26900
j-)jZ0,jjnCj, Hilda Rhone
S 112 NE 1/4s 5
System PLOT PLAN
Af)j)ijj,ss 2252 115th Ave. Baldwin Wl 54002
ri- 2 9 N/R 16 VV TONYN Baldwin COUNTY T. CROIX
SYSTEM ELEVATION 101,1P 1.6' Sand lift
9/25/23
BEDROOM 3
DATE
c (,)N, v, i , NTI ON' A L
AT -GRADE
CONVENTIONAL LIF'I'
HOLDING TANK
xxx
1000 Gallons
LIFT TANK STZE
DOSE TANK SIZE 650gallon
N't () U IN D
SUPCHC TANK SIZ14
IRWI)ING 'IWNK
SIZE LOAD RATE 1:0
4,
M;S010.1-HON RFAA 457
# of Cjj;j,j,j)ersncn9
BENCHMARK
v,izx, Top of 1/2" PVC Pipe
ASSUMI.� L 1, EV ATI 0 N
10 0' Filtur Lifetime
71 BOREHOLE
WELL 1z, It. s am o as benchrn ark
Scale 1 4U
W"A
lew
Mound System Cross Sectim atid Plaii V'
i..b iir pool s a a XP MWE
.. . . . . . . . . . . . . . .
7.
j
I Nw*
. . . . . . . . . . . . . . .. . .. . . .
A
iL ...a, .. . .
z
W
. . . . . . . . . .
woo aw Om
6616
K B
AL L
T
Feet
Topsoil As"rm C-33 Clean aggregate 4 in. sch. 40 Pvc
0
tertlsanll 1/2 to 2 2in. dia. observation pipe
Cap Ma -'a. d fi
Ueotextile P
-il- -fro
Fabric d
--i
Plowed Surface
Ft CL(.')n(oi.iv
"-7
S lope D i,,,, L: cLion
16,>
GENERAL INSTALLAIION: 'I"he mound area is staked out along the design COntOUr. Existing
vegetation is iiiowed rLind raked off the site. The �rnound basal area (L x W) 's p)owed with a moldboard or
Chisel plow. n)-Liy not proceed if the soil is wet enough at the plow depth to, form a IA inch soil wffe
when a SEIMPIC is rolled between the pwarns of the liands. AATM C-33 quality sand is placed immediately
after plow'ng. Sand is pl'iced w'01 El tr-actred macli'nc keeping 12 or more inches ofsand Linder the tracks or
placed overhead by a backtSjpvclal care nitist be used when PI'UCill�; SLIII�J of less than one foot
c
.d 4 4
millimize compaction of 01c �flowed surface, After the topsoll cap is placed, the entire mound
thiluiess to
is and mulched to promote veercWtive grovAh, limit crosion -and protect from freezing, The
1� 9 1 ketch and secured in place with rebar cal~ a closet flange.
observ�'aloii are slotted in the lo%vei- ()
Pav o f
10/0 7 1 e
Pressure Lateral Layoui
Two 1,aterals — EndManifold
4 Threaded
Cleanout
I Turn -up Plug
Manifold
ddh
M
x L
Long
Force Main Sweep
90
0
r
woli, S
Mbistribution r�4pct X "I)ecifications
Uater�ll Dnimeter
In,
M Cli ,I' t'O I d 1) i amete T
Orifice Dl,,:inl.L�ter In.
X (Orifice Spacin I n.
L (Lateral Lngth)�
M (Manifold Line..
Force Main Diainctcr
Force maiIII..'ength -->Z Fit. -A
11`D
9 0 0 0 0 Grade
6-8 Inch 1-,awn
sprink 1ei- Valve
Bo
Pressury SN,stem Constructioll
1
Laterals are constructed of Schedule 40 PVC
pipe. Orifices art drilled Perpendicular to
the pipe with a shun p drill bit and face down,
Lateral turn -ups termimEtW with ct threaded
cleanOLIt phig and are enclosed in a 6-8 inch
ja
(liameter lawn sprinkler valve box, acer.-,ssiNIV
from finished grade.
Page — /-- of �
03/05 19)
4D 0 9
Pt1-Dose C k. Cross
I'm
rank, manufacturer
W-1k M(jcjc:-j 1,'\�urnbor 1 7L17z
TO tal I ',Urd� C El P a C; I ty
/P'L"-
Max. 13tiry Dopth
I t c 1P1- Amu, factu r e r
r
er,formance
Section And Rump P
Minimtim Ptunp Performwice Required
Ft TDR
-Oil ainjiolin. 4"" Above. Grade With
ki,ig r)L;%fice. Inlot Manhole
\,Iplow GrWe Sealecl Waterdwht
fillb, WWI
Fil)islwd 01
-77 1'T7 770,
a
. .............
��i-
'Pixilp
7-
Primp mode'l Number
Aturm Manufaicturor
Alarm Model Number Jd�
S wi t Ch, TYP
Total Dynamic Head (MR) -
Network . Loss
Force, lma*n LOSS
Total
4ft
Manlwie iN111T ) .4" Al-,,ovu ("Y'riuk.,
With Locking Devict
SUG111-bly Mowited [1
L_ 11' - T
417, rk
-.1 - L
t et I t e r
AL
41
d
F 5 F# ��rl Inlet
4x
k
A.
mid Reserve Capacity
od.
-7 Tank Voluine I
1 P
1) i menstoll Inohes Volume, OW ,
a F l'1 ..
1.� IL
A L;5 i7ld,
oil
Off leption C
Y tit
(131ar III) 11,, 2 '1','
P
CI P Ft
P,OX IL?
�luse) C
b
(dead) D
I F i IIII
I Total q 1 0 0.0.1 X1
k k t I j
Fi-�;TZ_T .01
'r1-T-T-r-V1 . % Ir 1-
41" 1 1 L YJ F4 T -1 4 I.d I d , , , , 4 P I r,
I q 0 % P a . - % P I I . I . I I ' L:'. A r : , -1 $ 1 1 .1 0:1 + 4 0 a," I,,. 11F L : . 4 .
L'L i A L � ;!z I -A 4�. &A
L1.4-3-A : k. J h
fthw
BOtto,21
.jCVf111Y)t1,
WAM
GENERU, INST.AILLAIION; The septioldwe tunk is Budd od aLnd back filled irk accorclitzice with tht
product approval Hpucificittic)test Max 4nijtii depth of btj� as specified by the ma mi fact tirier mecty not
be excue�-)A without pxior -approval, MILI-111010 coviurs cxpuse d to gmcle linve IM effuutivti Inc, king devin Qmflock)
imtalld. Plpiug U the inlet and 'outlot is of approved material, connected to the tankw'Itli wfiteftigl)f Fittings, qnd
IuKl un stir lid ,soil to prevent sottfing or sagging. Tlio forcu niainissjevvwitli 4" Sub. 40 PV(" to bi-Idge the tank
'Iectrlual servict� complies w t1t N
excavaticiv almd 01C Slue"ve. is scale-41 \w-Iteilit F 1 1,41n EC 300 an(I Cuillun 16-29.
r
02/05 U Page of
280-SERIES
1/2 hp Submersible Etfluent/Sump Pumps
The Liberty 280-Series provides pi. cost effective I'mid-
range" pump for on -site wasto water systems, liquld
waste transf or and cc rn m ercial heaVy-d LAY SU 111P F) U111P
applica.tions that require highor hezad or more flow.
Designed around Liberty'Unique "Uni-Body" casting,
the 280-Series will provide years of reliable peilormi,,-ince
* Vortex style impeller perfnitth,19 passam of Solids
UP 10
v 416 stainless steol rotor shaft
9 Pori-Tianently, 111-ibricated upl)er and lower, L-Q. aring
* EpoXy,pr,)vjder coat finish
-e All fasteners - corrosion -resistant sta-inIcss steol
* V/2" Dischai,ge
* Stainiess steel botton-I screen - easily reniovablol
* 1v1 axim u m fluid tem pe rat Lire: 140' F,
280-Series Cord Lengths
Model 10'
251 (-2) 351(-3) 501(-5)
1280 Standard
I- I
Optional Optional Optional
---- --
281 Standard
Optional Optional 0ptlonal
283 St a t i da r d
Optional Optional N11A
2 87 t --i ri d n rd
Optional N/A N/A
1 O'cor-d lengfli standard on all models. For optional fengths,
add "-2, -3 or -6" suffix to
model nUmber.
Exwrnple: for model 280
with 3�'Qord, or,dc-r 280-3
IN I
C-0 Hz 34'0 RPM
Oil filled, thermalzly protected,
(PSC) Perm nnerat Split Capacitor
8.0 anil s 0 15V)
4.0 amps (208/23C)V)
rn AF
Model 280 Model 281
Nia ri t i a 1, VJre angle
no swit cli in �1 f lost switch
with quick -
disconnect
ssPM�a
Sp�
C ER T If iE
C, us Certified
Performance Curve,, 280-Series
40 t--T ' , 1 - T-T-i--r" . I I I -I - I . f - I - T [ - T—[ I I I I 1 --i -T7 12
5
3
2
U.S. Gallons Per rvli[)Ljte
q 8
713 114 15(3 192 226 270
Uters Per Mlnute
Dimensional Data:
Weight: 291bS.
Height-, 13"
Major Width: 10" (model 287)
Minim Sump Diameters;
Model 1, 281.14 11
Model 287 VM F, - - 101'
Factory svjitch Modell 281, 283 r0odell 287
setts n.9s VNIF
Turn oil level 13 9, 5
Turn off levell 7 4,011
TI-)a Mc;1d 2�3 feat-,;ios a fully adjustablo wide-angle float,
adjustmor, ts c..-Ir) 1�o made easlly by totliering the float to the 6-15-
charge piF)k, or ot her mounting point. Vortical float model 287 Is rio 1
adjustablc,,
X,
Moll 2-83
Wide wigle
float Switch
with series
(Piggy -back)
plug
Model 287
L VIVIF-Series
Vertical mag-
vatic float for
'Smaller pits -
Will Ooat-ato in
a 10 d ian-i otor'
SU 11,14
I kpn lions a- r) s 4. L$3 I o c), a -.0 LL w; t I -x,% I t r i C'. I „'G*.
Liberty Punips 7000 Af)pfe rrep. Avenue 9 i3ergen, New York 14416 * pli,onc 800-543-2550 Fax (585) 494-1839
vvw w. lib e rtyp I i i nps - G 0 111 C o p y r I ght 0 �l b o rty PLI FM J!9, I r)C, 2511
Ad rights roservod, LL17 2C00 R05/11
2 0 1 4�_04- s A
0A.S2W
A
-�Vr�►�4 � Ord' 41
.01 Cap between Case and Se!penfine ~
D
~'.\/
SECTION A -A
goo
►1 . �i E :.. < y-. :..� •:� . } :.f I err{ Z.r•
Page of � P
SI'ART UP AND OPERATION OV�7S check treatment tarlk(s) tea_ the presence of peinfing products oi other OhMtmals thilt
For new constru&on, prior to Ilse of 016 P
may �Jrpede the Vc%@tmont process arid/or datr.ag,3 the diSPzFS91 CP,11(S)- If high c;oIlcentratlons are detected have the cantants ofthj�
tag K(s) remo%jed by a septEige servilcing operator prior to uM
System start 'Lip shal� not occur when soil conditlons are frozen at the [nfiltratIve surface.
During power DLItagPS purinp tanks may fill above normal high"rater Invels, When power Is restored 1he excess wastevvataf- will bia
discharged to the dispersal cell(s) In One fargedose, oveirload'ing the call(s) and M'ay result In the loeyckup or surface discharge of effluent
vo avoici this situation have the contents of the purrs) tate removed by a Seplage ServIcing Operator prior to ros"Oring power to tke
OfflUent purnp or contact a Plurnbor or PODS Wntalner to assist 41 manually Operating the purip controls to restore normal lever
vvitIlip, tj,le ptpnp hail k.
Do not drIve o,r park VehICIOG ovor tank .s and cjIspersal cells. Do
15 Copt dawn slona of an mowid or at -grade c,,,olI obsorpilon area.
not drivie or park over, or olheRl�lsqe dislurb or compact, the area wilb!T1
Reducti011, UF e- I]Mi 11 atl(),') Of the f0110WIng fronrl,
the via SteW-RteF st rearn may km prove the performaw,p. and prolong the life of the POW
L Colton swabs, degreasers; dental floss, diapers-, dislrfectants; fat- foundstlon drfiln
antibiotics- baby w1pes)ults, . Cigarette [condorns, :
(surnp puin,p) eater; fruit and ve,9F--t0b10 P9elijigs- gaso'lne, grease; herblcides; meat scraps', m,edications; oll; panting producils-
pesticides, %,arl!tary rjaj,-)k[nr.,, tampons; artd Vjrqter Softener brine.
ABANDONMENT 8 that the system Is propcq1Y
When thePOWTS fa,ils emdlor Is VeffIlAllelitly taken out, of snrvica the following steps shall be taken to lr)SUF
and safely abandoned In compliance wiffi nlIpter Corm-n B3_33, Wisconsin Administrative Code'
0 A;l piping to tanks,-rAnd PI is shall be dlsrani-.P.Cted and the abandoned pipe openings Sealed.
a The cantents of al,(tanks and plis shall be wiinved and properly disposed of by a Septage ServIcIng Operator,
I . M
After pumping, a'11 tanks and pit s GhOil j�a BXCaVated apCf r moved or thelr covers removed a.,id the void space filled with S0114
gravel or another Inert solid rnaterlRl-
CONTfNGENCY PLAN
11, the POWTS fall,5 and cannat be, r6palred tfie fold awlrig rye asuras have been, or must ha. taken, to provide a code compliII1111
replacernerit systern-
0 A sultable replacement area has been evaluated and may be. uVH7.ed for the locatlon of a fej)lacerrant soil absarp,.ion systelm,
I he reps lacenieRt area should be protected from disturbance and compaction and should not be infringed upon by reqSul sled
setbacxs from exisilng and proposed structure, lot lines And wells. 1-::allure to protect the replacement area will result In the need
for a new soli ord site eva[uatlon to G-stRblish a suitable replacen,ent area. �eplacernent sy&tems must comPly with the rule4NI In
OffeCIL at 1110t, tame.
El A spa llable replacernent area Is not lavi�,'Ilabla due to setback andlor soli Barring advances In POWTS fechnologl( a
holding tank may �c installed as a last i,oscrl f,c) replace failed PMVT
XF_h ml S.
has nbeer evaluated to identify a su�jtabla replaceVel't area. Upon 1"-ali,ure oil Me P0%AJTS a soil and site evalunlJon
mus". be performed to locate aaulti;bla replacement area, 3 no replacan-%.ent area is avallabie a holding Irmik may be instra[leoll as
a Iasi resort to replace the failed PO'v�n'S-
" Mound and at -grade soil ab'surptiell syst.61.wq i-,iay be reconstructed in place fol'.owinq removni of the blomal: at the in15!trVIvP.,
'CO'Lace- Rec;onstructlons of such systoms 1-v)�.-st cniTjp!yvvith the rUlleg iil effect at that tl-!iin�
I
<<WARNING>>
SEPTIC, PUMP AND OTHER TREATMENT TANKS MAY CONTAIN LETHAL GASSES ANDIOR INSUFFICIENT OXYGEN. Do NOT
ENTER A SEPTIC, PUMP OR OTHF=R TREATMENT TANK LINGER ANY CIRGUMSTANNE S. DEATH MAY RESULT. RESCUE 0 -
PER ON FROM THE INTERIOR OF ATANK MAY HE DIFFICULT OR IMPOSSIBLE.
ADCITICNAL COMMENTS
POWT,S I IN' STALL
7
X
del,
Mwi -
S F=- PTAG E S E RVI C 1"11 G 0 P E R ATO R LJ M PE R)
Name
Phone lei
this d0(;WT1b1)1 �,Yus draftod :n cciinpliEri-w� 1�avilh Chapter SPS 383.122(2ifb)(,1
(dot;*
don
POWTS MAINTAINER
Name
PhDne
LOCAL REGULATORY AUTHORITY
Name
and (2) Vliscorislii Aft.1-iistria0ve Code,
FIOWTS OWNER'S MANUAL & MANAGEMENT PLAN %�
PS-8 of
�0
ILE INFORMATION
Owner
?
Permit #
DESIGN PAAAMETERS
Number of Sod rooms
0 NA
Number of Public Facility Units
Estimated flow (average)
gal/day
z
I Design flow (peak), (Estimated x 1,5)
Soil Application Rate
Standard InfluentlEffluent Quality
Monthly average"
Pats, is rease (FOG)
S30 rng/L
Bloctiern ice l Oxygen Demand (BODo)
:5220 mg1L 0 NA
Tot a I Suspended Solids (TSS)
--5150 :angle
!Pretreated Effluent Quality
Monthly average
Biochemical Oxygen Dernand (800!5)
S30 mg/L
Total Suspended Solids (TSS)
?5'30 Mg/L 0 NA
Fecal (._.ViForm (geometric mean)
04 clfu /I 00m, I
r; cf i a. 0 NA
iMaximurn EffI ient Particle SJze
_10then
Li
D N A
'Valyes typleal for dornestic wastewater and septic tank effluent.
IVAINTENAI�XE SCHEDULE
SYSTEM SPECIFICATIONS
S eptic Tank Capacity
al
0 NA
Septic Tank Manu facturer
1] N A
Effluent Filter Manufacturer
103 N A
Effluent Filter tviodel
,7
D NA
Pump Tan% Capacity
9 a I
E NA
Pump Tank Manufacturer
El NA
Pump Manufacturer
+ e
:D N.A
Purrp Model
'k
11 NA
Pretreatment Unit
A
E3 Sand/Gravel Filter
D Peat Filter
® 1`�`Iechanical Aeration
El Wetland
0 Dis,nfaction
11 Other
Dispt�rsal Cell(s)
1:3 NA
El in-Gro�ind (gravity)
0 In -Ground (pressur,zedi
ID At -Grade
?d-M-No U r I d
0 Drip -Line
177. Other -
Other:
11 NA
Other:
Other:
E) 44
Service Evont
Service Frequency
rnspoc-t condition of tank(s)
0 month(s)
At least en eve .3 :gyear s) (Maximum 3 yearF.)
VVhen combined sludge and soun equa�s one-third (X) of tank volume
At least once every. :1 nionth(s) (Maximum 3 years)
a r (s)
z s)
At least once everyrronth(
-
At least once every: month(s)
L>
11 NA
0 N A
11 NA
I NA
Z: NA
!Purrip Out Contents of tar? k's
linspect dispersal cell(s)
'Nlean effluent filter,
I.r
Inspect purnp, pump controls & a larm
-1
16-1ush laterals and pressure test
At least once every:
..g-yeaYSL
month(s)
; yeafis)
El NA
_13ther:
At least once every-
11"'Nonth(s)
L N A]
t b
L
N A
MAINTENANCE INSTRUCTIONS
4 j d dispersal celis shall be mad Isped,ons of tanks an a de by an inil iv'dual carrying cre of the follQvvinq licenses or certIfications. t)astar
Plurnber; Master Plurfter Restricted Sewer: POWTS Ir5P;,4,Ct0F, POWTS L-1j'airota iner; Septa ServIcing Operator, Tank Inspections rnust
linclude a visual inspecl-;on of the tank(s) to identify any missi°nj, or broker, hardware, Identify any cracks or leaks, ran easure the volume of
p-amLinujd sludge and scurn and to check for any back up cr pondIng of efflue,it on the ground surface. The alspersal ce!l(s) shall 'C e
�js,Ljally inspeCtea .,o check the effluent 'evols, 'in the observat-on pipes arid to chec.4. for any ponding, of eftioQnt on `he grourid surface.
The ponding of effluont of the grl)und surface may ill-o'icate a failing, condition and roquires tho irurnedifatQ notification of the local
regulatory aLAthr,)rity.
INI-;en the coribireed accL;rnu:a*,1_on ,J sludue and scum in any taiik equals one-third (;) or rnore of the tank voLime, the entire cowants of
Ite tank shali be rewoveby a SGp',-aga Servir-ing Operator and disposed of i" ar-Cor-dnrice with rhapter NR 113, kAfisconain
Administrative udo.
jjg
INI other services, iiiic,uding but not line lied to th5erVi
e LJ Of eff luent filters, mechaiilcal or pressurlized coomponants, pre veatt-nei-it Units,
lind any servicing at i,,itervais of :512 months, shall be, per -formed by a certlfled POVI7S Maintairer,
A Service re port sha!l be provided to the local requlatory aut1hcr;,ty,.-11ithM 10 days of completion of any sarv,ca event,
f Or
-„ . File #:
S-r. C R 0 m r, TY, SANITARY SYSTEM Office Use Only
OWNERSHIP/ADDRESS FORM
Created 2/2021
Community Development Department will utilize this information to provide the property owner with
information regarding operation and maintenance of your new or replacement sanitary system! This
information will be provided as part of our ongoing efforts to, protect public health, your well, groundwater,
surface water, property values, and county resources. Once approved, this completed farm and educational
information will be sent to you by email. if you would life to view your issued sanitary permit online, you can
do so by using the Pro ert Files Scanned weblink.
6AW N�- ie
Mailing Address
City/State/Zip asUuLif=jz�
Phone Number (required)„ Z1111 r,0"G
Email Address (required)
Parcel identification Numbers
(found on the property tax bill)
N:E:. -SYS". L�IL :SCRP`�s :
I
Property Location 1/4 Sec. T N RLw,Town of
p
Subdivision Plat: BO- , Lot #
Certified Survey Ma # 12.2 3 - Volume w Pa e #
g
Warranty Deed # 07-S Z (before 2006)Volume _ . Page #
Number of bedrooms Spec house C3 yes C3 no Lot lines identifiable;kv
%.-A es 13 no
This form must be submitted with all Private Onsite dater Treatment System (POWTS) applications.
New System: Include with this form a recorded warranty deed from the Register of Deeds Office and o copy of the certified
survey map if reference is made in the warranty deed.
Community Development Department — Land Use Division
7 5-386-4880 St. Croix County Government Center 7 5-245-4250 Fax
d sccwi,00v1101 Carmichael Road, Hudson, Wl 54016 www.sccw(jaQv
;1 01TRINNIFITir,
,)actimEnt NLJmbt,!r Dll%[_U!Tl€�riIt NariE-
THIS DEED, made between
e
Jesse A. KKff to ,UC
oshenina and Cricia M, ostierlina, iarried j] other
("Granter," whether one. or niore), arirl
,Jeffrey A Rhone and Hermenq kia K Rhone, -narried it) cither, as survivorship
marital property.
("Grantee, 11 whether one or morc).
Grantor, for a valuable consideration, conveys to Grantee 1he following described real
estate, together with the fixtures, Profits, rents, and other appurtenant interests, in
Saint Croix County, State. of VVIsi.-onsin Property") (If wore space is needed, plra,-Iso
attach addendum )-
1
BETH PABST
REGISTER OF DEEDS
ST. CROIX CO., W1
RECEIVED FOR RECORD
08/21/2023 02:07 PM
EXEMPT':
REC FEE 30.00
TRANS FEE 540-00
PAGES:1
**The above recording infonmatiotl
verifies that this document has
been eller-trenically recorded
& irCtUrned to flic! submitter
Re, co rd 1 n g Ar-e a
Name and Return Address;
Jeffrey A. Rhone find Hermenigilda K_
Rhone
LOT 13 115th Ave.
Baldwin, \NI 54002
002-1009-30-130
PZ-41cel Identification Number (PIN)
This is not homestead property.
Lot 13 of C _EL. P,; iF IED SURVEY UAP recorded IF ebruary 2, 202 1, in Volume 31 of Certified Survey tvlaps, an page �691 81 as Document
No, 112234 (*, 'Town of Baldwin, St. Croix aunty, Wisconsin.
I t 1 F1 'n-ijille anfree a
d nd nicer of encumbrances excepl.-
Grantcr -wS the title to the Property is good, indefeasible 0 fpe s i
Dated-, lq
le-
j P A K r -A j) -3
%j
AUTFIENTICA'TION ACKNOWLEDGMENT
Signature(s), Jesse A Koshernva i-Mll CFIC-1f1 M Kosf-iieniina, STATE OF WISCONSIN
rularried to each othor authenticated all
TITLE M EMBER STATE BAR OF
(If not,
authorized by Wis, Sl+al- § 706.o6,1
1-HIS INSTRUMENT'DRAF I L. D BY
Legacy Title - Bruce Dark
8519 Eagle Point Blvd, Sulte 105
Lake Elrna, MN b5042
N-1- , , yjff. narn� t.,elow signaLres
COUNI-Y OF SAINT CROIX
1, — ----- r. a Notary Public
for the Cc)urity of Sa`nt Cr-,-Jx r,An(f Stnte of Wisconsin, do
herel)y certify that Jesse A. Kosherflina and Cricica M,
Kns,heriina, married to each other, personally appeared
[�)efare nie this day and ,icknowledged 'he duu, execution of
the forepaing instrurrent,
Witness my h@nd and official seal, this the of
Augusl
I �� Ill t 1?04 e0.0
. U . ... .....
P
f
Kiaml I_ T e Is ho v)
My COMMIIS_� 'on F Direls.
g7
PUBV
7
(SEAL)
ril cay be a�ithenficaled c)r, ackj 1 f " VV J C' C j Both 3 r'L4 (10 t F1 U C C! S S a ry-
St. Croix County 1170252 Page 1 01
;a ----------- _. _ ... .......
---
ASPHALT SHINGLES
f7777—
2036 WiNDGWS / .
TTEw
�..
s
VINYL SIDIN6 -s :�� . r \\te
....... -
Z 6 BELLY BAldC r'
_ : —� �` 1_
r ^ ... --- - - .�,_._ _ ................... ......... \ ... ................- -- ---
- - ----------------------------------- --------
- - - -t- - - - .... f ' �..
-; - -- ---- -
-._.. - .� e r r rsrcu irr,.-..rf � rrr• rrr rrr;r {4{
f ry rr �frrrr,d•
- - _ .�s '€� 1 a— -t � i� - - . i i-; i ! cvLTURfD sroNf
_= f -� �� ., . s i a '' 24' RETURN U.hi 0
i_
a __ ._ . .. ---
Fl!
1"S O�R DOOR aX3 O H- DOOR
.e2R;Lwzap-llol
RIGHT ELEVATLON
-
g
- -- — — ---
:� . ......
ME Eff. NO Qi
LEFT ELEVATION
FOUNDATION: 1.567 SQ.FT.
MAIN LEVEL: 1,567 SQ.FT.
GARAGE: 729 SQ.FT.
+�x
ti
1411 CERNOHOVS AVE., SUITE A
NEW RICKMOND. WI 54017
715.243=01
AVANT BUILDERS
COPYRIGHT NOTICE
COPYRIGHT FOR THESE DRAWINGS IS OWNED 8Y
AVANT BUILDERS, THESE PLANS MAY NOT BE RE -USED i
FOR ANY ADDITIONAL STRUCTURES, MAY NOT BE
ASSIGNED OR COPIED, AND MAY NOT BE MODIFIED
OR USED IN ANY RE -DESIGN WITHOUT PROPER
WRITTEN CONSENT 02 AVANT SVXLDE► $.
DATE DESCPRITION
9�G.��D�3 QRIGINAL PLAN pAT�
23-34
XXX 115TH AVE, BALDWIN
WI 54002
ELEVATIONS
Pralre Number 23-34
use Plan REIGN
1/5
a
S=te As indicated]]
a
0
a;
Q
7
NOTE:
1/4' TO BE ADDED TO ALL DOOR
R.C., 5
HEA 0 EFL HEZG HT5 TO BE 6 - -W
UXO,
I
_i. — ==91 . . I I k i 11 1 . -====( . .
— — — — — — — — — — — — -- =� — — — — E56--
SL5036 SL5036 - - - - - ��03_6 - - - - P - P2G5c�-- - 7 5 3c - - - - - - - -
'er 11 . Q6, H"
*TEMPER r UP TEMPERCO'
7
3 c�
L
3. - 9-L
FOUNDATION
1 3' - 4 1/2' STEPPED TO
LOOKOUT
F__
F
IS" FLOOR TRUSSES 19.2" O.C.
18' FLOOR TRUSSES 19.2' O.C.
L- - - - - - - - - - J
T
*KE-P. LOCATIONS TO
BE DETERMINED ON
5rTE*
S �UFER
FGUNDATTO�1
L- - - - - - - - - -
STEPPED TOJ
LOOKOUT L
I
F - - - - - - - - - - - - - - - - - - - - - - - - - - - -----------
- - - - - - - - - - - - - - - - - -
GARAGE FROST WALLS
8'X 4'-0" POURED
rys CONC. Wl MASONRY
4 - - - - - - - - OPENINGS AS NOTED
L- - - - - - -
- - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - UNEXCM IATED
4"MIN POURED CONC.
ON 6' COMPACT FILL
Z,
Q
L
- - - - - - - - - - -
L- - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - -
. . . . . . . . . . . ........ -------- ...... ...... . . . . . . . ------
J
FOUNDATION LEVEL PLAN
1/4" 7 V-T
1411 CERNGHOUS AVE.. SUITE A
NEW RICHMOND. WI 54017
715.243.0001
AVANT RVILDERS
COPYRIGHT NOTICE
COPYRIGHT FOR THESE DRAWINGS IS OWNED BY
AVANT BUILDERS. THESE PLANS MAY NOT BE RE -USED
FOR ANY ADDITIONAL STRUCTURES, MAY NOT BE
ASSIGNED OR COPIED, AND MAY NOT 13E MODIFIED
OR USED IN ANY RE -DESIGN WITHOUT PROPER
WRITTEN CONSENT OR AVANT RUTLDEAS,
DATE I DESCPRI710N
23-34
XXX 115TH AVE, BALD WIN
WI 54002
112" FOUNDATION
ProJCCT Number 23-3
B,o,-c Plr-r, REIGN
1,567 5Q.FT. 2/5
UNFINISHED
1scale 1/41( = V_oil
NOTE:
114" TO BE ADDED TO ALL 00CR
R4.'5
HEADER HEIGHTS TO BE 6'-8"
U.N.O.
3' - 9" 4' - 6"
ZI EQ 2' - 4" 3' _ 6" 3' - 6` Z.-B.
Ilk
MAINLEVEL PLAN
1E%4" _ 11 _011
1,567 5Q.FT. FINISHED
729 SQ.FT. GARAGE
Fi
w
1411 CERNOHOU5 AVE-, SUITE A
NEW RICHMOND. WI 54017
715.243.QQd1
AVANT BUILDERS
C:)PYRIGH7 N0710E
COPYRIGHT FOR THESE DRAWINGS IS OWNED BY
AVANT BUILDERS. THESE PLAN5 MAY NOT BE RE -USED
FOR ANY ADDITIONAL STRUCTURES, MAY NOT BE
A5516NEO OR COPIED, AND MAY NOT BE MODIFIED
OR USED IN ANY RE -DESIGN WITHOUT PROPER
WRITTEN CONSENT OR AVANT BUILDERS.
DATE DESCPRITIQN
23-34
XXX 115TH AVE, BALDWIN
WI 54002
MAIN LEVEL
Project NLIrber 23-34
Base Plan REIGN
3/5
Scale- 114"
MAIN LEVEL WALL BRACING
BRACING...
BRACING SUPPLIED
3WL_l
91-011
15'- 61p
BLW-2
91-011
15t- 6pl
BWL-A
12,_011
16f- olp
SWL-B
12'-()"
16+- 01?
LOWER LEVEL WALL SPACING
BRACING REQUIRED
BRACING SUPPLIED
BWL-1
N/A
N/A
BWL-2
121-01,
14'-0"
8'-0" FOUNDATION
BWL-A
17'-0"
SUPPLIED
REMAINDER
14'-0" FOUNDATION
RWL-B
17'-0"
SUPPLIED...
LOCATION OF BRACED WALL PANELS ALONG BWL I MLI Eitiv pt - KNIAL I-KA %IL Hv_%C L CUNS I ki (.'I It^ ST. C RO IX C 0 UN'
1�1L L
12-6" MAX. DISTANCE FROM END OF 51DE
" vip-2144 fqw^lf�
21'-0" MAX. D15CTANCE BETWEEN PANELS UlKle Cr -Loa'y
prxr kit
• 4'-0" BRACED WALL PANEL U.N.G. ewu vvffl 04
• EXTENDED HEADER
cwum cK cakmmm Z *A" m r au �__w-vmwpu.Tffv.
VNTRAX A& alinp-lin �re..wa
CAM SYN *Xs es %MJarse ?" 1411 CERNOHOUS AVE., SUITE A
NEW RICHMOND. WI 54017
715.243.0001
W'"Zft'r f'='"AV'rQ Z =PM IWM# WL 110-� am weft t
e b"rr"CK nam Sft--Tk"x. Mal. AVANT RUILbER5
MAIN LEVEL WALL BRACING
3/16" = V-0"
FOUNDATION LEVEL WALL BRACING
3/16" = 11-0ll
COPYRIGHT NOTT!2E
COPYRIGHT FOR THESE DRAWINGS 15 OWNED BY
AVANT BUILDERS, THESE PLANS MAY NOT BE RE -USED
FOR ANY ADDITIONAL 5TPL)CTURE5, MAY NOT BE
ASSIGNED OR COPIED, AND MAY NOT BE MODIFIED
OR USED IN ANY RE -DESIGN WITHOUT PROPER
WRITTEN CONSENT OR AVANT BUILDERS_
DATE DESCPRITION
23-34
XXX 115TH AVE, BALDWIN
WI 54002
DETAILS
Project Number- 23-34
Base Plan REIGN
4/5
Scale 3 /16 l'-O
CONT. RIDGE VENT,
NOTSHOWN
12
6�
ARCHITECTURAL
SHINGLES
I5# FELT UNDERLAYMENT , R44 BLOWN
112" ROOF SHEATHING INSUL
ALUM. DRIP EDGE POLY VAPOR
2X6SUB FA5CIA BARRIER
ALUM. FASCIA 5/8" GYP.BD.
ALUM. VENTED
SOFFIT POLY VAPOR
BARRIER
I/2, GYP. BD.
TYR. EXTERIOR WALLS
SIDING -
HOU5EWRAP w
7/16" 053 WALL.
SHEATHING
2X6 STUDS e 16' O.C.
RI9 FIBERGLASS INSUL.
SPRAY FOAM
INSUL. GI RIM
3/4' TLG
DECKING
Y
18' FLOOR TRUSSES Q 19.2' 0.4
TYR. EXTERIOR WALLS
SIDING POLY VAPOR
HOUSEWRAP BARRIER
7/16' 056 WALL SHEATHING
2X6 STUDS Q 16. O.C. _
A19 FIBERGLASS INSUL. TREATED SILL
PLATE o
,T-BOLT TO BE
WITHIN 18' OF AN ^
GnADE __ OPENING AND NO
MORE THAN 7Z`
APART
1 1/2" THERMAX
TYR. 8" POURED CONC. INSUL.
FROST WALLS 3 112' CONC,
STEPPED AS NOTED FLOOR
OLY VA OR
BARRIER
CONT. CONRETE FOOTING FORM -A -DRAIN
1'-8' X 8" MIN
W/ REBAR PER CODE TYR. BOTH 5IDES
STEPPED AS REQ. OF FOOTING
1/2" = V-0"
POLY VAPOR
BARRIER
5/6' GYP.BO.
POLY VAPOR
BARRIER
5/8' GYP.80-
POLY VAPOR
BARRIER f
1/2" GYP. Bb.
w
TYR. PARTY WALLS
5/8' FIRE CODE GYP. BD._'
2X6 STUDS O 16• Q.C.
R19 FIBERGLASS INSUL.
SPRAY FOAM
INSUL. a RIM
314" T66
DECKING
1
ENTRY LEVEL
STRUCTURE
-1
.ten 18" FLOOR TRU55E5 LQ 19.2" OX
L—�
_ _ m_;
TREATED SIll
PLATE
^
J-BOLT TO BE
WITHIN 16' OF AN
OPENING AND NO
MORE THAN 7Z•
APART
v
c
i
1 1/2' THERMAX
INSUL.
TYP. 6" POURED
CONC. Y
FROST WALLS m
STEPPED AS NOTED
^
3 1/2' CONC.
FLOOR
CONT. CONRETE FOOTING
V-8' X 8" MIN
W/ REBAR PER CODE
STEPPED A5 REQ.
POLY VAPOR
BARRIER
FORM -A -DRAIN TYP.
BOTH SIRES OF
FOOTING
GARAGE PARTY WALL SECTION
SPRAY FOAM
IN5UL-e 3/4,T&G
R DECKING
V18WlLOOR TRU55E5 42 19.2' O.C.
2PLY 2X8 TREATED
SILL PLATE
POLY VAPOR
7-BOLT TO BE WITHIN S BARRIER
18' OF AN OPENING AND
NO MORE THAN 7Z'
APART 1112• ~
THERMAX
INSUL,
CONT. CONRETE
FOOTING V-8" X 8' MIN ` ' FORM -A -DRAIN TYR.
W/ REBAR PER CODE BOTH SIDES OF
STEPPED AS RE6t. FOOTING
WALKOUT WALL SECTION
1/2" = 1 P -0"
9 1/2•
6x6 TREATED
POST 1/2'
1" LP WRAP
IX6 LP WRAP
IX61P WRAP
1 I
] I
1 I
I I
I I
etch TREATED I
POST
I I
! I
I
!
1" LP WRAP f !
I [
I I
I [
I f
I I
l I
I I
IX6 LP WRAP
POST SECTION
1/2" = 1 P _0PP
Yti
1411 CERNOHOUS AVE., SUITE A
NEW RICHMOND. WI 54017
715.243.0001
AVANT BUILDERS
COPYRIGHT NOTTCE
COPYRIGHT FOR THESE DRAWINGS 15 OWNED BY
AVANT BUILDERS. THESE PLANS MAY NOT BE RE -USED
FOR ANY ADDITIONAL STRUCTURES, MAY NOT BE
ASSIGNED OR COPIED, AND MAY NOT BE MODIFIED
OR USED IN ANY RE -DESIGN WITHOUT PROPER
WRITTEN CONSENT OR AVANT BUILDERS.
DATE DEsCPRITION
23-34
XXX 115TH AVE, BALDWIN
WI 54002
SECTIONS
Project Number 33-34
Base. Plan REIGN
5/5
sale 1/2" = Fa
� i ��`� �Zo
I"b vP� Z
%%-�� �S �- roec�e Ste. �J�5� 4 3
r1a
6
L M I I
1 4-1 L 4-
ir-1, 4 1 1 P Ir
r.l. f 1e 1.I i L 6 1
i'D LIIF F I Li
113
lim *,Irl
l11W1il.d b,I wm �11b!v44flm4.'m F::
mom so "V
'll
M- FL
MATi LEVEL 4& ENTRY
LOWER LEVEL
I SC. FT.
E
Wil.Mg YCV D6rmFQM'fCU14 MUfft
(715)248-3010
ter
ti
NC)TIl-Er
to 6J.E pff, C*J!
WZ5. AMC L-b': 4-
AWE-WAAPRIC;
—,Az. mLA T
ElMdA*—F%W2C
kc-" wm4m Trv&
irw..hLLV SUM CEL
Oevening Homes
ELEVATIONS
Al
4
f
(DE
13-41-4vmtomOIL606
alu
ow W" "a ",u
zi
lb
MXK
'
[
KW
Ar
immuLtummuol t
r
Mir"
. ..........
N I
cm w Cowrom PLL
FOUNDATION PLAN
SCAW, IW m V-a
�Oovorft Nomms ur
1.4n co"Welow Ave, 5140 A
Mom ftoomik VA 54017
L7115.M.C=t
wvr Aum
CoraWM FM Tmot PLUMNO 6 CMS= Vr OM4W MOW5
Ur_ reX ftAP6 MAY Wr W IM404M MA AW ACQffX*ft
STXX'n0=. MAY Wr W AMOW CK COPW "V L"Y"MM W
mopirm Ca um m Aw rg=5&v wff"OUT Purm *Vffmo
cooem Or orw1moo6 moLC5 Ur—
r .-- -I
PLAN IWORMAPON:
orliGoft ft" OATC
WC
rzv*ee ft" M C&MAIM WIT
imig
JOB-INFORMATIOM
I 4•07 mm
LcwAR Lev&; wx 5o ri.
MAN UVW 96? 5a
V"M ram," 50
GMAOt M 50.
TWA, X"s 50.
5mmT INKAWATION:
cm w Cowrom PLL
FOUNDATION PLAN
SCAW, IW m V-a
�Oovorft Nomms ur
1.4n co"Welow Ave, 5140 A
Mom ftoomik VA 54017
L7115.M.C=t
wvr Aum
CoraWM FM Tmot PLUMNO 6 CMS= Vr OM4W MOW5
Ur_ reX ftAP6 MAY Wr W IM404M MA AW ACQffX*ft
STXX'n0=. MAY Wr W AMOW CK COPW "V L"Y"MM W
mopirm Ca um m Aw rg=5&v wff"OUT Purm *Vffmo
cooem Or orw1moo6 moLC5 Ur—
r .-- -I
PLAN IWORMAPON:
orliGoft ft" OATC
WC
rzv*ee ft" M C&MAIM WIT
imig
JOB-INFORMATIOM
I 4•07 mm
LcwAR Lev&; wx 5o ri.
MAN UVW 96? 5a
V"M ram," 50
GMAOt M 50.
TWA, X"s 50.
5mmT INKAWATION:
SHEET
2 OF 5
FOUNDATION
MtDjecr f.- 15-5r,
5CALE� A5 SMCWN
kl�
ET V
J'
3 0
0
Wis, Dept of Safety and Profess'janal Services SO I L E---!Z Page Of
Division of Safety and Buildngs I
in ai=rdame with SPS 385, Wis- Adrn, Code
County St Croix
Attach compl'ete 'Site plan on paper not less than 8 112 x 11 inches in size. Plan must
include. Paul, not limited to. vertical and honzontal reference point (8m), direction and na 1)0
perceni slope, scale or dunensions, norlh arrow, and location and distance to nearest road- IIDOq — go— 4�
Please print ill information. Revl§�w Date
,Personal informailon Voo 'ovlaf? mil'y be w far sp. cond a ry purposes Privacy Law, s. 15. 04 ( I ) (m .171 11
Property Owner Proper y L oca ti n
FOH1 -tild N-16)dy K�inlen S ],,2 'NE T I r
Govt - 1, of 114 1/4 S N R Oor) W
Property Owner's Mailing Addresc. Lot # 8 lock # ubd. Name or, CSNI#
1 187 _120th St 11tikown �It tile tinic o f evil I liation
City State Zip Code Phofie Number 11-ity Village E�OWR Nearest Road
B-itkkvill %V 1 5 4 () 02" 7 1 5-64-26 13' 13I 1 1 I 11 nth Ave
Fol New Constructioll Use � Reslidenfiaf I Number of bedrooms 4 Code derived design flow rate 600 GPD
13 Replacement Public or rrltrmefdal - Describe- Ila
� _ _.__ _.
Parent m,-,)1Pnal Pillcd Glacial Dritl Flood. Plain elevation if applic-able /',na
Genf-, ra I co m m c n Is M ou n Ll Desi gn, systcni cle�.-,:Lifion 100 �Sdl based on contuur I ink, �- I c i tin 99.00 11. M i nii-nu m 19 in�hes o I" A '-)" T \1
and recommendations: 1110UIld S-LInd. W"'
Lj Ronng
Boring ;V 20
F1Pit Ground surface elev. N Depth to limifing facer in. Soil Applic-cation Rate
Honzon
Depth
in.
Dof T1ir1antC(llQF
munsell
Redox Description
Chu. Sz- Cont. Color
l' exture.
Structure
Gr. Sz. Sh.
onsistence
ourith-Iry
[Roots GED/ft
*iffftli E -'-ff#2
0- 10
1 0yr3/2
I
nisbk
in rr
1 20
1 Oyr4/4
none,
SICI
')jiisbk
ul 1r-
!_T
-4
2
5vii-4, 4
C20,5yr 5/6
1
ni fr
I'Li
J)
----- -------
Boring U Rorintj 98.70
Pit Ground surface elev. Depth to limiting factof Soil Applioalion Rate
- -----
Horizon
Depth
b
Dc.'jmiriarat Color
munsell
Redox Description
Qu. Sz Gorit. Color
Texture
— - - — --------
Structurp
Gr. Sz. Sh
L'.nnsisten ce
Boundary
Roots
GPD., -ft -
SO
2nisbk
ill 1r
CS
1Vf
I Ovr4'4
Mine,
sic]
2 T
CS
1Vf
.4
.6
3
vr4 4
n0nC
I I
rl 0'r
CS
na
.4
.6
4
23-30
v r-4 4
L 7 1; r -Z 6
'4'
4.7rIIna
A)
.0
B! F', S >X< 1Ele-t 42-07) < 30 rn.LS<0nq/3L
C 11_' ICST Number
Rj�, (1 -1 Stccl
Address Date Evaiiiation Conducted Telephone NuwbE:,r -47
1 (),,)k) i 50Stith st .dew Richn'icind, %V] 5-;() 17 7-26-270 19 715-760-u-)
SBD-8330 (R I I � I I)
. 1om and Meld Kanten
Property Owner W
Parcel ID #
IBM
Page —of
Boring # Bon'n99-40 17
Pit Ground surface elev f 1. DepVi to limiling factor.—---—, __ In. _F70r7iApplicabon Rate
Horizon
Depth
In.
Dominant Color
munsell
Redox Description
Qu- Sz. Cont, Color
Texture
Stract ur
Gr, Sz. Sb.
onsisten ce
oundary
Roots
1
Gpolft
:-:f f#1 I
EE f f 2
I
10
1 Oy3/4
1101,11C
2msbk
ni fi-
CS
.6
.8
5yr4/4
set
2 n i s b k,
m fr
C.S
na
I Vf
na
.4
.0
17-30
5yr4/4
c2l dT 5 Y r 5 `0
-C]
r r Ll Boring
Pit Ground surface elev. fl. DepO'i to lirri,,�Ir)kj 1. of I Ap p I ication Rate
hurizufn Dept�i Dominant Color Redox Description Texture Structure Bf)jj".,Lriry Roots GPD/ft
in. mun:sell Qu. Sz- Cont. Color Gr_ Sz- Sh. -ff#1 -ff#2
Bming # Boring C F (.) k J! I f t, r 1'e.) e (l ft. Denth to fir hire fartnr in
Hit
Bming # Boring C F (.) k J! I f t, r 1'e.) e (l ft. Denth to fir hire fartnr in
Hit
FSOil A ication Ratr,
--lorizon
Depth
Dc)minant Ca-lor
Munsell
Radon E) o ir `;_ t i
QU. Sz. C car:. C, I r
T e x t Li r
Structure
Gr. Sz. Sh-
k�oTisisler"ce
rau ri d a ry
Roots
*Eff-H11
GPDift
......... . ---
E <
0 r�,,g and TSS 30 rTigiL M u e n t = A 1 BOD 5 > 30 < f 1 r r i �,i I 'S'S' -- J(! " 15 0 m (j1L
' f=1fl��� I ofF�. — F
Hic Dept. ofSafety and Professional Services is an equal opportunity service, provider and en-iployer. [f you need asslMance to
acccss sici-N,'ic;2� or riccd inatcrial in -.In alternaiQ format, COT114'.10 Jrhc dcpartmcnt to 6(),1s'-_'(i6-3151 or 17Y throuuh RJay,
�,' 3 1 ) -N 330TLA I R ' ' I I i
CM
DI 01 IWY.YI71_IWWKID
David J.Stccl Tom and Melody Kanten 1187 220th St
CST-11OWTSM S V'2, N E 1 /4, S 5,T2 9 N, R 16 W Baldwin, WI 5400' 2
Llc424895)6 'fown of Baldwin, St. Croix Co. 715-684-26 1-`3
715-76(PY-347 Lot 14
ThiS s0i1 e-V,IILI,'IIiOII was conducted to safisf;v a zoning requirement, it may or may not be suitable for your iise.
I'lic location ot"this test inray or may not be as shown., as permanent lot lines wcrc not estaMished at the
U ilic th c so i I test was cond uctcd.
Legend
119!1 = 401
► - Benchmark Ele. '10 0. OO
9
=Alt Benchmark El
Top of 1/2 "' PVC Pips
c
0 Bon'ngs
Boring Flevations
BI =
W70 ft
B2 =
99.70 ft
B3 =
99.40 ft
B4 —
0.00 ft
3��5/qoe
3
rL4e-
N
3 of 3
a
PART OF THE S1/2 OF THE NE1/4 OF SECTION 5, T29N., R16W, PREPARED FOR:
TOM & MELODY KANTEN Am
TOWN OF BALDWIN, ST. CROIX COUNTY, WISCONSIN, 1187 220TH STREET
BALDWIN, W1 54002
SCALE I"
1) 2QO 4DO
NORTH
r
r 7
V
r
7-
AF -, V/
r
c-�
r
LOT 13
z
Ile r C
L
j
'T
J
BLUFF L I N
T S
ell
LOT 14 LOT I wICI
7
4% m. w. q �g\
&RAI NAGE ft - P-o -f-
KU Ff UIYE 57ACK
do
a u M SaWT "LOT 12' r
q r
r I
I
790
00 11% IT 2
_4% A
r 7//
ACCSS EASEMEW
X
TR.A TP 7 E)aSTING SMALL T-_�%
r
"IlY
403.48'
'Qu
ti
r rj
c
:7 Q-2777
L
LOCATION SKETCH
t_.t
A
rep
TOTAL
AREA = 42.776 ACRES
PROPERTY
IS ZONED RURAL RE-SIDENTIA.
PRC)POSED DRIVEWAY LOCATION
oil
INAXIZONTOUR
2400T CONTOUR
WETLAN 05 1 ACRE OR MORE IN AREA
WIETLANDS LM THAN I ACRE IN AREA
WETLAND UMITS SHOWN ARE APPROXIMATE-
DIERIVED FROM AERIAL AND UOAR DATA.
L
30% OR GREATER SLOPS
z I <
:�
25% - 30% SLOPE
cr_ LL_
20% - ZS% SLOPE
12% - ZO% 5LOPE
x <
LLJ
r11",'
F—_
uj
A
SOIL REPO RT 80 R I NG L 2.
ac �cl -
w CL
CL_
CN
i1c CIO
_T 1ff.
of 1
Sw
1E
1 3
1111i-s,. Dept. of Safety and Prafesstorl ',-'�r'Aces SOILEV MURFAT Page of
-00 1
utvision of Safety and Bu'ddlnus
1n accord rice w0i SIBS 385. Wis. Adm. Code
County St Croix
Attach romplcte site plan on paper not, le-gs ft)an 8 112 x 11 inches in size- Plan must p pdo M
include, bUt not limited to., veflicat-and horizontal reference point (8m). dire rtion and Parcel I.D.. PdW4" na
41..- 3OD'.43dono percent slope, scale or dimensions, north arrow, and location and distance to nearest road. 0'"
Please pir-int all inforrnation. Rfirffowed b Date
Pprsonai i of,,)r ri,�ati,-jn you pro-ooe may be used for secondary purposes (Privacy Law, s. 15-04 f I I (M)) - it
12
Property 0-vvner Property Lofr'.Aahon
Foni and Kamen S 1,12 N E 29 16 1:1 El
Govt. Lot 1 J-A 114 3 T N R F (or) VV
Property Owner's Mailing Address Lot H Block # obd. Name or CSMIt
1] 87 220t1i St 13 ti'Ll n6o�+,ri at the -orne ot-evale attoll
is State Zip Code Phone Number
-% Lklity Village LL[rovvn Nearest Road
B-31dwill 5400--' 715-684-261
W1 Bal&v I'll I I 51h Ave
. .....
New Construezion UseE] Residential / Number of bedrooms 4 Coce derived design glowerglowerrate, 110 GPD
n Replacement 1:1 I sera tom: T1 41 Public or corn me rr. a I - Desc
Parent material Pilled Glacial I)t"111 Flood Plain elevation it applicable 7 11NO V 11a
General comments M o u-n d Dc.s igi i. -, N, � t;.! i i 1 o 1 2 i t I k) n 102,() 8 I'l bass �2,c 1 on C o -11 t o I, I r I I I I C C I C'va [ I o 11 101. Of) A, M'I 11 i 11111 Tlljo3 i T1 4: 11 C �N S T N1
and recommendatiorls,- 1111'.)UTid sand.
Bonng
Boring# 0 Ground surface elev- ft- Depth to limiting factor 2 7 in,
El Pit Soil Application Rate
-F
Horizon
---- --- -
Depth
11-1.
-
Dominant Color
Munsell
Redox Description
Qu- Sz- Cant- Color
Texture
Structure
Gr Sz,. Shy,
P%
.0onsisterice
Boundary
Roots
GPD/ft
fffti
TFFF4
1
0-10
1 Oyi-3/4
S1
111fi,
9W
1V1
.6
1.0
10-27
10 v t-4,4
none
S1
gw
6
LU
3
7 5 yr4/4
ftf 75yr 5/6
I'll ft
na
n a
Boring # 11 Boring 11) 1). 1') 1) 2) 4
Elpit Ground surface elev. ft. Depth to limning facloi in. Sall App1i(-.a11()n R�iLe
Horizon
Depth
in.
Dorninant Color
Munsell
Redox Description
Qu. Sz- cont- Color
Texture
Structure
Gr. Sz. Sh,
Consistence
oundary
Roots
"I
GPL)ift
*ET02
1
0-8
1 Oyr.3/2
21n,�bk
1111r
CS
X-1,
.6
1.0
2
8-24
10-%,- 1-4!4
nonc
I
2ril'ibk.
n i fr
C S
1Vf
.6
1.0
3
24
W� -36
7. -� v r4 4
1] t"77. � y r
s1
n a
nit
.6
Fffl�jer-J #1 .:-- BOD > 30 < 220 nig"'L and TSS >30 < 150 mg/L Effluent #2 - BOD < 30 and TSS < 30 Qiq/L
CST Nan-)ti Plea,,;p Prinl) ignatu CST Ni,.inil:�)or
1)'LiVid J StCAJ
-d
A d d r i 5 0 ih ,s L N ew R ic hiii ond, W 1 5 4 0 17 bate E%,aivatioii, Conducted Telephone Number
7-1-6-2019 715-7011-0347
SBD-S." (1411 ] 11)
Tt)m and Melody Kanten n a ? 3
Property Owner Parcel 11) # Page Of
3 Boring
Boring 99.40 1 Te
Pit Ground surface elev- ft, Depth to limiting factor in. � fli I A F-7 P-61 I e- -.3 +U-� n -3 + M
Horizon
Depth
in.
Dominant Color
Munsell
Reclax DesrAption
Qu. Sz. Cont. Color
Texture
Struc w re
Gr, S-7. Sh
klonsistefice
o u rida ry
Roots
GPD141
ff# 1 d'
E: f t#2
1
0-1
1 STY -3/4
T 10 Tie
sil
2mibk
110'r
.6
.8
I
I ()-i3
I (),%rr4/4
TIOTIC
i i, vib k
T11 rT-
I t
A
6
23-32
�\-T-4-;4
11011C
sc, I
-T'
n' j
. . .......... . . . .
Boring # U Boring
Ground surface elev.. l Depth to limiting factor in, Fcoif Application Rate
Hurizon
Depth
In.
Dominant Color
Munsell
Redox. Description
Qu Sz. Cont. Color
Texture
Structure
Gr. Sz. Shy,
...onsistence
Bouridary
Roots
r-j P D.;tt
ff--1 I
fft2
Boring 0'i Ror
Pit Ground elev ft. F)epth to linil(,nq factor
I Soil Aix)l r-'ation Rate
Horizon
Depth
in.
Dominant Color
Munsell
Redox, Description
Qu. Sz. Cont Color,
TeXtUre
Stru ot u re
Gr. Sz. Sh.
c)nslstence
Bounoary
Routs
I-:ff#1
G., P D 1:11
ff -0 2
' EfflUent:41 --- ROT) 15> 30 < 220 rrg/L andSS >30 < 150 mg!L ' Effluent 92 ;-- 60D .. : 30 TSS < 30 mg/L
I kc 1) ,
pt. of Safcty and rofcss ional ServiI ces is an equal opportunity service provilder and employer. If yo,u nccd assistance to
I accclss scrVices �or need material in an aftemate format. cont4ilk2t the dep� I F1 111 C T1 I Alt 6 WN - 'I b (I - 3 15 1 or TT Y th ro u gh Relay.
11-:93 30'ru,;l '!� ! ' I I
N
QM
A STEEL'S SOIL SERVICE
David J. Steel Tom wid Melody Kamen 1470 7 INth St
CST-POWTSM SI/2,NEI/4,S 5,1-29N,R16W Baldwin, 'Wl 54002)
L 1 c. 42) 4 8 9 5 6 Town of B al d w in , S t. C ro I x CO. 71.5-684-.-P-2613
715-760-0347 Lot 13
I'll 1,,) so i I evaluation was conducted to sat isfv a zoning req U i rement' it may or not be suita 1 1 1 c I o r i i r- Ij
The 10-cation of this test may or may n0i !-e L'F ShMN-fl, gil', [!LTfT11W1eT1t lot linCS WLIC ;iot establishcd 1( t I ic
ilme the swl test was condUcted.
Legend
77
-7
Pipe
=Ahl nchmarkf'�]
CY7
Ll 1�on 11 S
Borin
F'. I
100.00 1
[11
10 ().00 ft
B 3
10 1.60 ft
Q A
() WA 44
PART 0 F TH E S1/2 0 F TH E IN E 1/4 0 F S ECTIO N 5.p T291Np R I W. PREPARED FOR:
TOMKANTEN
TOWN OF BALDWIN, ST. CROIX COUNTY, WISCONSIN. 118& MHSTSTREET
BALDWIN, W1 54002
SCALF--. 1-
a 200
NORT 14
L
r //o J
'11104s, - F Ar
<
-IV
J
L
-z7-
LOT 13
z-
f',el
A I
L
rl J,I
T 7C4, t
r
L
rr
Ilk
:z -:z7-
< r
r
LOT 14 ED LOT Ik
r.� I%)
)) -
ORA I N AGE ACK/
M
BLUIFFLINE SET WENT 'rf
LOT 12
L
a
N Y
A A
Ll
873 40'
r
1r4 �Ilx
j lee
ALCMs EASEMEN7
'IN '11
j
TRACT
FidSTING SMA J
k-
L
N4
4011 A.
r
LOCATION SKETCH
T
. TIJ-1-
SN f
111111--
17 in
TOTAL AREA -- 42,776 ACRES
PROPERTY IS ZONED RURAL RESIDENTIAL
PROP05E-D DRIV:LWAY LOCATION
INDEX CONTOUR
2400T CONTOUR
WETLANDS I ACRE 0R MORE IN AREA
CL
WE I LANDS LESS THAN I ACRE IN AREA
WE"nAND LIMITS SKOWN ARE APIPROXIMATEr
DERFVED FROM AURIALAND LIDAR DA rX
30% OR GREATER SLOPE
Z
IUD
o
. F-0. 25% - 30% SLOPE
LL-
E P 113 Zo I,
21D% - 25% SLOPE
~
EL
<
12 - 20% 5 L 0, PIE i r
Ak SOIL REPORT 130RIN(I
z
-j
IE
CL
CL
wj
(7)
�2 cn
OF
�u
d., Iq Y
Wis. Dept. of Safety. and Professional Services SOIL EYAWATION O f�agc ..._........ of
Division of Solely and Buildings
in accordant u with SPS 385. Wls Adm Code County St C'roi
Attac i complete silo plan on paper not lass than 8 112 x 11 inchas In stzo. Plan must
include, but not limited to vertical and horizontal reference point (SM), direction and t
red l lilt
percont slope, scale or dimension[,, north arrow, -anti loention anti distanco to noarest roadOt
f t>07..— lowl — SQ
Please print all information. Rod , ed b Date
Pon.-O al Inlo(molron you provide inay be tined for socundary pwposes (Privacy Law, S. 15-04 (1) (rr►)). .�. � l � i17,11t
Property Owner Property Lorntlan k.. 1:1 E
Toll) and Melody Kanten Govt. Lot S 112 1/4 N1'114 S 5 T•• 29N R 16'E (or)W
PropertyOwner`s Mailing Address of Mack Subd. Name or-CSM#
1187 220th St 1111 A v ko""n a the 1im4 4.1F C va Ili atioil
Cl1 Slate Zip Code Phone Number ity Elviltago L61rown x Nearest Road
i �tlzltrvit W1 .14002 71)S-084-2613 Bcildwi ll 1 15th Ave
New Consliuction Usoo Rewdenlial f Number of bedrooms 4 Code derived design flaw rate 600
Replacement 0 Public or commercial - Doscribo; _�._.. �_..._._ na
Parent material �. w P i l i ed (;10a i a 1 Drill � _ � ._ _ .._ _. Flood Main elevehon if applicable � � � ' s tt'� •� .�,�_ ft
General Comments KIouod Diusigii, -system ekvaiim1 100,58ft based all Co11totir line ul e va t i oil '99. 00 1). Mill iinuill 19 inchus cif AS'FM
and recommendations. in ot1 nd sttlid.
1 Boring f# U Song t �
El Pit Grc�urxi zturf��ca aloe }` � 7{l
Hannon Depth Dominant Color Radox Desc:rlptirnl
in. Multsell Chu. Sz. Cont Golor
1 (l-10 Kier:.-&)*
.. 10-2 l l tivr �t 11[lll�
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ft. Depth to limiting factor � _.
Texturo Structure aonsislonco
Gr. Sz Sh.
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wlcl 11-11, l)k Itlli•
in.
Sail A2plication Rato
oundiary Roots GPD/ft �
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Baring t1 --- urll�y 98.70 23
Pit GrOUnd surface elev. _ __- . • ft. Depth to limiting factor -- ill.
Sod-Applicalion Ralc:
Honzon
Depth
in
Dominant Color
Murlsell
Redox Doscr+plivn
Chu. Sz. Cont. Color
Texture
Stniduro
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` Effluent 91 = BOO a 34 < 220 mglL and TSZ3 >-30 < 150 nigh.
t :S1' Nnmc (Plenso Print)
1)ilvid ,f tc:c'l 1
Address
t 691: 1501h st New Richnicind, W t .54017
• tttiueni riz M uvL) ju rnyiu ana i t)z) � ju m9fu
CST Number
`48956
Dato Evaluation Concictcted Telophona Number
7-26-20 19 715-760-0347
Sl;D-833€t (it l 1- I l t
�I�ti'tt1 ,ti1ti Melody KamenProperly Owner. �..�. .w_ Parcel ID #
Boring # �8nnng r�i�.4f�
Pit Ground surface alev �_.�.�. n.
tti! 2 3
Page of
17 ."
Depth to limiting faclor _ _. �.. ���. ; r
Rnd inn#era#inn Matra
Horizon
Depth Dominant Color
in Munsel!
Redox Description
Qu. Sz. Cont. Color
Textura
Structure
Gr St, Sty.
onslslence
Boun,dary
Roots
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Radox Description
Qu. Sz Cont Color
MM
8ornag
Boring # Ground surface elev ft Duplh to hi nitincg factor in
F'rl �....�.... �-...�-_. _--.-...�_____ Soil Agol3Cali0n Bale
Qu. Sz. Cont. Color
' Effluent #1 1- DOD , a 30 1220 mq!L and TSS >30 < 150 mgn ' Effluent 42 " 1300 0. 130 mg/L and TSS < 30 rngll.
I Iw Ocpl. of Sid'ely .md llrolession-, ! Services is an equ;ii opporlunily wr►•ice provider and cmployc r, !t' you iteed assislanc io It)
flev s.s tiCINives oi, itc'ed material m in alternate 16rmitt, emittict the department -,it 008-2,66-; ! 51 or •! lY through Rclay
STEEL'S 501E SERVICE 3of3
David J. Steel Tbrn and Melody Kawn 1187 220th Si
CST-P0W'1"S1rl S l l?,N F"" N,S 511"29N,R3 6w Baldwin, W 1 54002
1 ic. #248956 *1'o wn o1* .11aI(Iw in, S1. C.ratx Co. 7 3 5-f 84-261:3
715-760-0347 ( ol- 14
This soil evttiusttion was c;onduc;tcd to satisfy u zoning rquirerneot, it tnay or may not be Suitable for your ttse,
The ioctttion of'this test may or may not he its showit, its permanent lot lines were not established tit the
time the sail test was conduc;tcci.
t
Legend ' N
1„=40' e
�. A = Bench.mark Eie. l
r 0 = Alt Benchmark El 99.90 11
Top of 1/2 " PVC Pipe
0 = B oxi ngs
Boring ElevationsAr
BI= 98.70ft yj •`
. f B2 = 98.70 -ft
41
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PARS` OF THE S 1/2 OF THE N E1/4 OF SECTION 5, T23 N, R 16 , PREPARED TOWN OF BALDWI N, ST. CROIX COO NW, ISCONSI N. FOR -
TOM 7 20 H STREETIVTEN
BAl.DWIN, WI 54D2
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NORIH
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LOT 13
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LOCATION SKETCH
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TOTAL AREA R 42.776 ACRES
PROPERTY 15 ZONED RURAL RESIDENTIAL
--�� PROPOSED DRIVEWAY LOCATION
�y h�1IT_h p_� �.---
` INODC CONTOUR R4�
2-FOOT CONTOUR
f L: L7 AN0S I.cSS i 1 [AK 1;-CRE IN :RtA
vs.-MAUD LMYS SHOWN ARE APPPtc 7JMATE
mFj% to FRt? .ol AEiilALAA0 VDAR DATA.
30% OR GREATER SLOPE
20% - 251r 5`t3FE y _ j q♦
i
■ SOIL REPORT ROKING
Cs-a°11
I OF I
CERTIFIED SURVEY MAP
LOCATED IN PART OF THE SW1/4 OF THE NE1/4 AND THE SE1/4 OF THE NE1/4 OF
o a SECTION 5, T29N, R16W, TOWN OF BALDWIN, ST. CROIX COUNTY, WISCONSIN.
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SCALE: 1"- 250'
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LEGEND NORTH
0 FOUND 1" DIAMETER STEEL SURVEY MARK NAIL
0 FOUND 1" OUTSIDE DIAMETER IRON PIPE
0 SET 1" OUTSIDE DIAMETER BY 18" LONG IRON
PIPE, WEIGHING 1.13 LBS, PER LINEAR FOOT
�"-'---PROPOSED DRIVEWAY LOCATION
IWETLAN DS 1 ACRE OR MORE IN AREA
i WETLANDS LESS THAN 1 ACRE IN AREA
WETLAND LIMITS SHOWN ARE APPROXIMATE.
DERIVED FROM AERIAL AND LIDAR DATA.
Qf wis�
WI/4 CORNER
CO/► DOUGLAS J. , � SECTION 5
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uo!t. '�, ._ 26IB.fi2
illil
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w Up 66-FT. WIDE
;-f SHARED DRIVEWAY
Z z EASEMENTFOR
� LOTS 11 & 12
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CENTERLINE EXISTING
DRIVEWAY
N86*S4'28"W 469.62'
403.481
!!IS47.80' , 200
-397.84'---
N87'12'42"W
4f4.BB
- - - N87'12'42"W S234.40'
UNPLA17ED
LOT 1 CSM
VOLUME 1� PAGE
. t 3398
PREPARE ❑ FOR: SURVEYOR:
TOM KANTEN DOUG 2AHLER
1187 220TH STREET S & N LAND SU RVEYING
BALDWIN, WI 64002 2928 ENLOE ST. SUITE 101
HUDSON, WI 54016
LOT 2
LOT 1
GSM, VbLUME 261 PAGE
5972
587° '35"E 1671.49' / . II /
113a.89'
1271.49'
NORTH HIVE OF THE S1/2 OF THE NEI 4 1. A
7S-FT. OHV1 M SETBACK
LOT 13
889,568 SO. FT. [20,422 AC] TOTAL ARE4
871,1 94 SO. FT. [20.000 AC.] EXCLUDING R/W
LOT 12
465,8S6 SO. FT. [10.69S AC] TOTAL AREA
464,383 SO. Fir [10.661 AC.] EXCLUOING R/W
N 87' 12'42" W 898.48'
8S7.4B
873.40'
N87'12142"W 1155.40-'
SMALL TRACT
40V01
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�W
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OHWM
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SETBACK{
W
LOT 11 `'•., `
J
S071884 SO. FT.
D
[11.6S9 AC:] TOTAL AREA ; 1
>
S061411 SO. FT.
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[11.626 AC.j EXCLUOING.4VIN �
ti9y
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W
1 titi �0
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282.00'
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The property depicted by this map contains areas that are
EAST- WEST 1/4 LINE
subject to the Shoreland Overlay Olstrict. Additional restrictions
E1/4 CORNER
apply. Contact Community Development for further information.
'�- 44 55
.—,
SECTION S
N 87 a12'42"W
Lot 11,12 and 13 are zoned R-1, Residential Oistrict, which allows I
—~ 2-:
139.78'
principal dwelling per 10 acres; therefore no odditional lot splits are
115TH AVENUE
available to lot 11,12 and 13 while zoned os R-1. Please contoct the
Community Oevelopmen# Oeportment for more information.
LAN DRAFTED BY: DOUGZAHLRR PROJECT: #6825-007 DATE: 0210612020, Revised 11/26/20
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SBD-06499 (RI 1/20)
NO. 3ZD