HomeMy WebLinkAbout022-1088-70-100 (3)Wisconsin 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:
City Village Township
Rollan & Deborah Fuller
TOWN OF KI N N ICKI N N IC
CST BM Elev:
Insp. BM Elev:
BM Description:
DD - D D
on Posj wj PY61
TANK INFORMATION
TYPE
MANUFACTURER
CAPACITY
Septic
Dosing
er 6r,/2
_ �s tj2,1 CLI: rG
0 of 52�
TANK SETBACK INFORMATION
TANK TO
P/L
WELL
BLDG.
Vent to Air Intake
ROAD
Septic
Dosing
Aeration
Holding
PUMP/SIPHON INFORMATION
Manufacturer
6DU
Demand
GPM
Model Number
EPA y
TDH
Lift
Friction Loss
System Head
TDH Ft
�.66
0.59�
1.55-
11.19
Forcemain
Length
Dia.
Dist. to Well
2 q
I2`' 1 t well
SOIL ABSORPTION SYSTEM
ELEVATION DATA
County: St. Croix
Sanitary Permit No:
631250
State Plan ID No:
Parcel Tax No:
022-1088-70-100
Section/Town/Range/Map No:
30.28.18.474B
STATION
BS
HI
FS
ELEV.
Benchmark
103.92
Ioa� 00
Alt. BM
Bldg. Sewer
St/Ht Inlet
St/Ht Outlet
Dt Inlet
99.55
Dt Bottom
Header/Man.
Dist. Pipe
1Bot. System
Final Grade
St Cover
L .
CH .51
C-, e-c Cojtr (chose, -ink)
99,1
� 7. nb
BED/TRENCH
Width
Length
No. Of Tlefthm Yp,
PIT DIMEN:SiONS
No. Of Pits
In a.
Liquid Depth
DIMENSIONS
I�'
qDI
-
SETBACK
INFORMATION
SYSTEM TO
P/L
BLDG
WELL LAKE/STREAM
LEACHING
CHAMBER OR
UNIT
Manufacturer:
Type Of System:
.. -
cJ 2
,(D I ��I���
�I b �
�p Well..'
Model Number:
DISTRIBUTION SYSTEM
Header/Manifold
Distribution
x Hole Size
x Hole Spacing
Vent to Air Intake
Length �ZZDia
Pipe(s) 1 <<
Length S Dia 2 Spacing
1
yl
No (ofiS� 0y)
SOIL COVER x Pressure Svstems Only xx Mound Or At -Grade Svstems Only
Depth Over
Depth Over
xx Depth of
xx Seeded/Sodded
xx Mulched
Bed/Trench Center
Bed/Trench Edges
Topsoil
❑ Yes ❑ No
❑ Yes ❑ No
COMMENTS: (Include code discrepencies, persons present, etc.) Inspection #1:
Location: 149 HWY 65
1.) Alt BM Description =
2.) Bldg sewer length = 3o-35' 4 6o.s / no 4oi ion a� 4we c� insper- tm.
- amount of cover =
V +n ys', 2o' k.
Plan revision Required? ❑ Yes No[ C)
Z�
Use other side for additional informatio
Date
SBD-6710 (R.3/97)
Inspection #2:
�_) SE God o1 9641-n on �*_ b9 PV1I1L h[ceSS 145CN-_14 �.,r vaupx ?"14.
Insepctor's ignature Cert. No.
-ZO 2-2 --- 3 -74 �alJ��✓Ai l aCU,�10 — �{t�"'j 0 � I fw4kp-
EI ndust r� Scr% iicc�, Division County (( J, L 4822 Madi(.�oti
Way St. Croix
Yar(ls
i,iM 505
San iy e mmbe(to be iMad,m. 37ita-PritNu r I I led i I
P.0- hox 7162
DEC 9 zo2z JJO
17
Nlakfi"on. %V1 53707 T
SO t PP11LL-1t10111*-'
'th 102002422-C
In accordance W, M C Submiss1011 4 Ifthilli 10171,11 14 1 the aj3. ivernmental Lmit
11.1 100'red prior to obtaining a—ftiniLir� permit Note- Apphc�wtin 16riw, i-or ",7-:w-owned POWI-Sare -;uhmitted to ["rk I A,1 11 TV !�-� f 1 f d I tj'CFCn1 than mail 1 rig add r,-'
t k-- D�, partm en i o f Safety and I'm fesmonal �%CTN WCS 11ci-sonal nia\ t%c� owkl 149 Hwy 65
1)urns in aceor&me "I th dy I I r I vac L %A. M), StajS
1. A ppi ict'wn Information - Plea a P ri n i I I I n fo r ni a ii)n
I lroNrtv 0"rter's Name
Rolla & Deborah Fuller 022-1088-70-100
11ropci-tN Owncr's Mailing Addrc-,,; I ilc,auorl
P.0 Box 184
Gov't. Lot
City, sinn N tj niheT
NW SW W
1/4, Section
River Falls W1. 715-338-8723
Jjf J,jUjl(jjnLj (cherk all that apply) 7I 01 FIG
01 or 21 Fam 1 ly Dwelling - N umber o f Bedrooms Subdivision Name
aubt fie/Cot mexial - Descri be Use flock, 9
sty of
OStatc One - Dcwrihc Pw CSM Num il ]age of
V.30/16861 'I IGkn of Kinnic ki nn i c
, pe of POU"I'S, Perm i t: (("heck either "New" or "Replacem ent and offier a pplicable on fine :�►. �
I I IL 'Vr on line It, .heck one box 't I F11 I'd C t Cline (7 i
a 1) P Ca ble.
. 1'r L,-1 Z L-A111 I L't 11. 1 F) It I C r! -L]I I R
System RL:pki-cement System )11'1-L:r -.\1%kJI11C-LL110I! 10 1 M-1111112 1C\j)1a10 Adi-ditional
Ste
D-Iold Ing Tank
E][n4iE��nd
R!:�iradc
Mound
Jndlyidua� SILC DCN Oflict 1"Pe
bF
Rcni: W711 1 -C
C - L C ft ire
L
ORevision
'hanse of Plumber
DIransfer to New Owmer
ISI PrC) ()US Per-IT1 11, U11`IhCF ind OL
I is, I k,;�Ltcd
31250 2/19/2021,.,
M%%
IN'. DispersaMeatment Area, and Tankinformation: mmb.ci
- T U
Dv,�, L tzi i V I i x w Design Soil Application Raw-(gp&sf) Dis�"- I Arm Required (st) I ?1 ��per,,71 Ar c,� I I TE k r% k�cL FI-evation
450 .50 1,900 1990 97.00
Capacity in 1,0121 # of .1111 U IZICI 0 re r I
'I ank lnlorma(ion Gallons clallons UnWs -1
rA IPW
6_
cy
N-cm, Tamks E-xislingTarAN p 4
r-
Lr. LZ
- — ---------
ank 1000 1000 1 Wieser
Dosing Owimbe-17 750 750 1 Wieser Fv/ I F-1
V. Responsibility St-11temcnt- 1, Cho undervig ned, asiume reN 114 oil sI b1h 1x foor MJ;i1h1141n (A the POWTS sbom-ri. on the ;MaOlvd
I'll tllllbi�r-s Name (11rint) P1 u I I I h -04-inpti %fl, MITI) INLI111i1cl RLIS N'PhOlIC \11111hO
Keith Knudtson 648451-4 0-1737
1.11 u mber's -Ad-dTt:-;S I StrMt. Ulz%- -Siatc. /113 Code)
927 150th St. Roberts,Wi. 54023
N-1. ('ounth /Department, I se OnIve
Appmved 0 D�s� �%vripd llcrmlt FW !,�SUCA Issuing �gcnt SignaluTe
9 $
12 3
0 Uk'T?er1Bf
0 VCnRCa,`- 1't1f'DC1'1IL1
`4ZLZ
Conditions ()f Op 1�m RLO-LM1Sr%MFM11!r1-1qLF1 LJJ'W,1j 119 ki) -411 r) 0
SYSTEM OWNER A4 6
Septic tank, efflucnt filtekr and, dispersal cell t Wr
A ii-itt �-
L rV C+ At +— /
must, be serviced I maintained as per r I
management plan provided by plumber. ram. '� �� � �`� �. -All
11 setback req u i remen is must Le rmai ntained i4l\
LAIJ V�11 LA�JV11k1kA6JP%1 1, , , I -d - - I C 14: 10 ,q PH" 11 r. Kv, , P'l.4 0.- f4 P r i ti v i v in H Fid K n b Fn i i to the 4 'ci u rk UY na 1% un pm pe r tk tp f ltsS t ha Ft 8 11 'L I i In C he% I n Nl�r C
SBD-60- 98 (R. 03/2 1)
VVisconSin Departrnenl, f Commerce PRIVATE SEWAGE SYSTEM
:5-afP,ty and B,Ajkfirig D
INSPECTION REPORT
GENERAL INFORMATION (ATTACH TO PERMIT)
ifliforii-lation you provide may be used for secondary ptjrn.u-6�� privac� Law. Q4
Peirr-olL Hal.-'or's Nar'r-f"
Rollan & Deborah Fuller C;i V Towrlsh4p
-------- 1- = TOWN OF K)NNICKINNIC
CST 131�1 Ele.',L I i n c,� R I'vi E I �,v IBM Description,
TANK INFORMATION
TYPE t-jIlANUFACTURER CAPACITY
Septic
Dosing
Aeration
Holding
TANK SETBACK INFORMATION
TANK TO P L 'a;VE L L BLDG- Vent !C A,1-take ROAD
Se plic
Aeration
lFolding
PUMP/SIPHON INFORMATION
k4ariu facture, r L
D e ma n,-f
GPM
--I Nun)ber
Lifl! Friction Loss System Head T D H Ft
F- o r c -�! r i i c-i i n ILength n;'). C I s 1, tea %V E- I I
SOIL ABSORPTION SYSTEM
DISTRIBUTION SYSTEM
0
ELEVATION DATA
Co,unty St. cFoixl
Sanitari Perrnil No.
631250
S"f'Atu P_.1_lLp7 ID' No,
Parcel T No
022-1088-70-000
Map No
30,28.18.474
STATION 63
HI
FS
E'6-E`-i
Bend, rnark
Alt, BM
Bldg. Segues
St.,Hl Inlet
S1 Ht utle.
Dt ln!et
......................
DI MAttom
� �C'
,44eadderiMan.
df
Dist. rp
Bot. SYW
n 6 1
Fi 1 de
P[T DIMENSIONS
tA:.® pj".�
lNiarlufacwrer.
inside Dia- Liquid DepM
LAKES TREArvl
LEACHING
CHAMBER OR
UNIT
Model Number:
i ietider, Manifold Distribution x Hole S i,,. e k Hole Spacing
Pipe(s)
tf I 'g1h D; a Lang1h Dia Spacing
SOIL COVER x Pressure Systems Only xx Mound Or At -Grade Systems Only
Depth Over xx Depth of xx S e e do d d d ed
Center Bed[Trench Edgos Topsoil Yes
COMMENTS: (Include code discrependes, persons present, etc.) Inspection 91:
L o catio ri - - ' 7 HWY 65
1.) All, BM Descriptiort
2) Bldg sewer length
- amount of cover
Plan revimn Required? Yes No
1) e r side for` ad d itional I information.
". r 0, rlie' ;mppctor's, Slgnalure
� 3.;97)
Verill tio Air Intake
X.x hlulGhed
Nu Yes No
Inspection #2-
Cert. No.
CkltinlN
Safety and Buildings Division st.crolx
201 W. Washington Ave - P 0 Box 7162 Saniticir. Ilk- i m it Nomber (to tv filled, in by Co
Mali son, VVI 53707 - 7162
st, Croix 'Ll-j'Ai-Ity -- V 2,
State Tmnsat:tion NmiAier
Sanitary Permit Applic U-ti 0 102002422-C
I n accc�rdance i t 1i S PS 38 3 21 � 2). W is A d m Code. subm iss Pon of this (firm
to he ik 1. p rL itsm,rlaw lw untl
Pf,
-nad ing aLJ d re ss
IS NNuired prior to obtaming a sanitary pcirmit. Note: Application fwm�, t'kir st.,ttc-; 10 \,k arc submitted to Prole i Nerent tW i I
Lhe Departmcnt olSafety and Profe%morml Srrvie.% Perwnal MfOFM.111,011 kill 1110% ILJL' In'IN he ondary 9
puM)%es in accordarwe wah the P,nvn "Im - s 15 .(M( I X m), Stats, . ........ —
1. Application Information — Please Print All Information Hwy 65
ProNrt%1 Owwr's Nanic Parcel 4
,Rollan & Deborah Fuller 022-1088-70-GGO-
X)
VIO1IC41� � )%�Wr 1LJJT1:',S lllkplmi'� I ocallon 44 q
P..O. Box 184 G0%1L Lot
CN 3ity stalk. /�r ('okle Plionc NumhCi` w S w �,4, Section 0
River Falls, W1. /5-133 28 18le"'cleoneI
.......'r N. R F Of
H. Type of Building (check all that appl)) 3 Suhdivi,, Name
I w 2 11-aTT)11} DNwIling NumkrAAkdrooms
keo�rq" &
Ll PuNic/Commucial - Wwribe JN-C ii�rw%s V gft� of
UZ
I (" C citv a
CSSM Numher(v,;�/p El village ol,
® State Owned M sc ri be U se
TOwn .1, Kinnickinnic
111. Type of 1"crinit: (('heck onhy one box on HnAk. ('Um let 1111we R if Applivable)
A,
1pff�11ew S�'ymc�m L1 rcalnicnV11oldingTank. Rcpk 'mcni Only Other Mf.-�dificallon :X1 Nting 6� QCM
'Lair, ()",e,
I N ge�_ I -%C
-,-r and Daic
I IND Prcvi��ios TIcr ttrnht red
19, Permil Renewal Penmi Revision chatig Plumber i"Vermit Tran r w N
Ar
Jrj1A
Bcftirc Lxpinmon U: ner
IV. Type of POWTS Svstem/('0mV*nep(/1)-v% iceL. -Thleckill that
Non -Pressurized In-Uround El 171-GrOulid Ac cund> 1-4 in ,)f suttab 11 <- 24 m o it-lble it
Holding Tank L1 Orhcr 1h-,;-wzrsal Comrx)nciii, i,--Xi 1;-A i i I i llrcircatm
x A
V. ffispersaLrUrratumil Atea Information:
D-c"IL"11 Hov�, (,F.PLI I Sod Applicalk ikin R,,tlegosl) Ibis I Arca kcquired th-spemal Are.-i I r,ol
450 -50 9 900 9 7
V1. 11L ank Info ill 1'otal 4 of
Gal I ovlN Gallons Units
Poly-lok 5
;J I — "
Ncw Tmiks Existing I anks
L
a. LO
SL'P[L,L' 41 1 lAdUlF."I duck 1000 low 1 Wieser X
.750 .750 1 Weser X
-------- ---------------
V1 I - Responsibility Statement- I. the undersigIA mm"Me responsibility imstmllafioo of the MIXS shown on thealtnthed phan&
Ill umtvr_� MIVIC ( I'Villt) 1)0("s Si P. C 1N11j-.1MPKS NVT11hk!T 13 k 1%, 11 Ptil 1'
Keith Knudtson 648443 651-470-1737
1'1k1Tnbcr's Adkircs's (Sirctn, Otv. M4,111w. Zip Cod La�'r Lo"r
927 150th St. Roberts. W_ 54023
Vill. (.'Ounty/Departmcol I se 00K
7PCT-11w 1,cc Datc [,-Sul -snato
Approved 01)[L' OWed ASc il ig
S
r
IX. ('ondifions H I 6t44-7��
SYSTEM OWNER:
1. Septic tan k. tiff lu tint fi Iter a nd
dispersal cell must be servicedj maintain-ed
w 1P
as per mafiagenient plan provide , d by plumben ?w 24 —
m �m
letv pl;m% feir mr �,%sllem and submil to(he( 0 onlyjpn� PE 01 IVIL9 bw n"'s I t2 X I ineh e qu
P _qi j',,t,,n1y n■ IT 4&,r*
Uj t$�
?64AA, 6tr D " V %t' d-Q- AkaAfft4"CeL rMAJAI
D
S ID- M. I I 11)
Page 9 of 9
.m
To FNN 147 HKy 65
310ft to Resdence
C 01?1 Sanitary Site .Plain
ol-lan -t u er
Proposed Lot I of CSM
Part of the N'W 1 A - SW 1 /4
Sec.30 T28N-RISW
Town of Kinnickinnic -St.('-"roix County
ExisdAg &W Pup'Thr"
Bedrom Homw
hxpmed 4 w &A 40 PVC Bldg. &wmmm-
99.30'
Proposed Wieser Concreye WLPIOWUR,
S-�pdc Tank w1a Faly."k PL-525 Mer
>30%
� ofKhmichmic River
MY, +
PIL 2.002 Aae Pal +
Propwed 4' Sch- 40 PVC or Astm D-3 034 P VC
P* 97.50P
Proposed KZP75040Z Dcue Tank
P�ppojed 2 Sch. 40 PVC F. M,
9Z00'
9600'
PrWwed 10fl, x 90ft. At-Crru& Afound DLVwn, W CeJI w1a P�w
Czv� /S�wlem Ekv. of9 7. 00 Open Muld Me
MOIC. MaMtdn wII amd %U&?UW S&bacJcN per SRS 383.3 4 (8) (i)
Elevation Data
)BM w Nail wMink Rbbon in Base of 511 DBE Fence Post
Propo%cdScptIcTWIkGmkik-
IW =w Same
-ABSUMZD ELEV. = 100.00,
0 25
t
Graphic Soak (rect)
I torch = 50 rL
S
P
S
October EI.2,020
CON DITIONAL APPROVAL
PLAN APPROVAL EXPIRES: 2022-10-13
Plan Review: PWTS-102100242112_(`
KI-A]i I i f FONER
2 3 .22.0 W:oodcreek Rd
Siren W1 54872
SITE: Fuller
14 -of, I I Nv v 6 5 R iN � C r I - a 1.1 -s \k, 1 5 - I oo*
A&F
'['own of KINNICKINNIC
St. Croix Count-v
Total Amount: $250.00
Desca'ation: 450 GPD (3 Bedroomv — Replacemeno
Maintenance Required
DIVISION 0F INDUSTRY SERVICES
2331 SAN LUIS PL
GREEN BAY VVI 54304-5211
Contact Through Relay
http-.//dsps-wi-gov/programs�hndustry-seryi,ces
vAmm.yAsconsin.gov
Tony Evers - Governor
Dawn Crirn - Secretary
Conditionally
APPROVED
DEPT- Of: SAFE., AND PROFESSIONAL
SERVICF-S
DIVISION OF INDUSTRY SERVICES
6d;(ZIM911-21 *d;L93•
Pressure Di tri bUtiL) 11 ('0111 jr�0 11 c` 11 t Manual — Ver. 2.0,
SB D- 10706-p (N - 0 1 /0 1, R 10,1 121)
At -Grade Component Man tial - k`er. ' "1.0. SB D- 10 8 54
,I
(N.0-11,#07. R. I / 12)
The submittal described abK)ve has been reviewed for C011formance with applicable Wisconsin Administrative Codes
and Wisconsin Statutes. The submitta! been COMATIONALLY APPROVED. This system is to be
constructed and located in ace ordan�_�. �� Ith the enclosed approved plans and %vith any coniponent IlLianual(s)
referenced abo-ve. The owner, as de fined in chapter 101. 1 ( 10), NVisconsin Statutes. is responsible flor comp iance
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.
The following conditions shall be niet during construction (ir installation and prior to occupdney or use,
0 Preserve dispersal area prior and during construction to avoid disturbance. compaction --md use o I'the site.
& NVith new construction-, it is recoini-nended not to activate the pump in the dose tank until the tanks are
puniped prior to homeowner occupancy.
0
0 XN`.istewAter generated from contractors cleaning ofequipment and tools and/or left over construction
proi i i i %i s shal I not lac d isc harged into the drains discharg i ng to they private onsitu wastcwatcr trcalment System
(;KAJS). Waste generated shall be properly disposed of on -site or off site.
0 Any tall grasses, leaves and shrubs shall be cut short and removed prior to tilling the surface For installation to
pre -vent matting under the dispersal area- All loose organic illaterial to be rernoved ftoni PONk,"I'S Dispci-sal
Area.
* Divert surface water frotin atl POW'I'S ATCaS.
* Prior to: construction of the disptrsal area, check the moisture content ofthe soil to a depth of'8 inches.
Smearing and compacting of wet soil xvill result in reducing, the infiltradion capacit) of the soil. Proper "Neil`
n1k) i sture content can be determ i ncd by roll in o a sail sample bctm-ccn 111 e li�i rid s. I t'i t rol Is Into a 1 -4- i n k� I i �% I' I-C.
Z7
the site is too wet to prepare. 11"it crumbles. site preparation can proceeLl. Ifthe Site is tOO Wet 10 PTCpare, do not
piruceed until it dries.
a All piping shall conform to SPSTabic _194..30-3' and SPS Fabic 31084.30-5
0 Insulate building sewer beyond 30 feet per SPS _382_.__"00 (I I )(C)
a Well setback.% to meet chs. N K 81 1 & 9 12
0 Tank Installation to follow all rmanufacture's- recommendations.
Verif�° pro1wrty line(s) prior to installation.
V
•
Pump Floats to be set and verifie(I per approved plan. Any changes may result in pump resizing to meet
TDIJ and GPM Specifications.,
Areas titat Are occupied %vith rock fraLmlellls. tree rools. stun ips awl houlden� reduce the aniount fsoil
availahlo 1'()r proper trcatn]L�111' If no otllcr SITC Is 11_�'C, ITI 111C 11.11,4-Al ;irL!',l Of 01A2 11101,111d 111US1 1% Ctit off,
at o round level ° A tang 1-111 area is flecessao, ).N lwii aw� of Hui ahk:1\ e con,.l ItI011S W'e e11C0U111CFQL1 , to 111"OV IJO
.t7
stj ent i n 1-1, 1 it -at I \ e M'C(q
Owner ReNponsibilitles
I
0 111C CtIrrC111 Owncri and each subsequent owner. shal I receive a cc)py of this letter inciudmg i A uctiorib relating
it" proper use and maintenance of the system. Owners shall receive a copy, ol'the appropriate k.iperatjon and
0 40'
i1riaintenance niallUal and/or ownerts inanual for the PO\VTS described in this approval SPS .183.54( 1).
a In the event this soil absorption system or any ofits component parts mall'unctions so as to create a health
0 hazard, the property owner must follow the contingency plan as described in the approved plans_
A copy of the app,rovcd plans, specifications and 61s letier shall he on -site dUring construction and open it)
inspection by authorized representatives ot'the Department, which rna�- include local inspectors. All permits
required by the state or the local Shall he obtained prior to corn mencenient (if
construction/installation/operation.
In granting this approval the Division cat' ndustry Services reserves the ritylit to require changes or additions should
conditions arise making Own necessary for codC C0111plianec. As per statc stats 10 1. 122(2). nf.')thing in this rev ie.%.
shal I rel leve the designer of the responsibility fior designing a sal le b Ll i ld i ng. Structure. or com ponent.
Inquirics COIlLerning this corTesporidericc mav be made to me at the telephone nurriber listed below. or at the address
on this letterhead.
11.,c above I'i addressee shall provide a copy ofthis letter and the POWI-S manaupen-tent plan to the owner and ally
%0to are responsihle for the installation, orration or i'naintenance of the POWTS.
Thanks.
"F-;-
V,
,POWTS Plan Reviewer — Waste"ater Specialist
Department of Safety &, l_'rofcssional Serviccs I Division of lndustma ervices
1 '1:
Cell- 608-516-6134
Dick ne r
Signature
RESIDENTIAL AT -GRADE DESIGN
Pressurized - Sloping Site
INDEX AND TITLE SHEET
Prod ect Rollan & Deborah Fuller At- Grade. Mound System
CooWdonaVy
Owner Rollan & Deborah Fuller APPROVED
DEPT OFSAFETY AND PROFESSIONAL
SERVICES
Address P-0, Box 184 River Falls 'mil 54022 UMSION Of INDUSTRY SERWCES
Property Address- 147 Hn 65
SE
S - CORRESPONDENCE
Phone:
Legal Description Parce[ in the NVV114 of the SVV1/4 Sec,30 T28N-R18W
Township Kinrick inns c County St. Croix
Subdivision Name CSM Pending Lot No. 1
Parcel ID Number Part of 022-1088-70-000
Plan Transaction Ntimber
Index sheet
Page 1
Calculations
Page 2
At -grade drawings
Page 3
Laterals and dose tank
Page 4
Specifications
Page 5
Management & contingency plan
Page 6
Pump curve & specifications
Page 7
Alternate Pump Rost Seffin
Page 8
Sanita ite Plan
Page 9
IN pa�
P I
L
Keith E_ Stoner IL A Lirense Number
Desiqner 1575-007
00, Phone Number
715-653-2324
09/13/201 %
Beg?0�d ptirsuant to,
At -grade Component Manual Ver. ZO f8r POWTS SBA--10854-P (N,
()3X)-7),k' and both
SSWMP Publication 9. 6 Design of Pressuf-e Distribution Networks for ST - SAS (0 1 /8 1) and
Fire ssureDistribution Component Manual Ver, 2 0 SBD.,10706-P
(N. 01101)CK Y"// ;7)
Vlerp,;iort 7.0 (03/12) Pagel of 9
PRESSURIZED AT -GRADE DESIGN
At -grade Design Worksheet -Sloping Site
Flows and Site Data Entry.
(r or c) r Residential or commercial?
300.0 Estimated wastewater flow (gpd)
450.0 Design wastewater flow (gpd)
4.00 % Site slope
97.00 Contour elev. below lateral (ft)
83.00 Depth to limiting factor (in)
0.50 In -situ soil application rate (gpd/ft"2)
Distribution Cell Information
(1 or 2) 1 Influent wastewater quality
10.00 Linear loading rate gpd/ft
10.00 Effective absorption width (ft)
10.00 Max. effective width permitted (ft)
90.00 Aggregate length (ft)
Pressure Distribution Data Entry
(c or e) end Center or end lateral connection
1 Number of laterals
Not a final
calculation
Designer
must select
one lateral
diameter
0.156
1.50
2.0o
3.29
30.00
90.59
4.55
6.08
0.66
0.00
11.29
Orifice diameter (in) e.g. 0.25
Estimated orifice spacing (ft)
Forcemain diameter (in)
Forcemain flow velocity (fYsec)
Forcemain length (ft)
Pump tank elevation (ft)
System head (ft) x 1.3
Vertical lift (ft)
Friction loss (ft)
In -line Filter Loss (ft)
Total dynamic head (ft)
Lateral Diameter Selection
Pipe diameter
Design options
Design choice
1 in
1.25 in
1.5 in
2 in
x
x
3 in
x
y or n
y
Does forcemain drain back?
y or n
Are laterals at highest point?
NA
4.9
Forcemain drainback (gal)
72.5
5x Lateral void volume (gal)
77.4
Minimum dose volume (gal)
32.2
System demand (gpm)
Gallons/inch Calculator (optional)
Total Tank Capacity (gal)
Total Working Liquid Depth (in)
Gal/in (enter result in cell G46)
Treatment Tank Information
1000 Se tic tank capacity (gal)
Wieser Concrete Manufacturer
Efilusirt Filter Information Dose Tank Information
Po lok Filter manufacturer 750.4 Dose tank capacity (gal)
PL-625 Filter model number 20.3 Dose tank volume (gal/in)
Wieser Concrete J Manufacturer
Project: Rollan & Deborah Fuller At Grade Mound System
Transaction Number: Page 2 of 9
D -f
W
AT -GRADE PLAN VIEW
l6 B Observation pipes (2 typical)
D
': �-•�T'ffl��ert•!•w�••r ►t�.t r'l=*fa ftl •+�•sw. .'. *.�• .w•.'�'�Y
a {.•S {f. r a [acs 4 c, r•a 1 a •x•w .. r.♦ I [►' • i{ •■z+y/ 1 c •'/ { tc v f •• a a [�/_
a • a x ` / • + r . ! ♦ r • ; s •,. r r t a 1' i ` ! • c # a • ■ I i A • � r • ` i
D B
i
L
L Total aggregate Cell A x B
F= Plowed area L x W
Synthetic fabric cover
Lateral
invert elev. 97.50 ft
Surface contour
and system
elevation
A
B
1/6B
C
D
E
L
W
A x B
10.00
ft
ft
ft
ft
ft
ft
ft
ft"2
90.00
15.00ft
12.00
5.00
2.00
100.00
22.00
1 900.00
E,�— Cap
Typical obs. pipe.
Slotted in the lower 6", and
anchored securely.
6"
-T
ATwGRADE CROSS SECTION
= 12 in. topsoil and subsoil
over aggregate and tapered to toes.
6 in. aggregate below
pipe(s), and 2 in. above pipe.
98.83 ft Finished grade
elevation
•----- Observation pipe
at aggregate toe
4 % Slope
1'.. - � ���
T
Plowed layer
below L x W
Project: Rollan & Deborah Fuller At- Grade Mound System
Transaction Number. Page 3 of 9
PRESSURE DISTRIBUTION AND DOSE TANK
Lateral Diagram - Center Connection
P
wahm et e100noaApp"I
Lateral Specifications
1 0.156
Orifice diameter (in)
Center
I I
Lateral connection point
X
1.49
Orifice spacing (ft)
1
Number laterals
60
Orifices/lateral
P
88.66
Lateral length (ft)
32.2
Lat. discharge rate (gpm)
2.00
Lateral diameter (in)
2.00
Forcemain diameter (in)
32.2
Sys. discharge rate (gpm)
30.00
Forcemain Length (ft)
1129
TDH (ft)
Final grade
Typical Pump Chamber Layout
Approved manhole cover with
Weather-proof warning label and locking device
junction box zff--*-
Tank component is
property vented
Electrical as per NEC 300 and
SPS 316.300 WAC
0 p
Totals
Inches
Gallons
21.2
429.4
2.0
40.6
3.8
77.4
10.0
203.0
37.01
750.4
Tank full
TAA
Alarm on
Pump on B
91.42 ft C
Pump off
disconnect
4"
Alternate
4� outlet
location 1$11
min.
Approved
I outlet
joint
Provide 114"
weep hole or
antisiphon
device.
3" Bedding under tank w 90.59 ft
Goulds Pump manufacturer SJE Rhombus Alarm manufacturer
EP04 I Pump model number Tank Alert 1 Alarm model number
Project: Rol#an & Deborah Fuller At- Grade Mound System
Transaction Number: Page 4 of 9
+f
At reds ftstem Maintenance and o ration S ificabons
Service Provider's Name Powers Sanitation Phone 715-246-5738
POWTS Regulators Name St. Croix Coun Land Services Phone 1 715-386-4680
System Flaw and Load Parameters
Design Flow - Peak 450 gpd Maximum Influent Particle Size 1/8 in
Estimated Flow - Average 300 gpd Maximum BOD5 220 mg/L
Septic Tank Capacity 1000 gal Maximum TSS 150 mg/L
Soil Absorption Component Size 900.0 ftz Maximum FOG 30 mg/L
Type of Wastewater Domestic Maximum Fecal Coliform > 10E4 cfu/100 mL
Septic and Pump Tanl
Effluent Filtei
Pump and Controls
Alarm
Pressure System
Mound
Other
Service Freguency
Ins and/or service once every 3 years
Inspect and clean at least once eM 3 years
Test once every 3 years
Should test monTY- -
Laterals should be flushed and pressure tested every 1.5 years
Inspect for p2nding and seepage once every 3 years
Miscellaneous Construction and Materials Standards
1. Observation pipes are slotted and materials conform to Table SPS 384.30-1, have a watertight cap,
and are secured in as shown in the at -grade component manual.
2. Dispersal cell aggregate conforms to SPS 384.30 (6)(i), Wis. Adm. Code.
3. All gravity and pressure piping materials conform to the requirements in SPS 384, Wis. Adm. Code.
4. Tillage of the basal area is accomplished with a mold board or chisel plow.
5. The at -grade structure and other disturbed areas will be seeded and mulched to prevent soil erosion
and help reduce frost penetration.
6. Areas within 15 feet of the downs" toe will be protected from compaction.
7. All other construction details are as per the at -grade component manual SBD-10854-P (N. 03107).
Lateral Tum-w Detail
Finished 996696666606606
Grade .. ' ... :..:::.:.. .
6-8" Diameter Lavin . -.. .:.:.: ...... - -
Threaded Cleanout
.........
Sprinkler
Valve Box --- : = Plug or Ball Valve
..
..........
........
.
..........
....--- -
....... . . . . ... .
.. ..... - ._...,....
... .... -.-. ....
.. _ ......... ............ .
Distribution .-..-.- .-. ............ .
L
Long Sweep 90 or Two
97.50 ft 45 Degree Bends Same
Diameter as Lateral
Project: Rollan & Deborah Fuller At- Grade Mound System
Transaction Number: Page 5 of 9
At -grade System Management Plan
Pursuant to SPS 383.549 Wis. Adm. Code
General
This system shall be operated in accordance with SPS 382-384 Wis. Adm. Code, and shall maintained In accordance with its' component
manuals [SB#-10854-P (N. 03107), SSWMP Pub. 9.6 (01/81), and Pressure Distribution Component Manual Ver. 2.0 SBD-10706 (N. 01/01)]
and local or state rules pertaining to system maintenance and maintenance reporting.
No one should ever enter a septic or pump tank since dangerous gases may be present that could cause death.
Septic and pump tank abandonment shall be in accordance with SPS 383.33, Wis. Adm. Code when the tanks are no longer used as
POWTS components.
Septic or pump tank manhole risers, access risers and covers should be inspected for water tightness and soundness. Access openings
used for service and assessment shall be sealed watertight upon the completion of service. Any opening deemed unsound, defective, or
subject to failure must be replaced. Exposed access openlogs greater than 8-inches in diameter shall be secured by an elective locking
device to prevent accidental or unauthorized entry into a tank or component_
Septic Tank
The septic tank shall be maintained by an individual certified to service septic tanks under s. 281.48, Stats. The contents of the septic
tank shall be disposed of in accordance with NR 113, Wis. Adm. Code. The operating condition of the septic tank and outlet filler shall be
swessed at least once every 3 years by inspection.
The outlet f4t+er shall be cleaned as necessary to ensure proper operation. The filter cartridge should not be removed unless provisions
are made to retain solids in the tank that may slough off the filter when removed from its enclosure. If the filer is equipped with an alarm, the
filter shall be serviced if the alarm is activated continuously. Intermittent filter alarms may indicate surge flows or an impending continuous
alarm.
The septic tank shall have its contents removed when the volume of sludge and scum in the tank exceeds 1/3 the liquid volume of the
tank. If the contents of the tank are not removed at the time of a triennial assessment, maintenance personnel shall advise the owner of
when the next service needs to be performed to maintain less than maximum scum and sludge accumulation in the tank.
The addition of biological or chemical additives to enhance septic tank performance is generally not required. However, if such products
are used they shall be approved for septic tank use by the Department of Commerce-
BJMD
Tank
The pump (dosing) tank shall be inspected at least once every 3 years. All switches, alarms, and pumps shall be tested to verify proper
Operation. If an effluent filter is installed within the tank it shall be inspected and serviced as necessary.
At reds and Pressure Distribution -SvsWm
No trees or shrubs should be planted on the at -grade. Plantings may be made around the at -grade's perimeter, and the at -grade shall be
seeded and mulched as necessary to prevent erosion and to provide some protection from frost penetration. Trafnc (other than for
vegetative maintenance) on the at -grade is not recommended since soil compaction may hinder aeration of the infiltrative surface wkhin the
mound and snow compaction in the winter will promote frost penetration. Cold weather installations (October -February) dictate that the at -
grade be heavily mulched as profiection from freezing.
Influent quality into the at -grade system may not exceed 220 mg/L BOD5, 150 mg/L TSS, and 30 mg/L FOG for septic tank effluent or 30
mg/L BOD5, 30 mg/L TSS,10 mg/L FOG, and 104 cfu/100 mL for highly treated effluent. Influent flow may not exceed maximum design flaw
specifhed in the permit for this installation.
The pressure distribution system is provided with a flushing point at the end of each lateral, and R is recommended that each lateral be
flushed of aca mukit d solids at least once Every 18 months. When a pressure test is performed it should be compared to the initial test
when the system was installed to determine if orifice clogging has occurred and if orifice cleaning is required to maintain equal distribution
within the dispersal cell.
Observation pipes within the dispersal cell shall be checked for effluent ponding. Ponding levels shall be reported to the owner, and any
levels above 4 inches considered as an impending hydraulic failure requiring additional, more frequent monitoring.
Contineencv Plan
If the septic tank or any of its components become defective the tank or component shall be repaired or replaced to keep the
system in proper operating condition.
If the dosing tank, Pump, pump controls, alarm or related wiring becomes def mAive the defective component(s) shall be immediately
repaired or replaced with a component of the same or equal performance.
If the at -grade component fails to accept wastewater or begins to discharge wastewater to the ground surface, it will be repaired or
replaced in its' present location by increasing basal area if toe leakage occurs or by renovating the biologically clogged absorption and
dispersal media, installing new piping, and replacing other components as deemed necessary to bring
the system into proper operating condition.
See Page 5 of this plan for the name and telephone number of your local POWTS regulator and service provider.
Project: Ro#lan & Deborah Fuller At- Grad Transaction Number: Page 6 of 9
METERS
FEET
10
9
30
8
25
Ci
7
U
6
20
1
1
5
>p
I
a
is
4
Pm
0
3
11
C
ftge 1of9
5GPM
2-5 Fr
EPOS
EP041�
4
A
I
n ?n 40
so
Apm
0 2 4 6 8 10 12 ma/h
CAPACrrY
MODEL INFORMATION
Order
Minimum
Card
Wnimmv
KAI
maxinmn
SIC "
Shipping
Numbeir
HP
Amps
Circuitswhx+
Beaker
Phase
St*
Lengwf
Omnecthm
On
Off
She
&&kg
EP0411
115
12
20
1
Plug /
No Switch
10,
Manual
Manual
150
20/9-1
EP041 1 A
Piggyback 1
Wide -Angle
109'
120
60
21/9.5
EP041 1 F
Plug
No Switch
20'
Manual
Manual
20/9.1
EP041 1 AC
Piggyback 1
Wide -Angle
20'
12"
60
21/9-5
EP0412
230
6
10
No Switch
109
Manual
Manual
2019.1
EP0412F
20'
Manual
Manual
20/9-1
NSwitch
EP051 1 F
.5
115
13
20
Plug
No Switch
20'
Manual
Manual
22110
EP051 1 AC
Piggyback
Wide -Angle
208
12'
6"
23/10.4
EPOS 1 2F
230
6.5
10
Plug Fo Switch
l I
Manual anual
Manual
22/10
PAGE 3
4 P
KEITH E. STONERLAND USE CONSULTANT, CERTIFIED
SOIL TESTERAND DESIGNER OF SANITARY SYSTEMS
?3220 Wood Creek Rd.
Siren Wisconsin 54872
Phone (715) 653,12324
AdventurersCentu te1.net
tional Float Settings
Q
Dimension
Inches
Gallons
A
20.50
415.74
s
2.00
40.56
C
4.50
91.26
D
10.00
202.80
Total
37.00
750.36
37 inch liquid level
20.28 gals./inch
Min. Dose = 72.25 gals.
Max Dose = 90.00 gals.
91.26 gallons — 4.90 drain back = 86.36 gallons
Optional Pump
Na
Note: Double float pump switch maybe required.
Page 8 of 9
Page 9 of 9
To FN# 147'H%y 65
310ft Io Residence
V
Sanitary Site Plan
For: Rollan Fuller
Proposed Lot I of
Part of the NWIA - Ste '
S"ec. 30 T2 X N
Tow n of K in n icki n nic -St.0 roi x Co u MY
ExisdAg Aed
Be&vm Mmwe-
I'mposed 4 mSch. 40 PVC DW. SewvT
99,30P
Prqp%yed Wimer Concrwe WLPIOOO-,AM
Septic Tank w1a Prey -Lit PL-525 FMAw
PIL 2.002 Acm Parcel
4" ScAL 40 P VC. or Asim D-3 034 P VC
CQ"*wtCePw
Prapa-wed WLP7.50-MR Dwr Tank
12'" SrA 40 P VC F'Af
>30%
25
k_
Graphk, Scale (Feet)
I ine h = W IrL
T*mQd of mmqi�,ic R&ff
PIL +
9750'
BM
,.2,5
96. 00'
Ph4xmnd I Oft x 90ft. At--GradE Almmd Diwperyal Cell w1a A
Contow a0lon Elev. of 9 7- 00
Open,Field Sizi
Naw: Mamhm wH and warerUw setbaeb per SPS 383.34 (8)(1)
P,%
FACN.-aLion Data
Prop ose d S c pt i c Tan k grade — 99 .3 0'
Thread Elev. --91, 50
)BM = N ail w/Ptn k Rbbon in Base of 5" D 1311 Fence Post
EW
ASSUM" XLEV. w 100-00'
IM
j_
Dr dowry Services
SOIL EVALUATION REPORT#349
Pwe I of
in accordanm wfth SPS 385, Wis. Adm. (,,G& l lone-r CST
Atta a Jan an n 8 ° x 1' MtY
r� chr ant
lrl and
PercAm sbwe, scale of dirperimns. norlb wm, and I t and distanm to rarest Toad. FlarcvW J.D.
Pkwse t ell InibrylUtion. 0- 1W-70-000
POW" YOU Ptovkw "MY be for se0onclary purpo$&'sFry Law
PIS Owner
4an & Deborah Fuller Property I x0cafion
rt_ f cat f /4, 1 �' , Ste, T2818
P,
PIOPWY OwrWa NWhog Ad&ew F�PO Bax 184 r_. of a Mock �. or G-_ ____ SM#
.
Kinnickinnic 747
New GonVnxton Use: Rbew f bedmom
derived design f rate, 450 GPE)
Pare malwial t aft
dal ��, --" ---- —.._._ _ _ e ,MthV pos Mftftymm elffinifim = 97M. pipe CM&XF "ad MWW.
am M0xMTM0fto�M-
Boring
Pit GrOUnd wrtace elav_ .5 _ 1)P 1 limifing f.a for 4 -
l err mow! bon Rate
� r� x � F i
r � a � O"
AAA__
.. Y sty i 2msbk
-
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3 16r-32 1�414
f- 0. 4
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2
j Bo ing n
Po Ground a 96.E it. Depth to J wr �� >94 in, n Raie
i zn" J .naryt Color Redox� Aire
_
Deacr*ftn Te
Con wiistew�g Boundairy RoM Gpbftli
rat . z _ A
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Efkwm #1
:!�.. 30 mqk. and TSS 5,-
GS I • Name (Plea Pont) Signature:
Keith Star*r R CST Number
.� • t. r2,24059
ems Ka0h SImm CST
23,M Wood Creek Rd Wl 872 ;I L j 1 b Mcoolm*jcled fekmhone Ntjnl*r
715-566-0900
ti-#130 rR f)j1 t 3)
Prqnfty Owrmf Rollen & Debonh Fuft
Paraw g) # 022-10OB-704M
Page 2 of 3
Ptt Growod swm* ejay. 97.30 m
OWM W MY9*V >a3 in.
r!tFDtr — - APPkafim Hate
Horizon
n Dminant Coloi Aedox Dftmipdm Tee' 'structure. !Gonsistenm Ekxmda ry fkx)ts
m sz. ctw, c4ar
Gr' SZ- Lsh.
0-10 lOYRJ/2
10 2nlsbk mvfr
9's 3f-m 0.6 0.8
11 T'l
2 l&-29 IOYR4/3
sd 2msbk mfr
gs 3f-m o.4 0.6
.1 1 29-35 10YR4/4 2f-nisbk
gs 2f m 0.6 1.
4 0
35-51 qr s
5 51-74 IVM4/3+5/4
9s if, 1.0
74-83 10Y" cos Osq
0.7 1.6
mft In 40 twas or - -------------
Flaring
04 13orklq #
Pit GmundsWamelev, 95.40 ft. Depth to 4MOM bwjor. >96
Nwzon DeM i DOM&WO'cadw APPkmbw Rat
Tmftws RuxXtire
in. Ou. sa- cam. t _GPO/W
rit, -01. -�ftol I
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3f 0.6
2 1 n-20 jOyR4/3
sd 2msf* Fr* gs 3f-fn 0.4
3 2-G-26
10YR4 1 /4 A A-Mshk
nwT gs 2f-m 0-6 1.0
4 26-34 1 IUYR414
or s 099 gs 2f 0.7 1.6
5 ---M -60 joyR,91.3+5/4
Padox Omm"m 7F
&r gr m5 ft "A —W7PO. 7
gs It 0.7 1.6
6 IOYR5/4 sr fis
0 0,
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mpk
60 in, n
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3 16-29 lOYR4/4
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0-4 0-6
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gs 2f-M
5 50-53 IOYR5/4 —
sr
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--- +4/4 qr s
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Page 3 of 3
P/L
To FM 147 r 65
2.OWA=
Soil Test Site Plan
For: Rollan Fuller
Proposed Lot of CSM
Part of the NW1/4 - SW1/4
Sec.3O T28N-RISW
Town of Iinnickinnlc-St.Crola County
0 P file 011i How
Sa
99.M
Septic T'O*Loaarm a
T*eiodofclEtMer
IB #5 +�
'Dow r�r a
97.00"
9&OV -1k # 2
IB as
• i , I !--I- mWood toelededaper VS M34 (8)(1)
Eteypt on_.Data
B# l = 96.53'
2 `" 6.001
B#3 = 97M
B#4 = 95.409
B#5 = 98.90'
Proposed Septic Tank Gnome = 99.3301
f
BM
x
3 #1
ThnmdMev. = ,-91.50'
A BM xg Nall wok Rbbon in Bame of 5" DBH Fence Post
mrm Same
ASSUMED XLEV. = ioo oo•
July 23rd, 2020
ii� CST# 22UM
cc
o
is W
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to ton _
op
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THE WEST UNE OF THE SWs/4OF �r
`
SECTION 30 BEARS S00'0.3'47"W
BASED UPON THE ST. CROW • •
COUkW COORDINATE SYSTEM
LL
101,
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S00'OS'17'W 3630.94
owl
258.36'
N0060134"E 3U.36'
U N P LATTED LAND
...�
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'74 54 r
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h7x17E
= h0X17£' TUC
T. CROIX COUNTY
SEPTIC TANK MAINTENANCE AGREEMENT
AND
OWNERS[ UP CERTIFICATION FORM
Ownr.r/BuyerRollan &Deborah Fuller
Mailing Address P.O. Box 184 River Falls Wi. 54022
Property Address -t,4r Hwy. 65 1 q-1111 4W y. (o� -- '�o.� I.,.�-F 1 CS �
(Verification required from Plw=ing & Zoning LAW6 %1IM" it for I
River Falls, WI. 02 -.1. 0$�-��-�i�'
LY1 WmiQj %k#%W Identification I
LEGAL DESCRIPTION
9f
Property Location NW 1/4 9 SW 1/4 1 sec30 _.T28 N Ri 8 W , Towm of Kinnickeinnic
Subdivision Plat.- Lot
CertWmd Survey Map # Volume 30 11age 69� 1
Warranty Deed N (befom 2007)Volume ['age
Spec use 13yeelao
[.rot I i nes identifiable 13 yes [] no
SYSTEM 2j&LNT]ENANCE AND OWNER CERT1F1J;AJ[1(lN
IaTmper use and maintenance of your septic system curd result in Jis prc=wm failure to idle wastes. Proper
maintertam cmsists of pumping out the septic tank every three ycars or sooner, if nceded, by a licenser pumper. What you put into
ft systein can affba dw fun ct i on of the septic tank as a treaunent stage in the ate di sposai system. Owner mi Men ance
responsibilities are specifited in §S'PS. 393.,52(1) and in Chapter 12 - St. Croix County Sanitary Ordinance.
Thc pmpexty owncr agrees to submit to St. Croix County Planning & Zoning Dcpaftmen a certification form, signed by the
owner and by aTmster plumber, joumeyman plurnlw, restricted plumher or a Icen-sed pumper verifying ftt (1) the on-%ite
wastewata disposal system is in prcVff operating condition ancVor (2) aftcT inspection and pumping (if neccssary), the septic tank is
less t1/3 full of sludge.
VwcT the undmigned have read the above requircmen ts and ag= to mainWn ft private sewagc dis"ll system with the
suxduds set flynh, herein, as se by the Departm ent o f Safty A nd Profewional Semi ces and the Dvart=nt of Namml Reso u rcv�.
State of Wisconsin. Certification sWing that the �St_ Croix
t you r septic sy ste m has be= mai ntairked must be corn~ p feted and retumed (o
County Planning & Zo n i n g Deparbmnt within 30 d ny s of the three yaw o0rati on date.
I/we certify that all statements on this form are true to the best of my/our knowledge. I/we ani/are the owner(s) of the
prop" described above, by virtue of a warranty deed mcorded in Register cif Deeds Office.
Number of bedrooms 3
lb 12 3 / 4R 00? ID
SIGNATURE OF APPLICAN 0 F(S) DA'TE
"*Any infomiation that is misrepumerated may resiAt inuLry permit bei revoked by the PlanninnglDepartrn g& Zoning M9
Inc] ude with th is appl ication a recorded vearranly d eed ftum the Filgistew of Dee& Offi cc wW a copy of the cert i fied survey nnap i f
refermce is mdc in the warrwity deed.
(REV- "412)
a
Parcel #: 022-1088-70-100
02.119/2021 09-35 AM
PAGE 1 OF 1
Alt. Parcel, #-, 30.28.18TOWN74B 022 - TON OF KNN IICKINNIC
Current FX'I ST CROIX COUN]"Y, VVISCONSIN
Creation Date Historical Date Map # Sales Area Application # Permit # Permit Type # of Units
09/17/2020 00 0
Tax Address:
ROLLAN F & DEBORAH J FULLER
PO BOX 184
RIVER FALLS Wl 54022
Districts. SC = School SP = Special
Type Dist # Description
SC 4893 SCH DI RIVER FALLS
SP 0100 CHIP VALLEY VOTECH
Legal Description: Acres:
SEC 30 TN R 1 81 PT NVV SW CSM 30-666-1
LOT 1
Owner(s): 0 = Current Owner. C Current Co -Owner
0 - FUIJ,ER. RO[.[,AN F & DEBORAH J
Property Address(es).w Primary
* 149 HWY 65
Notes:
NEW FOR 2021: RETIRED 022-1088-70-000
W/RMNDR 022-1088-70-005 FOR CSM 30-6861
LOT 1 AS 022-1088-70-100
2.002
Parcel History:
Date Doc # Vol/Page
Type
09/17/2020
1111899 30/6861
CSM
08/31/2012
962738
WD
0 5 /26/2 011
936727
WD
08i14/19-91
472,503 912/64
LC
Plat.p A. = Pr,imary Tract: 4S-T-R40'/4160"/iGL� Block,/Condo Bldg:
" 6861-CSM 30_6861 022-020 0- -1 NW SW LOT 01
2021 SUMMARY Bill ft: Fair Market Value: Assessed with.
0
Valuations: Last Changed: 12/16/2020
Description Class Acres Land Improve Total State Reason
Totals for 2021:
General Property 0,000 0 0 0
Woodland 0.000 0 0
Loftery Credit: Claim Count: 1 Certification Date: Batch 519
Specials:
User Special Code Category Amount
Special Assessments Special Charges Delinquent Charges
Total 0.00 0.00 0.00
CERTIFIED SURVEY MAP
LOCA7`EO iN P,RT OF IF
WE NW.114 OF THE SW-1/4 OF S€CTJCN 30, T28N, RIs W,
TOWN OF KJNNrCKrNNrC, ST. CROIX COUPITy, WrSCONSIN
W114 CORNER
SCCTION 10 '
zn
23
r) b 4wi
Ub
PREPARED FOR_
LA
ROLLAN & DEBORAH FULLER
PO BOAC 184
th
z
�^ '
SO RVEYOR-
DOUG,HLER
& N LAND SURVEYING
SCALE: 1 10(" 2920 ENLOE ST. S ITF 101
LEGEND
50
SECTION CORNER MONUMENT c� � C_�s I �
SFr I" OUTSIDE DIAMETER BY
18"' LONG IRON PIPE, WEIGHING
1.1.E LBS. PER LINEAR FOOT
NO .�MONUMENT,COUNTY COORMNAT€
I
t , 'E"3ch PDrcel .57howrr o€a rhi.s r 1ap f$ !gubjreet to S[�t
HOUSE* CO urdy and ;r0 wj"Jsh R la w s, ru;ca art if gular}on � (i.e,,
ww .franrt ,rayo'raimx,rra JL0C sl , a es€' lv Pdruel vic.I
; Before p"rolra.si(t9 or the St_q pareel �[ tr l tp
Let-+ur�
;9 w
.. , ,.. and t M'Murr+ly Dero topmerrt Dept
1° rfy r,,', r, d OR thP.5 Mat) c oats ins arras t'h og
are sPlxiPct to the shore1trFd f! F10Y J
addiriurralrese-clions apply
�}�re[m�td d}epa7,.n `nr rr it iner�rrrrar aaranrtyr
iwk
LA
SHO WIV FOR "»
REFS 'sC ti y,
APPR
94961 61r� N
LZ 64 ' .r ,� ' �, `
4bb �0
Cc
.+
0
kHEDI ,.
MOW
902 4:
}1 ( V
�
J
q N LOT I
IJj s�
2-00"2 ACRES
PROPOSED-- ;,.
r
` LOCATION
n♦ „
✓ y
rn I µ
r� t
. Ste' CORN& 589�39'24"W2T1.12
DRAFTEDRY. f f. ' ' PROJE T #7974- 1 DATE' SWO. Revised 9/1 ` 5
� k
SHEET 1 OF
Disturbance of I C),000 sq. ft. or greate r between 12% and 19.9% reqUires a Land Use Permit. Disturbance on, anything great-er than 20% sions requires a Land Use Permit.
Road and Driveway Disclosure
The proposed CSN4 cfoes not invoJve the constr,uction of any roads,
Fv(1 All, driveways on the Proposed CSN1 meet applicable separation di;st.ances-
Water Resources Disclosure
Tlie property either does not contain vveflands or development wil[ not enCroacli upon identified
I
Wetlands. If vveflands are present on the property attach a map identifying their approximate boundaries.
The property does not cDnta'n flood hazard areas ar Jdentified by the Federa� Emergency Mana ernent
Agency (FEMA),
attest that Me information contained in this application is true and correct to the best of my
knowledge.
Licensed Surveyor: Douglas J. Zahier
(NQme -please p rin t)
Surveyor Signature:— 8/31202Q
Page 5 of 5
AM.
Wiscmsln Department of Safely and,Prof
u Str
Division of Ind #3549
SOIL EVAL I 1AM PORT
Parge 1 of 3
6 7ij L P,5 L IGINAL
6 laq i acco rd a n ce with S P S 38 5. W is. Adm. Code Keitti Stoner CST
County
Attach co plete S, e pla n on pape�., ppt less i rta n 8,/�, x 11 inch e s i n si z e - P Ira n M ust
=lude, W not limiled 1P.erW1iC3#-'4.'0 horizoo�al reference point (W), direction and St. Croix
percent slope, scaI16�6f & prmork�,�t7 l'i,row - andr locat'lon and distance to nearest road. Pa reel I.D�.
n �022-1088-70-000 ease��117
t all Info"nation. Date
Personal rntorrna6on yov provide may be used for secoodary purposes (Privacy Law.. s. 15.D4 (1) (m)), Y
ProWy Owner P ro- p--erty Loc atia n
Doll an & Deborah Fuller Govt. Lot NW 14, SW 114, S301 T28N, R 18
Property Owner's Mailing Address Lot # Block # SOW. Name or CSMft
PO Box 184
City State Zip Code PWne I u l.. I City E] Village N_ Town Nearest Road
iver Falls Wl 54022 Kinnickinnic 147 Hwy 65
Use- Z Residenti 3 Codo der" I New Construction al Number of bedrooms rived desig n flow i ate 450 G3PD
Replacement Public or commercial - Describe:
Parent material Sandy Out -wash
...... . . . ....... — - - — -------- Flood plain elevation, if applicable N,A ft.
-General comments Propose a 10 x 99 At -Grade nmnd with a I tour'Isystem eleva I ion 9 7- PJ pe con tour staked onsil
7
and recommendations:
rort�� zo Fj &7
I Boring
PO Groundsurface elev. %.53 q, Depth to 11miting factor >94, In.
* f
foil ppficafion Rate,
Hor170,n Depth Dominant Color Redox DescOption Textufe structure Consistence Boundary its J���ft
in, munsell Qu. Sz- Cont. Color Gr. Sz, S.h. •Eff# I *EU2
0-9
f-m 310YR3/2 A 2msbk mvfr gs 0.6 0.8
2 9-16 10YR4/3 9d 2nnsbk Mfr gs 3-f-M 0.4 0.6
3 16-32 10YR4/4
$I 2f-,msbk mvfr g,s 2f rn 0.6 1.0
. ........... . ... . ..... . ......
4 32-94 10YR5/4 srs OS9 TF4 2f 0.7 1.6
..... .... .
Boring, # Ground 96.00
A
pfl
surface elev- it.
Depth to 11miting
fackw
ir
in,
[Soi I Appil-cati
on RaIrf
Horizon Depth
Dominant Color
Redox De Option Texture
Structure
I Consjstendary
Roots
GPD!ft-1
Munsell
0U_ Sz, coat. color
Gr. Sz. Sh.
-'Eft#,2
1
0-10 10YR3/2
sit
2msbk
171mirfir
gs 3f-M
0. 6
0-8
2
1 G_ 19 10Yk4/3
sd!
2msbk
mfr
gs
3f-m
0.4
0.6
3
19-28 10YR4/4
S1
2f-msbk
nwtr
r
9S
2f-m
0.6
1.0
4
28-34
10YR4/3
Is
OS9
r(o
9S
2f
0.7
L6
5
34-48
10YR5/4
S
0sq
n-d
gs
if
0.7
1.6
6
4&-60
10YR5/4
&uids of qrsi-S,
7.SYR314
srs/f s
05g
M I
gs
If
0.5
1.0
7
60-94 10Y1 5/4
S
05g
Ml
0.7
1.6
Effluent #1 - BOD 5> 30 < 220
Mq/L and TSS >30 < 150 rng/L
Effluent #2 BEE ,s,30 mq,L and ASS < 30 mgVL
CST Name. (Please Print) Sig n atu re CST Number
Keith Stoner 224059
J
Address Keith Stoner CST bate Evaluation Gonducted Telephone Number
23 2 20 Wood Greek Rd Siren F W 154872 7/23/2020 715-566-0900 j
S DON] ( R-07f 13)
Prop�rty Owner Robb & C*borah Fuller parcel I[) # 02.2-1088-70,-" Page 2 of 3
BoOing
Ground surface eiev. 97. 0 ft.
Depth to limiting factor
>83
it Applicabon Rate
Horizon
Depth
Dominant Color
Redox Description
Texture
Structure
Conslstence� Boundary
Roots
GPD/fty
I
in.
Munsell
Ou. SZa cont, c0or
Gr. Sz., Sh,
Eff#2
1
0-10
10YR3/
sil
sbk
mvfr
gs
3f-m
0.6
0-8
2
10-29
10YR4/3
Sid
2MSbk
9S
N-M
0.4
0.6
3
29-35
10YR4/4
S4
2f-msblk
MV*
9S
2f-m
0.6
Lo
4
35-51
10YR4/4
gr s
OS9
MI
gs
2f
0.7 1.6
5
51-74
ICYR4/3+5/4
sr fs/s
Osg
r1rd
gs
if
0.5
1.0
6
74-83
10YR5/4
Ms
Osg
rN
0.7
1.6
I..
*5 Wfth 112 - 4" bands of dense loamy vfs 10YR4/4
I
. ...........
Boning # Boring
Pit Ground surface elev. 95.40 tL Depth to 111mifing factoi >96 in- -1-Sofl'Application Flate
Horizon Depth Dominant Color Rix Description Texture Structure Gonsistence Boundary Hoots GPD/fV
in. Munsell Qu. SZ, cont. G0101. Gr. Sz. Sh. "Eff#1 tf
0-10 10Y 3/ u rnsbk mvfr gs 3f-ram 0.6 U-�
2 10-20 10YR4/3 2msbk Mfr gs 3f-m 0.4 0.6
3 20-26 10YR4/4 51 2f-fnsbk Mvft 9S 2f-m 0.6 1.0
. ........... . . .
4 26-34 10YR4/4 gr S mi 9S 2f 0.7 1.6
5 34-60 IOYR,4/3+5/4 !-Or gr ar. OS9 rill gs if 0.7 1.6
6 60-9,6 IGYR5/4, sr fs osg n-j 0.5 1.0
#6 - vvith frequent I - 2" bands of sil 10YR4/4
1-1 Boring
pit Gfod surface tt. tiepin to ilmning FaClof in- JSW Appk*ffion Flate
tt2 Horizon Depth Dorninant Wor Redox Description Texture Strucluf 0 Pmslstence Boundary Roots GPD/
in. II tins Qu. Sz. Cont- Color Gr, Sz. Sh. *Eff#1 'Eff#2
1 0-8 10YR3/2 sil 2msbk Mvfr 9S 3f-M 0L 0.8
2 � f 3-M 06 8-16 10YR4/3 EW 2msbk mvfr gs 0.8
3 16-29 10YR4/4 Sd 2msbk, ff Yrr 9S 2f=M 0.4 0.6
4. 29-50 10YR5/4 OS9 MI gs 2f-M 0.7 1.6
5. 5,0-53 10YR5/4 sr Ifs OS9 MI 9S if 0.5 1.0
- fir' 5 Osg mi if 0.7 1.6
6 5360 1 10YR5/4+4/4 9S
7 60-87 10YR5/4+4/4 c2d5YR518 car S 059 f rd 0.7 1.6
a Effluent #1 = BOD 5 > 30 < 220 Mg/L and TSS >30 <, 160 nWL
.17
Efflueot #2 w, BOC� < 30 mgVL ard TSS <_30 mg/L
,-.,I I I -,-, I +-! I ,,I " R.OW 13 b tuft Saxw CST
Pa g� 3' of 3
To FN# 14 7 hT*y 65
3,10ft to Residewe
2.002 A. cre Parcel
P/z
Sol"I Test Site Plan
N
For Rollan Fuller
Proe l,msed Lot of CSM
harl of the N NNr 1 /4 _ SNVI 14
Sec.30 T2NN-R18%V
0 so
Town of Kinnickinnic -St.Croix Count-v
Grapbk Scale (rest)
I Inc h = 50 tL
Proposed A-ree'
Bedroom Home
Stab Construction
99.3'0'
Septic Tank Location
430010
Throf Kinnickinnic River
PIL +
97.50
Proposed Dose Tank Location
97-00'
.96, 00' 7- 1
4%
Open Field Site
Thread Eky. —91-50'
Note: Maintain well and waterline setbacks per SPS 383- 34 (8) (i)
PIL
'llevadmi Data
a MI—Nail w/Pink- Rhhon in Raw of 5" DBII Fence Post
B" t 96-5.
96.00' EIRP vok Same
B#j 97.30'
ASSUMIED ELEV,, 100.011'
B94 9 .40'
Backhoe Pit
fuly
I S c I t 1c Tank Grade 99.3 0' . .....
kLei th E. Stoner CST# 224059
z
CIA
LL
.100
oe
It no
yos%%
�o
LU
g � THEWEST UNEOf THE SWI/IOF lot
�I
SEL710N30BEARS S00'OS'47"W0 FZ, F
CROW THE CROW"I9ASfD UYONT'� i'� o
couerrraooRo�nra�s►�srFM Qs�"',�� �o.ar zse.�6�
DO N06'01'34'E 98l98'
W i
UNPLATTED LAND685.561
�
LLM
A+44 soo�osa�wz�a�a� � � \ \/ WESTLNEOfTNfSW1/43
�1
-COUNTY NO*
.... . .. ...
WIN`
dop
up
N
OWNER
r4LL "JLr,
ILL LL L
0, A 4P 0 H6 A M6
FL
S PERMIT EXPIRES
SUBDIVISION
CHAPTER 145.135 k2) WISCONSIN STATUTES
(a) Tito purpose (if [lie sanitary permitisto Amy in4dallation
of the private Newa-cle %,vVitem de: oiled in the p-'snit.
(b) The approval of the sunitary permit is based on
regulations In force on the date (if apprtwai.
W The sanitary permit i% -,-alid and may he rencme(l ror a
specified period.
W) Changed regulations %vii] not impai r t lit! N,j lidicy o F a
Sanitary Permit.
(e) Renewal of the sanitary permit �011 be baked mi
regulafion% in force at [lie 6HIC iS NOUg,111. 311d that
UhaFtged i-egulations may impede ren t2,%N a].
Thv sanitary pernill is transferable.
I Eistory: 1977 c. 168: 1979 c. 34,22 1, 1981 L�. 314
Note: If you %visli to renew the perm I. or transfer ownership of
the permli, pkase contact the coumy anthoriti.
D ISSUING OFFICER -DATE
UJT�
F 114L reLEX Mifm —111 _09 V3 FIF 1 �t
POST IN PLAIN VIEI,,,, - V
q
ffffff IffIA111m [SWIM19LDT's], a ffm
on" I I Bill
SBD-06499 (R I L-220)
-4
St.ate 13,ar of W isconsin Forti-i 1 -200.)
WARRAN"IN UEEI)
1)ocurnent Number Documcw Name
THIS DEED, made be(ween Shirley Fuller fWa Shirley Barry a/k/a Shirley Wertz.
ai_sin gL(t_p.!rson
JIG rmtoi, " wl ictl ier one or mcre),, and Rollan F. Fuller and Deborah J. Fuller,,_
husband and wife as survivorship marital pjqpeqy__
("Granidea H whether one or more).
("ra mor for a val tiab lv, c0i i s I de rai ion, conveys to Grantec the ful. lowii ig described real
cstaie, together �Ylth the rents, prof-iis, fixtures and other appurte!mni inlerests, in
St. Croix County, State of Wisconsin ("Property") (if more sp3cc is
needed, ple,"Ise amach addendum) -
See attached Exhibit A for legal descriptton. Said deed is given in full satisfaction
of the Land Contract between the parties dated May 28, 1991 and recorded on
August 14, 1991 in Volume 912, on Pages 64-66. as Document Number 472503.
This deed is given to correct the legal description contained in Warranty Deed by
and between the parties dated May 25, 2011 and recorded in the Office of the
Register of Deeds for S1. Croix County on May 26, 2011 as Document No. 936727
and on ftw Land Contract by and betwef-ii the piar-has dated May 28, 1991 and
4 9 1
N 4063374
962738
BETH PABST
REGISTER OF DEEDS
T. CROIX CO.,, WI
08/31/2012 1:58 PM
EXEMPT#: 3
REC FEE: 30-00
PAGES: 3
Rct7ortfing Atca
Name and Retum Addrt:ss
Leo A. Beskar
Rodli, Beskar, Krueger & Pletcher, S.C..
219 N. Main Street
River Falls, id l 54022
See attached Exhibit A
[1.,rc;:j ldcw[heat ioti Numb er(PIN)
recorded on August I , 1 1 in Volume 912, C)rfl PZkjje'S - 13, as Document 1,1115 is —m ho"cad property.
Number 472503. (is) (is not)
Gr,inwr N%e,-.irraT'1tr% that flIC (HIC (0 tile FrUPO-IV 1. gid L)W, Hefe-A�ible, in fee, simpti
le an(I lr're nd, clear ofencumbrances except,
e
easements, restrictions and reseryi
at'lons, f any, of record.
---(SEAI,)
AUTHENTICA'VION
signature(s) Shir1qy_fuller f1Wa Shirley Barryn. alkla Shirley rtz
a single person
authenUcated on
Leo A. Seskar
-r 0 b i"N U led�r)bxMim
(SEAL)
Shirfev Faller /k/a Shirley Barry a/kla Shirley W er rtz
(SEAL)
KNOW I - I-AX; N4 U- NT
S'I'A I F OF WISCONSIN-
PIERCE
Personally came be -fore me ot) Mf 1-,1AiAA - Z I 7 1
the above -named Shirley Fuller f1k1a SO joy Barry alkia Shirley WerlZ
I Jdci 1V1Z;jVj UZI% a I rN 1.� el
o or known to be the
(If not , tt jwrsull(s) w1lo cx'ccuted thc foregoing
authorized by Wis. Stat_ § 706,06 m5qment and ack no vy ledged the sa c
'VY1 I S I N S-VK UIM FNT DRA D 13 Y.
Leo - A. Beskar.-Ro.dfi.-Ueskar, Krueger-A.Riatcher,'S.C.. NOtA I'Llb ic, State of
219 N. Main 64022 My comill iss on is Pei-111atic I it 2=4 5
kNigni.mirt-s 171XV bV '.hUflTC110.cjh:fJ or avkc%o%v1v.dgcd. iioth are nW nt-Crssar�.
N.m,F. 'rii is IS A STAN [)A k 1) FORNI. AN %,1001 FRATI ONTOTI I IS FORNI 511101) LD lit' A 1,11N- ft Qt 0
WA It RA N'r v 1) F ED -,'020413 STATE BA k 0 F %V I SCON S I N Mali
*IWO PR Im * I
TyTv awne bekmy 'Rai.
1 of 3
EXHIBIT A
The W '/2 of NW 1/4 of NW 1/4; the N %2 of NE 1/4 of SW 1/4, and N % of NW 1/4 of SW 1/4 of
Section 30-28-18; and
The S Y2 of N %2 of SW 1/4 of Section 30-28-18, and SW 1/4 of SW 1/4 of Section 3 0-28-18,
except the following, to -wit: Commencing at SE corner of said SW 1/4 of SW 1/4 thence N to N
corner thereof; thence W 40 rods; thence S 55 rods; thence SWIy to a point in W line of said
described forty 20 rods N of SW corner thereof; thence S to SW corner thereof; thence E to place
of beginning; and
Commencing at a point in the range line between the Towns of Troy and Kinnickinnic where said
range line intersects the N line of the Highway in Section 25-28-19, said point being 9 %2 rods
more or less S of the 1/4 section corner on said E line of said Section 25; running thence N on E
line of said Section 25, 85 % rods; thence due W 11 Y2 rods; thence S to a point 10 rods W of a
point in said Section line 66 rods N of aforesaid 1/4 section corner; thence SEIy to a point 2 rods
W of said Section line 52 rods N of a point 2 rods W of said 1/4 section corner; thence S parallel
with said Section line to N line of the aforesaid highway; thence E along N line of said Highway
to place of beginning; and
Part of SE 1/4 of NE 1/4 and NE 1/4 of SE 1/4 of Section 25-28-19; describes a right of way
commencing at a point as near as practicable to SW corner of W Y2 of NW 1/4 of NW 1/4 of
Section 30-28-18; thence in a SWIy direction until it intersects my private road leading to a
house owned by Smith Burr; thence with said private road in a SEIy direction until it intersects
the Town line at the nearest practical point; thence on said Town line between the Towns of
Kinnickinnic and Troy until it intersects the highway leading from the Hudson and River Falls
road to Pleasant Valley on the N side of the Kinnickinnic, said right of way not to exceed two
rods in width and to be wholly in the W side of the Town line; and
A parcel of land located in the NE 1/4 of SE 1/4 of Section 25-28-19, described as follows:
Beginning at the NE corner of the SE 1/4 of NE 1/4 of SE 1/4 of Section 25-28-19, thence S
according to government survey along the section line 212.5 feet; thence N39°55'W 330.5 feet
more or less to State Highway "65"; thence NE along State Highway "65" 140.5 feet more or less
to a point on a line N39° 1 TW of place of beginning; thence S39° 1 TE 285.0 feet more or less to
place of beginning. Above parcel to contain 0.97 acres.
Part of the Northeast Quarter of the Southeast Quarter (NE 1/4 of SE 1/4) of Section Twenty Five
(25), Township Twenty Eight (28) North, Range Nineteen (19) West, Town of Troy, described as
follows: Commencing at the Northeast corner of Southeast Quarter of said Northeast Quarter of
the Southeast Quarter; thence North on the East line of said Northeast Quarter of the Southeast
Quarter to the intersection with the Southeasterly line of S.T.H. 65; thence Southwesterly on said
Southeasterly line of highway to a point that is N39° 15'W of the place of beginning; thence
S39"1 YE 285 feet, more or less to the place of beginning
2of3
Commencing at a point in Range line, 74 rods N of 1 /4 section corner on E side of Section 25-
28-19; thence running W 10 rods; thence N 21 3/4' E 27 rods and 3 links to aforesaid Range line;
thence S on said line 25 rods and 6 links to place of beginning. Containing 78/100ths of an A.
Magnetic Variation 8°50'E.
EXCEPT parcels previously conveyed.
PIN: 040-1100-30-100, 040-1100-30-1252 022-1088-10-0005 040-1097-80-000,
040-1096-20-000, 040-1100-10-000, 022-1088-60-0001, 022-1088-70-0005 022-1088-80-000
3 of 3
Kevin Grabau
From: Rudnick], Elizabeth J - DSPS (Cece) <ellzal,)etli-r'Lldnicki(cbwlsconsin.gov>
Sent: Tuesday, December 1, 2020 5:57 PM
To: Kevin Grabau
Subject: Re, Soil test - it Stoner
This ema it originated from a n externa I sou rce. VerifV the legitim a cy befo re cl icki ng ii n ks or open i ng atta ch ments.
Hey Kevin,
Keith uses that when describing stratified sand The abbreviation for stratified is SR. 'k-ike ciarel
NZW®RIO.W11MMI,
Wastewater Specialist
MRS - CST - POWTS Inspector 265824
WI Department of Safety and Professional Services
Phone 608.400.3186
Email elizabeth.r,udnicki@wisconsin.gov
From: Kevin Grabau <Kevin. Grabau@sccwi.gov>
Sent.: Tuesday, December 1,, 2020 4:22 PM
To: Rudnicki, Elizabeth J - DSPS (Cece) <elizabeth.rudnicki@wiscoiisiii.gov>
Subject: Soil test - Keith Stoner
Hello Ce.Ce,
"srs FP
I am trying tO figUre out what Keith Stoner is trying convey with 1-ilo_nder the Texture COILJ1111`1 of the soil test.
(?) I VIOUght maybe it was a typo, but he has it in at least one horizon of every pit.
I looked through the materials I have here, including the Field k for Describing arid Sampling Soils (ver. 3.0). All I
can find is a texture modifier for describing fragments, usin srFd r "Sub-i-ounded?i
Any insight?!
Thanks.
Kevin Grabau I Community Development - Land Use & Conservation Specialist
1101 Carmichael Rd Hudson W1 54016
T. 715-381-
n. r .J..gOV
ST. C RO, NTY
(Omm"�- 000m)
11118991
BETH PABST
SURVEY
MAP
REGISTER OF DEXERTIFIED
T. CRI— W
J
LOCATED IN PART OF THE NWI/4 OF THE SWI/4 OF SECTIO N 30, TZ 8 N. ft l8w,
RECEIVED FOR RECORD
TOWN OF KINNICKINNIC, ST.
CROIX COUNTY, WISCONSIN
09/1-7/2020 11:44 AM
V111/114 CORNER
CERTIFIED SURVEYMAP
SECTION 30
VOLUME: 30
PAGE: 6861
:E
REC FEE: 30.00
C)
:2� rrl
PAGES: 2
PREPARED FOR.
Ln
ROLLAN & DEBORAH CULLER
PC) BOX 184
Z
RIVER FALL-S, WI 54022
L
SURVEYOR:
D0L)G ZAHLER
C)
S & N LAND SURVEYING
X
2.920 ENLOE ST. SUITE 101
SCALE: 1" 100'
HUDSON, WI 54016
ry
5 100
X
LEGEND
.0
rOUND ALUMINIJM COUNTY
SECTION CORNER MONUMENT
1p %.
DO I J G I AS J.
7AH L E R
N4 2 A2 2'36 E10. 05'
0 SET I" OUTSIDF DIAMETER BY
18" LONG IRON PIPE, WEIGHING
S -2145
1-13 1-8!5. PER LINCAk FOOT
NO MONUMENT - COUNTY COORDINATE
Each parcetsliowri
of-7 thi--j map Js -,-ubjiP?el fn SfafP.
counry and
TowfTshop laws, r�xj�es and reqtj�ations (o e..
JL40USE
wrflal)CIS. fr3irlif"lifr) 101size. access Lie:}Parce� erc.)
Rf?fnri- developingany coipri-per
p2irchasin-y or parcol
thC Sf. CrOeX CO(Jr7ry C.0Mfn4J.FTJ'(+ &)VVe;r2prV?P,r)r Dept
a j7d th -• 7r,
.. of KI Firi is k enil le f0t a avic e
'rtje- propi-rry
depicrva ryf; r?)i-% mup curpraeris areas that
aate e htaraelll af nf
rictty.
ZnofoniCnogamf,
tot
0CfvrvtrhtJary
se ufobpneaucp
ftroiiccpiaSor
rnesDetnms appiy.
oclr
Dddiriol er uonaoctthermuni
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cSHED >
4wn
ti
Uri
A CCE55
EASEMENT ON
UNPLATTED LAND
5EPA RA TLE
DOCUMENT
SHOWN FOR
PV89 `5 9'2 6 "W APPROXOMA TE
22.77'
FISHING EASEMENT
REFERENCE
RIVER EOGE
DOC. NO. 322977
589054'13"E 182-09'
S89
S89"58'26"E
94.96'
9
4;4
F
r
i-
Lu
ISHED]
TOP OF IRON PIPE
ELEVATION 908.0
NA VD (88)
TJ CD
LOT 1
Fri
97,225 SQ- Fr.
2,002 ACRES
OHWfO 5ETBACK—X
Kn PRO POSEV
4;k
DRAINFIELD
I OCA rJON
100.00,
S89"39'24"W 272.12
S W CORNER
SEMON 30
U N P I A 11 E 1) 1 AN F)
DRAFTEI) BY: DOUG Z411LER PROJECT-. #7974-001 DATE: 6/3t2o, Revised 918/20
SHEET 1 OF 2
St, Croix County 1111899 Page I of
CERTIFIED SURVEY MAP
LOCATED IN PART OF THE NW1/4 OP THE SWI/4 OF SF- C-TION 30, T28N, RJ8W,
TOWN Or KINNICIK[NNIC-, 5T- C:ROIX COUNTY, WISCONSIN
PREPARED FOR:
ROL-LAN & C)ERORAH FULLER
PO BOX 184
RIVER FAU-S, WI 54022
SURVEYOR'S CERTIFICATE
&F
DOUG ZAHLER
S & N LAND SURVEYING
2920 ENLOF- ST. SUITE 101
HUDSON, WI 54016
1, Douglas J. Zahler, Professional Wisconsin: Land Surveyor, hereby certify that by the direction of Roll an and Deborah
Fuller, I have surveVed, divided and mapped a part of the Northwest Quarter of the Southwest Quarter of Section 30,
Township 28 North, Range 18 West, Town of Kin nickinnic, St. Croix County, Wisconsin; described as follows:
Commencing at the West Quarter corner of said Section 30; thence -i-along the west line of the Southwest Quarter of
said Section 30, 500105'47"W a distance of 685.56 feet; thence S89c54'13"-E a distance of 182-09 feet to the point of
beg -inning; thence 689'58*26"F a distance of 94.96 feet; thence S44057'()1-"E a distance of 117.65 feet; thence
S33049'39"'E a distance of 162.81 feet; thence 500"45'30"'E a distance of 168.19 feet; thence 589c'39'24"W adistance of
.r P
271.12 feet; thence N00'01'34"E a distance of 388.36 feet to the point of beginning. Containing 2.002 acres of land.
Subject to all ease menu,, restrictions and covenants of record.
I also certify that this Certified Survey Map is a -correct representation to scale of the exterior boundary surveyed and
described; that I have fully complied with the provisions of Chapter 236.34 of the Wisconsin Statutes and the
Subdivision regulations of St. Croix County and the Town of Kinnickinnic in SUrveying and mapping same.
Douglas J, Zahler, RLS 2145
Auth Consulting & Associates
2920 Enloe St. Suite 101
Hudson, W1 54016
(715) 386-200-7
dzahIer@)authr-onsuIting.r-orn
Approve
r Ili 11i ii''' 111�1
41:110walTo
J
COUNTY TREASURER'S CERTIFICATE
State of Wisconsin)
County of St. Croix)SS
091 0312020
Date
01F W/Sco
-P'r 00 LIG t AS J
7-AHLER
S-21 45
%W HLIDSONf
wl
lei
1, Denise Anderson, being the duly appointed, qualified and acting treasurer of St. Croix, County, do hereby
cer-tifV that the records in my office show no unredeemed tax sales and no unpaid taxes or special
assess ergs as of 04nzOaffecting the land included on this Certified Survey Map.
1;7
nis A e so DAe
oun T e urer
DF'-ZAF''T1'.�D BY, J')1")fyCF74111 1-1? PR(-')JC- CT # / 9 Z 4 001 I: -)A T F , M3120. Revised 9/8/2 0 SHEET 2 OF 2
S11. Croix CoLirty 1 I'l 1899 Flage 2of 2 .3 (-:-> c'o & (Q I
L
1111899
13ETH PABST'
REGISTER Of DEEDS
CERTIFIED SURVEY MAP ST. CROIX Co. W1
LOCATED M PART OF THE NW114 OF T"E SWI/4 0� SEC71014 -W, 7213N, qlm, IZECEIVED FOR RECG
ell,
TOWN OF KINNICKINNIC, S1. CROIX COUNTY, WISCONSIN 09 / 17/ 2020 X 1;44 AM
W114 CORIVER CERTIFIED SUA&EY MAP
Se ON 30 VOLUME:
r :!j RIEC FEE: 30.Z
O;E (- 1&2
PAGES; 2
c
An PREPARED F0R:
)hD pv-1
-ell /� 1100
�. -1 R01-tAN & DEOGRAH F
PO BOX I-R4
RIVER FALLSr VI 5402 2
LA
SURVEYOR:
Jor
)�i /r iE DGUG ZAHLER
S & N LAND SURVEWNG
�W-0 ENLO F ST- SUff E
SCALE: V = 1OD' H L1 D SOK W 154016
�0
50 0
x uc- wisc
LEGEND
FOUND ALUMiNUM COLFNTY 501,11GI AS J,
SECTION CORNER MONUME-,NT
0 SET 1`0UTSIDE DIAMETER BY S-2
N42 *22'36 -E 20.05' 13" LONG IRON PIPE, WEIGHING
1-13 185. PER LINEAR FOOT
x NO MONUMENT - COUNTY COORDINATE
IL-mch part 0 5 ljow rp oirp mix mmp is -siuL-,rcr ic; sm re,
County and lowips hpp (a ws. rafes a rtef reSuia rk)a s &
HOUSE WtllaffdS. fniniMVOT) ;Ot sir,-., d-C G ES 5 [0 p6FGR. C-f G.1
one St. cf0f.9 c-Denry Grimin Eftry IDeve-111ju fflenr Dope.
ti -a nd I h a Town of Kinnickinni c W a&vo'ce.
The prop effy depjcffkd orp this m2p rooUipsairais thar
Jfd SUbj 91C f Fri IhO ShOfOWT4 Gverfa y ZvoOng Jr]1-51rf cf,
arddelicrrA Fv,3 fir c ej urps appjy. c untac c th F? co Fn rT3 ions �fy
Dery ptopmerrf Depar(mer-rf for friatTer in roan-iriori
ACCESS
UNPLAT-TED [ANO
EASEMENT ON v C2 %0
6n SEPARATE
00CUMENT,
c; SNOWN FOR T,- N8!9'58'26-1V FUHINCY EASEMENT
Ln �PPROXIMATF
RErERENCE f DOC NO. 322977
S9911WIVE 11112-09'
94
4-96
Of
F
L %p
rop Or IRON PIRE"'F
El FVA T10 N 909- 0
y NA V0 (88)
LOT 1
87,2.15.�Q. FT JS
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2X02 ACRES
tA 4m GHWA4 SETIBACK—l'
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4, PROP
4&
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171.1
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S89Z' '39'24"W 27IL12'
sw CORNER
SECTION 30 U N P LATJ E [) L A iN[)
DRAFTIFID fly. T)01'G/A)1/`J;'R PR0-JFCT'*7974-001 0ATE'80120,RevisAd9!81Z0 SHEET I OF 2
S1 CoijnPr 1111899 Page I of 2
lllIS99
CERTIFIED SURVEY MAP
13ETH PABST
REGISTIER Or- DF-Eo!!;
LOCATED IN PART OF THE NWI/4 OF TKE SWI/4 OF SECTION 30, T28N, R1.8W,
ST- CROIX Co-, wx
RECEIVIED FOR RECORD
TOWN OF K(NMCKINNIC, ST. CROIX COUNTY, WSCONStN
09/ 17/ 2020 11-44 AM
W114 CORNER
SEMON 30
CERTIFIE0 SURVEY MAP
VOLUME:30
N rn
PAGE:6861
nq j
REC FEE. 30.01)
PAGES:2
C) ;?,pti
z 4 ry, Z
ftl
PREPARED FOR:
ItOLLAN & I)EIRORAII FULLER
PO 8OX 184
Ln ;0 en
tn
i%; L -%, 'vJI 540 2 2
SURVEYOR:
UOUG ZAHLM
5 & N LAND SURVEYING
2970 ENLOE
!SCALE: I 100d
ST. SUITE ID1
HUDSON, W1 54016
1co
LEGEND
.0", rh 0
FOUN�j ALUMINUM COUNTY
i/,
010 k . L P.
0 t1GLAS J- �i
SE( 71 JT4 CORNER MONL)MENT
u)
ZAHLER
0 SET Il OUTSIDE DIAMETER F)Y
JV42 Lz2'3J:w,05, I a" t ONG I-PON PIPE, WEIGHING
1.13 LBS, PER
IMEAR Fool
x NO M 0 NUM ENT C01JNTy COO NOINAT F
4,
\ IFS V01 parr eish ritw.�p on fh;.% mjp isu s hlect is S1.1 re,
100 Coun ry artd ,raw ashjD fA *:5. jry*s 42nd gtW4 tic), (i.e.
HOUSE w@J1A ring_ m inimm-m �o 9 sirip. jcc#&4 to pgrc1q. c Fc.)
Pu'Fch@slrP.g Of de've;*Plng WY Parcel con rice
Me S F. Ceolir Cq Unty COMMU4,fy LpeVg*)p 'MLon t 0#0,
orod thep Tumn of Kilmick)mic fw advige.
th" PrG;101ty d-~pieled on Clifs map C oil ri ins .01 w 5 Eho
L"'C'Slubjec t ro if" em ShoireftOrd QvCFfar Z90ing D0.5r(,rk1,,
addi'lion
-F1 ms ffictions 'apply. COM4a ft CD 07MPJMy
cn on • 0V velop
er. qnj Peparfmem for rufo?er +Pjfofn,A nioo I
r A ccrss-
E UNPLATTED LAND ASEMEN'r ON
tj
if
SEPARATt
DOMMENT.
SHOwly FOR
v] APPROXIMATE.--�
FISHING EASEMENT
43Z
%i RIVER
DOC. NU[ 322971
Is 1%
Qimm
I%
&
66
ISHEIA
4L 4
41
TOP OF IRON P
11:L
El EVA TION 909. 0
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9
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go
.7. 002 A CR ES
014WM -SE TBA CK
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go
pit opost V -
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,}RA W WID
IS
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1 rut rnowen S89 9`24 272, 2'