HomeMy WebLinkAbout004-1061-80-225St. Croix County Planning and Zoning
Detail Sanitary Information
Thursday, March 15, 2007 at 4:26:08 P,M
Page 1 of 1
Computer #: 004-1061-80-225 Sub/Plat: NA Section: 26
Parcel #: 26.28.15.415A30 Lot: 4 TN/RNG: T28N R15W
Municipality: Cady, Town of CSM: Vol. 21 Pg. 5285 1/4 1/4: NE 1/4 SE 1/4
Owner: Wilman, James 136 320th Street Wilson, WI 54027
State Permit: 499230 Issued: 10/31/2006 POWTS Dispersal: Mound 24" or more suitable soi Permit: New
County Permit: 0 Installed: 11/07/2006 POWTS Detail: NA Bedrooms: 3 WI Fund:
POWTS Pretreatment: NA
Notes
Issuer/Inspector As Built Plumber Other Requirements Additional Notes Monev Owed
Ryan Yarrington NA Myers, Lyle $0.00
Kevin Grabau eft; Yes
Maintenanec
Scheduled Pump Date Pumped 1st Notification 2nd Notification 3rd Notification
11 /7/2009
Parcel #: 004-1061-80-225 03/15/2007 04:25 PM
PAGE10F1
Alt. Parcel #: 26.28.15.415A-30 004 -TOWN OF CADY
Current X ST. CROIX COUNTY, WISCONSIN
Creation Date Historical Date Map # Sales Area Application # Permit # Permit Type
10/04/2006 00 0
Tax Address: Owner(s): O =Current Owner, C =Current Co-Owner
O -WILMAN, JAMES A & ASHLEY
JAMES A & ASHLEY WILMAN
136 230TH ST
WILSON WI 54027
Districts: SC =School SP =Special Property Address(es): * =Primary
Type Dist # Description
SC 5586 SPRING VALLEY
SP 0100 CHIP VALLEY VOTECH
Legal Description: Acres: 5.540 Plat: 5285-CSM 21-5285 004-06
SEC 26 T28N R15W PT NE SE FKA CSM Block/Condo Bldg: LOT 04
17-4520 LOT 2 (8.000AC) BEING CSM
21-5285 LOT 4 (5.54 AC) Tract(s): (Sec-Twn-Rng 40 1/4 160 1/4)
26-28N-15W NE SE
Notes: Parcel History:
Date Doc # Vol/Page Type
01 /23/2007 843078 QC
11 /03/2006 838115 QC
10/04/2006 835971 21/5285 CSM
12/27/2004 783332 2720/396A EZ-I
more...
7f1f17 CI IMMARV Bill #: Fair Market Value: Assessed with:
0
Valuations:
Description Class
Totals for 2007:
General Property
Woodland
Last Changed: 10/17/2006
Acres Land Improve Total State Reason
0.000 0 0 0
0.000 0 0
Lottery Credit: Claim Count: 0 Certification Date: Batch #:
Specials:
User Special Code
Category
Amount
Special Assessments Special Charges Delinquent Charges
Total 0.00 0.00 0.00
Wisconsin Department of Commerce PRIVATE SEWAGE SYSTEM
Safety and Building Division
• ~ ~ INSPECTION REPORT
GEi~IERA~ INFORMATION (ATTACH 1-O PERMIT}
Personal information you provide maybe used for secondary purposes [Privacy Law, s.1 ?.04 (11(m)J.
'ermit Holder's Name: City Village X Township
Wilman, James Cad ,Town of
:ST BM Elev: / Insp. BM Elev: BM Description:
r `
TANK INFORMATION
TYPE e ~ MANUFACT}~E~R ~,,.
~~ ~ /~ ~ J•KMi/'~7 ~~ CAPACITY
Septic
(EsS~2
~~~
Dosing
~,,6'~w r ~{
Aeration
Holding
1
TANK SETBACK IN FORMATI ON
TANK TO P!L WELL BLDG. Vent to Air Intake ROAD
Septic ~ I ~ / ` ,
' `/
7 ~ °
Dosing ` tt C
~ 4 'j I
I
Aeration
Holding
PUMPISIPHON INFORMATION
Manufacturer ~ Demand
~.CtC~' L4~1r1-nJ~- f GPM S
~ ~~ ~.
`~1~ Model Number ~'
~~~ TDH Lif Friction Loss System Head TDH / Ft
~sl l .~s ~ •S'0 I~ •`
Forcemain ILenglh ~ IDIa. , r 1 (Dist. to Well , _ ~
C(111 ARG(1RPTi[1N SVRTFM
County: St. CroiX
Sanitary Permit No
499230 0
ate Plan ID No
/33fo
arcel Tax No:
Section/Town/Range/Map No:
26.28.15.
ELEVATION DATA
STATION BS HI FS ELEV.
Benchmark
3 • ~
a3.w~
1 ~• ~
Alt. BM
Bldg. Sewer
SUHt fnfet
/ ~• ~~ ~~,,, ~~ /
SUHt Outlet /~
Dt Inlet /
/
Dt Bottom
/z.ao /
9/• 0
Header/Man. Q.~ •rp
Dist. Pipe Z• ~ ~ ~ ~~/
Bot. System ~, y-'0 /
99.90
n~ Wd`, ~~ ~ ~ ~Z r'1t'
~~
Cover ~ p r`St~/!:
"T
2•~ ~/•
~/ `SQ 9~. ~`
/ I Z' ~ S~ tit 1
BEDITRENCH
DIMENSIONS Width /
/ Length
/ No Of TraaeAes PIT DIMENSIONS No Of Pits Inside Dia i
S 7+ '
SETBACK SYSTEM TO P/L BLDG WELL LAKE/STREAM LEACHIN Manufacturer:
CHAMBE
INFORMATION Type Of System: 1 UNIT 1 el Number:
j Z ~ ~
1'IICTCIRI ITIf1N1 CVCTGM ! l~ .6n 1wv \
Header/Manifold M
Length 3.0~ Dia ~ ~ Distribution ~ rr ~
p
Length ~, Dia Spacing ~•~ x Hole Size //
/
' ° x Hole Spacing ,
/
20 ' `~ Vent to Air Intake
CMI f`P1\/FR .. o.,........,, c..~«.....~ n.. °., ..., nn.,°~.,.r nr A}.r:rarloa SvsYamc 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: ~ ~,;~~ Inspection #2: ~l•--"1-`
Location: 136 320th Street Unknown (NE 1/4 SE 1/4 26 T28N R15W) NA Lot 4 C~ v P cel No: 26.28.15.
T ~ ~,I~I~sI- cars .~I.ox,~~. ' `~ -- '"°"~'. ~e + s ;~' ~ ~ "9s
1.) Alt BM Description =S. fl~ ~ 1
2.) Bldg sewer length = ~ ? ~~.,~,
~j - amount of cover = ~ ~ ~, 1 ~~ _1~~ I1~ •
Plan revision Required? Yes No ~
/~~ ~. ,
Use other side for additional informat of n. / " ~U' d ~1 ~~ /
Date Irisepctor's Signature . No.
SBD-6710 (R.3/97)
' Safely std &ti~ings Dirrsion Comerys~ ®~~ ~
{ ` 201 w. Washitt`mn Ave.. P.O. Boz a t 62 (. C~
~~~~~~~ Madison. Wi S37Q? - %!62 Sanitary Perrnee Number tro be Rued m Dy Co 3 I
cam) zss-3lst ~`I 9'Z !
De artme+nt of Commerce
Sanitary Permit Application S~ PI>v- i. D. i~tuoeber
j33G 3~U
to aoeord wkh Conn E3.41. wi:_ Atm. Code. pevsooal ia(orm~foo you e
. may De used for secondary purp5svx Privacy Law, slS.bt(IX Pro,j/e~ct, Addre/ss ref differeeu dean maelmt address)
_.-__.e__ r_e_~.,~:.... _ bt.~. th:nr All inferm>atiere il/ /3l~ 3Zd ~ ~ 1
.. ~.f.t....._..__ _____------
I
Property Owner's Ma me - Puvxi I Block I
\
'JAS S Gc/ ~t,~ R~ ~ ~
i Property Owner's M aliret Address ~a~` tioet
i X34 32o th N~ ~~. S ~ Sl.svsmve 24
City. State Zip Cade Phom Number
(/l/l~..Se~ lt1 ~ S o 2 ? ?! - S-2~ ~`[r~~te~;on~e) '
T ~ t~. R /S E o~
II. T of f3uifrfiaP ( elf that BPPU') ~ Ok,/ ~ ~ ~+)JOM e ~~
-Number of 8edroorns /7~f~~ O 14. y` --
llin
D
t}
7 F Subdivision Name CSM Number
we
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{ t or '' /I
YO 528
I J PublccrCommercia{ -Describe Use _
/
~~
1 GVeEtate ~Towetship of c
GCit)
G
.n.1 State Owned -Describe Use ~n a' _
III. 'type of Permit: (C heck otaly ~e box on Ifae A. Compktrr line I3 if apglicabte}
A' ~Nevr System 0 Replacement System ^ TrrsmeeretfHoldiot Tank Replaeecceer:: Q-:y G Odor Modcf~aecoet w F.zistmt System
i B. ` ::, Permu Renewal Q Permit Reruion Q Cltartgr of ^ Permcc T-a2s.`c .o `:e~•
moist Previous Permit il'ttvtrber and Daft Issutd ~
I ~ Before F.:piration Plumbs Owner
rv Tvrs. of PA'NV'i'S !4vrtem: tChtck all"that apply) fl
G Non -PrrxAerimd In-Grourd ,,tSMound ? ~ in. of suiabk soil ^ Mouad < 2a :a of s:ecea~!e so_. rJ At-Grade _ Sintle Pass Sand Filter
..r Constructed 1Vedand :i Pr~surrred in-Groused :..i Hoklint Tank G Peat Filte: ._ :?e- .5cr "'-eacmen[ tJncc ,.: Renreulatent SaM F/el[e~~
j u Reeireuiarutg Syrethetie Medea Filter (~ I.eaehina Chamber G Drip Line G Graves-!as P:ie ~ Odtu iatPlunE ~~~ (p 1
c/ T:~-..-..fT-_..~...~..! •rrs iwf~.~f9ffAff
Design Flow (gpd) Des+~tt Soil APPtiat~n Rat~ds~ DuPcts>! Mn itetNirM fsf± Dupcrsaf .~:ea P fsfi `System Eieratwn ~
~ VI. Tank Info Capacity in
Galk>te Toni
Galkurs Neemtea
of Units Manufuturcr Pref:b Sete ~ Steil ~ Fiber Plaslet
~ _acurexc ~ Constntctcd ;Glaze ~ 1
~ Net
Tanks tbcist~
Tasks i ~ / ~ ~ ',
IQ' J~
Scpeic or HOIOic-~ TanE: / /~• Gi,~~~E~,,1 , ~ ~---:
_, .-~
Aerobic Treatmda Urot 1 ! i
-
Dosint Clamber ~ I
r
VII. Responsibility Stattertent- 1, the dersi¢ed, assetate res ilitr Ru iattallatcon uC thr POD?-t5 shoNn on the attached plans- ;
Plumber's tea tree (Privet) rnber's Si tore MPtMPRS ~umbe: ~ Busentxs Phone Number ,
~cr~~-l/. /yl i~6~S . _ ?-lO ? ~~5 ~ ?is - l0¢3^2520
S'
.=. ~ Sartitary Permit Fee iaehtdes Grou:ed+ate: :`a:e s [ssu tent S re o Stlart[
:roved Surdearte Fee) ~ '
650 ~ ~ /D 3/ '
Given lteasoia '
IJC. Conditions of Approval/Resmrts for Disapproval 3) Lov~~~-~a.n"S i ~ cS~t,.l-¢~ fcoo,ll. P~Y-~ ~u~-- ~ ~- I
SYST6AA t~iMNlLff: ~ i
j 1. Septic tank, effluent tiller and ~~' ~ ~ `~~ s ~~~^^• ~', I
i
• dispersal cell must all be serv!~es /maintained
as per management plan provided by plumber. r
~ 2. Ail tretback requirements must be maintained
as par applicatsle code /ordinances; ,
Atnel, rwmptere plaet Rs site Comuy adT) tar the system oa Daper ~c -cn :hen a E 2 : 11 iet>ros in size
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SCOr~$~,/~ SOIL EVALUATION REPORT #23
L~epi3rtment of Commeroe in accordance with Comm 85, Wis. Adm. Code Page 1 of 3
Ili~iicinn of R~fafv and RniWinnc ~ Northland Plumbing, InC.
County
Attach complete site plan on paper not less than 8'/z x 11 inc e. n must
' St. Croix
io nd
include, but not limited to: vertical and horizontal refers oint ( d
Parcel I
D
percent slope, scale or dimensions, north arrow, and locat d dista o t road. .
.
Please print all information.
04
1
P
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L
f
d Reviewed By Date
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(
) (m)).
ary purposes (
r
vacy
aw, s.
or secon
Personal information you provide may be used j
7
Property Owner ~ ~ ~ ~ i ~ ~ Pr perty Location
James Wilman G .Lot NE1/4, SE1 , S26, T28N, R15W
Property Owner's Mailing Address Lo # Blodc JI Subd. Name or CSM#
13s 32otn street J U L 0 6 20 06
City State Zip Code Phone Number City ~ vp~ ®T~ Nearest Road
ST. CROIX COUNTY
Wilson WI 027 715-495-2345 Cady 320Th Street
® New Construction Use: ®Residential /Number of bedrooms 3 Code derived design flow rate 450 GPD
^ Replacement ^ Public or commercial -Describe:
Parent material Sandstone Flood plain elevation, if applicable fl.
General comments Mound site. Use 98.90' contour of system.
and recommendations: `~-
1 ^ Boring
Boring # ®Pit Ground surface elev. 99.64 ft. Depth to limiting factor 40 ? in_ Soil Application Rate
Horizon Depth Dominant Color Redox Description Texture Structure Consisten Boundary Roots GP D~
in. Munsell Qu. Sz. Cont. Color Gr. Sz. Sh. =Etrs1 'EBt2
1 0-6 10YR5/3 sl 3sbk mvfr cs 3f .6 1.0
2 6-27 10YR6/3 sl 2sbk mfr cs if .6 1.0
3 27-40 10YR6/4 s Osg ml cs .7 1.6
4 40-88 10YR7/3 fs Om mfi cs .5 1.0
^
2 ~ ^ Boring
Bori # ®Pit Ground surface elev. 98.90 ft. Depth to limiting factor 34 ", in. Soil Application Rate
Horizon Depth Dominant Color Redox Description Texture Structure Consisten Boundary Roots GP D/Fl=
in. Munsell Qu. Sz Cont. Color Gr. Sz Sh. 'F~t •EtFrR2
1 0-9 10YR5/3 sl 3sbk mvfr a 3f .6 1.0
2 9-24 10YR6/3 sl 2sbk mfr cs 1f .6 1.0
3 24-34 10YR6/4 s Osg ml cs .7 1.6
4 34-51 10YR6/6 10YR6/8 fip spot fs Osg mfi cs .5 1.0
5 51-64 10YR7/3 10YR6/8 fip spot fs Om mfi cs .5 1.0
• Jl.l _ A111'9 ..fA ~-A .J T[•G• i 7A ~...A
r=uwCm n• i = cvv5~ ov ~ ca uiyi~ anu I JJ Gov ~ wv rnyi~ uuuarn +rc - ovv5 _av inyi~ any ~ ~.~ _.a~ myi~
CST Name (Please Print) Signat CST Number
Michael J. Myers 267985
Address Northland Plumbing, Inc. Date Evaluation Conducted, :Telephone Number
E 1556 State Rd 64 Boyceville, WI 54725 7/4/06 ~~~ ~~^ ~'~6 ~r,_
SBD-8330 (807/00)
x
{
Properly Owner James Wilman
Parcel ID #
page 2 of 3 ,
3
Boring # ^ Boring
P8 Ground surface elev. 97.76 ft. Depth to limiting factor 31 in.
® Soil Application Rate
Horizon Depth Dominant Color Redox Description Texture Strua. Consistence Boundary Roots GP D/ft=
in. Munsell Qu. Sz. Corrt. Cobr C3r~''&t.`'~h. 'Efts, 'Eft#2
1 0-8 10YR5/3 sl..-- ~ 3~blr ~ mvfr cs 3f .6 1.0
2 8-23 10YR6/3 sl - " ~ 2sbk mfr rs if .6 1.0
3 23-31 10YR6/4 sil 3sbk mfr rs if .6 .8
4 31-34 10YR5/4 10YR6/8 fip spot sid 2sbk mfr cs if .4 .6
5 34-38 10YR5/6 10YR6/8 fip spat sid 2sbk mfr cs .4 .6
6 38-60 10YR8/1 fs Om mfi cs .5 1.0
* Effluent #1 = BODS> 30 <_ 220 mglL and TSS >30 < 150 nfglL * Effluent #2 = BODS < 30 mglL and TSS <30 mglL
The Department of Commerce is an equal opportunity service provider and employer. If you-need assistance to .access services or
need material in an alternate format, please contact the department at 608-266-3151'or TTY 608-264-8777.
Property owner James Wilman Paroel ID # Page 2 of 3
3
Boring # ^ Boring /
®Pit Ground surface elev. 97.76 ft. Depth to limiting factor 31 / m• Soil Application Rate
Horizon Depth Dominant Color Redox Description Texture ~ru Consistence Boundary Roots GPD/ft2
in. Munsell Qu. Sz. Corrt. Color ~~ h 'Eif#t 'Efl#2
1 0-8 10YR5/3 .:, sl„ rw~ '~~r~ , 3 ~* mvfr cs 3f .6 1.0
2
8-23
10YR6/3
sl~.<=a~ ~_~~~'
2sbk
mfr
cs
if
.6
1.0
3 23-31 10YR6/4 sil 3sbk mfr cs if .6 .8
4 31-34 10YR5/4 10YR6/8 fip spot sid 2sbk mfr cs if .4 .6
5 34-38 10YR5/6 10YR6/8 fip spot sid 2sbk mfr cs .4 .6
6 38-60 10YR8/1 fs Om mfi cs .5 1.0
' Effluent #1 = BODS> 30 < 220 mg/L and TSS >30 < 150 mg/L 'Effluent #2 = BODS < 30 mg/L and TSS <30 mglL
The Department of Commerce is an equal opportunity service provider and employer. If you need assistance to access services or
need material in an alternate format, please contact the department at 608-266-3151 ~or TTY 608-264-8777.
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FILTER
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BAFFLE
TOP VIEW
SCALE: 1 /4" = 1'
4" VEN T
in
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INLET _ ~~~ _ ~ OUTLET
~ - co _
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3" PAD
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SCALE: 1 /4" = 1'
WLP1000/650-MR
TANK SPECIFICATIONS
DIMENSIONS:
WALL: 3"
BOTTOM: 3"
COVER: 5"
MANHOLE: 24" I.D.
HEIGHT: 54-1 /2" O.D.
LENGTH: 146" O.D.
WIDTH: 84" O.D.
BELOW INLET: 43" O.D.
LIQUID LEVEL: 38"
WEIGHT: 14,940 LBS.
INLET AND OUTLET:
4" CAST-A-SEAL BOOT OR EQUAL
INLET AND OUTLET BAFFLE AND FILTER:
WISCONSIN, SEE DETAIL #10
(OTHER STATES SEE CHART)
LIQUID CAPACITY: 26.32 GAL/IN (SEPTIC)
17.00 GAL/IN (PUMP)
LOADING DESIGN: 8' 0" UNSATURATED SOIL
MN TANKS:
WILL HAVE ONE VENT OVER OUTLET
AND WILL HAVE TWO VENTS iN COVER OVER INLET
TANK CAN BE USED AS:
SEPTIC/SEPTIC, SEPTIC/PUMP
OR SEPTIC/SIPHON
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CUSTOMIZED TANKS: """'
TANKS CAN BE CUSTOMIZED CONTACT WIESER CONCRETE O ~I
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TANKS ARE MANUFACTURED TO MEET OR EXCEED ASTM C-1227 REQUIREMENTS / Q
commerce.wi.gov
isconsin
Department of Commerce
Safety and Buildings
141 NW BARSTOW ST FL 4TH
WAUKESHA WI 53188-3789
TDD #: (608) 264-8777
www.commerce.wi.gov/sb/
vrww.wisconsin.gov
Jim Doyle, Governor
Mary P. Burke, Secretary
October 26, 2006
CUST ID No. 267985
MICHAEL J MYERS
2943 130TH AVE
GLENWOOD CITY WI 54013
ATTN.• POWTS Inspector
ZONING OFFICE
ST CROIX COUNTY SPIA
1101 CARMICHAEL RD
HUDSON WI 54016
CONDITIONAL APPROVAL
PLAN APPROVAL EXPIRES: 10/26/2008
SITE:
James Wilman
136 320TH Street
Town of Cady, 54027
St Croix County
NE1/4, SE1/4, 526, T28N, R15W
Identification Numbers
Transaction ID No. 1336340
Site ID No. 719814
Please refer to both identification numbers,
above, in all corres ondence with the a enc .
FOR:
Description: Mound, 3 bedroom
Object Type: POWTS Component Manual Regulated Object ID No.: 1103967
Maintenance required; 450 GPD Flow rate; 31 in Soil minimum depth to limiting factor from original grade; System(s):
Mound Component Manual -Version 2.0, SBD-10691-P (N.O1/O1), Pressure Distribution Component Manual -Version
2.0, SBD-10706-P (N.O1/O1)
The submittal described above has been reviewed for conformance with applicable Wisconsin Adrninistrative 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 the component manual(s) referenced above.
The owner, as defined in chapter 101.01(10), 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,
stats.
The following conditions shall be met during construction or installation and prior to occupancy or use:
This system is to be constructed and located in accordance with the enclosed approved plans and with the "Mound
Component Manual for Private Onsite Wastewater Systems VERSION 2.0" SBD-10691-P (N.O1/O1) and the
"Pressure Distribution Component Manual for Private Onsite Wastewater Treatment Systems VERSION 2.0" SBD-
In the event this soil absorption system or any of its component parts malfunctions so as to create a health hazard, the
property owner must follow the contingency plan as described in the approved plans. In addition, the owner must
comply with the operation, maintenance and monitoring duties as described in section VIII of the mound component
manual. A copy of this information must be given to the owner upon completion of the project. ~ .: ' ~~
All holding/treatment tanks are to comply with Comm. 84.25(7)(a).
~~
Maintenance information must be given to the owner of the tank explaining that periodic cleaning of the'~filter is
required. Access to the filter for cleaning must be provided per Comm 84 product approval c(iricti~tians.
~:, ~f
A Sanitary Permit must be obtained from the county where this project is located in accordance with the
requirements of Sec. 145.135 and 145.19, Wis. Stats.
MICHAEL J MYERS Page 2 10/26/2006
Inspection of the private sewage system installation is required. Arrangements for inspection shall be made with the
designated county official in accordance with the provisions of Sec. 145.20(2)(d), Wis. Stats.
A copy of the approved plans, specifications and this letter shall be on-site during construction and open to
inspection by authorized representatives of the Department, which may include local inspectors. All permits
required by the state or the local municipality shall be obtained prior to commencement of
construction/installation/operation.
Owner Responsibilities:
• Comm 83.52 Responsibilities. The owner of a POWTS shall be responsible for ensuring that the operation and
maintenance of the POWTS occurs in accordance with this chapter and the approved management plan under s.
Comm 83.54(1).
• Comm 83.52(2) A POWTS that is not maintained in accordance with the approved management plan or as
required under s. Comm 83.54(4) shall be considered a human health hazard.
• Comm 83.55 The owner is responsible for submitting a maintenance verification report acceptable to the county
for maintenance tracking purposes. Reports shall be submitted at intervals appropriate for the component(s)
utilized in the POWTS.
In granting this approval the Division of Safety & Buildings reserves the right to require changes or additions should
conditions arise making them necessary for code compliance. As per state stats 101.12(2), nothing in this review
shall relieve the designer of the responsibility for designing a safe building, structure, or component.
Inquiries concerning this correspondence maybe made to me at the telephone number listed below, or at the address
on this letterhead.
The above left addressee shall provide a copy of this letter to the owner and any others who are responsible for the
installation, operation or maintenance of the POWTS.
Sincerely,
Julia Lewis-Osborne
POWTS Reviewer 2 ,Integrated Services
(262).548-8638, Fax: (262) 548-8614
julia.lewis@wisconsin.gov
Fee Required $ 175.00
Fee Received $ 175.00
Balance Due $ 0.00
WiSMART code: 7633
Mound System
Project Name:
Owner's Name
Owners Address
Legal Description
Township
County
Subdivision
Cover Page ~, d r;
WI~~R nonaeEr~
Wilman-Mound
James Wilman
136 320th Street
Wilson, WI 54027
NE ~ +/., SE ~ /. Sec 26 T 28 N, R 15 W ~
Cady
Saint Gotx ~
NIA REC~I~~FD
Lot# NIA
ParceIID# Pending
Table of Contents
Pg•
1 Cover page
2 Mound Sizing Calculations
3 Pressure Distribution Layout and Dynamics
4 Dose Tank
5 Management and Contingency Plan
6 Plot Map -
total # of pages: 6
Ot. i ~ $ 'tD06
SAFELY ~ ~ui~~l
Designer Name: Mtct~REL lylytr,eS
MP/License #: E.D.# 24-T~$5'
Date: /a/~r< j~ !,
Ph. #: 715 432520
Signature:
Mound System Design Methods Used
per "Mound Component Manual For Private Ons6e Wastevvatar Treabne~t Systems" (Version 2.0} S8D-10691-P (N.01/01)
r
per "Pressure Distribution Component manual for Private Orraite Waatevwlter Treatment Systems" (Version 2.0) SBD-10706-P (N 01/01)
3bAd~riserrrerrt N12488 2201h St, BoyCeville, WI 54725 Ph: 715-6436068 emaR:
x~Wrr-,_
Mound System p~ z ~ s
' Mound Sizing Calculations
Project Name: Wilman-Mound
Site Conditions
Project Type: 1 or 2 Family Dwelling ~
°~ Slope: 3
# of Bedrooms: 3
Depth to limiting factor: 31 in.
Absorbtion rate of fill material: 1 gaUft2lday
Absorbtion rate of in-situ soil: 0.6 gal/ft~/day
Effluent quality Eff#1 ~
Max BOD effluent value: 220 mg/I
Max TSS effluent value: 150 mgR
rbservation Pipes
Z-~-I
~t K-a Distribution Celt
B ILK
I Tilled ArealFll Material
J
6.0 in.
8.2 in.
9.5 in.
6 in.
12 in.
7.2 ft.
89.4 ft.
5.0 ft.
6.6 ft.
17.6 ft.
Design of the Distribution Cell Basal Area
System Design Flow: 450.0 gal/day Basal area required: 750 ftz
Distribution cell width (A): 6.00 ft Basal area available: 945 ftz
Distribution cell length (B): 75.0 ft
Area of Distribution Celt: 450.0 ft2 Observation Pipes
Contour Elevation of Mound: 98.90 ft Location from end of cell (~: 12.5 ft
System Elevation of Mound: 99.40 ft
Final Grade of Mound: 101.19 ft
Mound Plan View
L
Mound Cross Section
Final Grade
Synthetic Fabric
Distribution Cell
f
System Elevation ~n ~ ;
d
Cover Material Cetera
Fill Material Imrert
Slope
Design of Entire Fitt
Cell depth at upslope edge (D):
Cell depth at downslope edge (E):
Distribution cell depth (F):
Cover thickness over edge (G):
Cover thickness over center (H):
End slope width (K):
Fill length (L):
Upslope width (J):
Downslope width (Toe) (I):
Fill Width (VV):
Observation Pipe
~ G
~~`a• F
1
3
Tilled Area
~`~-Forcemain System
Contour
Notes:
Fill material to consist of A~STM C33 Sand
Distributan cell aggregate to fly with Comm 84.30(6)(1)
Synthetic Fabric covering on cell per Comrn 84.30(6)(8)
Distribution Cell to have minimum 6" aggregate below lateral and 2" above.
Mound System
Pa®e 3 of 6
Pressure Qistributian Calculations
Project Name: Wilman-Mound
Lateral Layout
Lateral elevation: 99.9 ft
Rows of Laterals: 2 •
Manifold type: End •
Orifice diameter: 0.25 • In.
# of Laterals: 2
Distal Pressure: 5 ~
Lateral Length: 74 ~
Orifice Spacing/Distribution
Orifice spacing (X): 20.65 Inches
Orifices per lateral: 0
Avg. ftztOrifice: 5.11 ftz
Lateral/Manifold Design
Lateral diameter: i~ ~ tn.
Lateral spacing (S): L_~ft
Lateral to cell edge: 1.5 ft
Lateral discharge rate: 18.12 gpm
System discharge rate: 36.25 gpm
Manifold diameter: ~ • In.
Manifold length: 3 ft
Forcemain Friction Loss
Forcemain length: 80 ft
Forcemain diameter: 2 • In.
Friction loss in forcemain: 2.201 ft
Lateral Side View
Manifold
Lateral
x x x x x
Lateral Length
Lateral Plan View
-- Lateral Lergth ` ~
~ Tutn•up wlbaN valve or cleanauk pMug-y*
Orifices on bottom of
lateral equally spaced
P~JC laterals and forcemain to comply with
specifications per Comm 84.30(2J[e)
Forcemain connection via tee or cross to manifold at any paint
Clean Out Detail
Gean-out plug
Grade I-or ball valve
Observation Pipes
Sprinkler
Box
Long Sweep 90
oriwo -05's-~_
6" Minimu~
ice"
JJater tight cap
or plug
Notes E~oset Coiar
may be used ~
dace of 31B" bar
'~-318" Bar
ST CROIX COUN'rI'
SEPTIC TANK MAINTENANCE AGREEMENT
n AND
OWNERSHIP CERTIFICATION FORM
OwnerBuyer ..J~/~E ~ ~/~~~
Mailing Address ~•~~ ~~~' 3' ~-E'G- c.S' 5427
Property Address /3
3 Zo~`~
cs~~/ ,_Gv / S~Q z
(Verification required from Planning Department for new
City/State /.I~iGS'a~ 6t/, Pazcel Identification Number DoS~" w~~ ~a ~ 22S
LEGAL DESCRIPTION
Property Location N~ `/., SE '/., Sec. ~~, T ~'8N-R /S W, Town of ~A~ y
Subdivision -~ __ .Lot # ~
Certified Survey Map # $~5~7/ ,Volume ~--~ ,Page # .5'z8S
Warranty Deed # ~~ 93 d 2 ,Volume 2 ~ 7, ,Page # '`F~ ~
Spec house ^ yes ~ no Lot lines identifiable~es ^ no
SYSTEM MAINTENANCE ,
Improper use and maintenance ofyour septic system could result in its premature failure to handle wastes. Proper maintenance
consists of pumping out the septic tank every three years or sooner, if needed by a licensed pumper. What you put into the system
can affect the function of the septic tank as a treatment stage in the waste disposal system.
The property owner agrees to submit to St. Croix Zoning Department a certification fom~, signed by the owner and by a
master plumber, journeyman plumber, restricted plumber or a licensed pumper verifying that (1) the on-site wastewaterdisposal system
is in proper operating condition and/or (2) after inspection and pumping (if necessary), the septic tank is less than 1/3 full of sludge.
Uwe, the undersigned have read the above requirements and agree to maintain the private sewage disposal system with the standazds
set forth, herein, as set by the Department of Commerce and the Department of Natural Resources, State of Wisconsin. Certification
stating that your septic system has been maintained must be completed and returned to the St. Croix County Zoning Office within 30
days of the three year expiration date.
~ /a i~~i ~
SIG OF APPLICANT DATE
OWNER CERTIFICATION
I (we) certify that all statements on this form are true to the best of my (our) knowledge. I (we) am (are) the owner(s) of
the property described above, by virtue of a warranty deed recorded in Register of Deeds Office.
X lx l U ~ ~~ s
S NATURE OF APPLICANT DATE
««««««
. ««««« Any Formation that is mis-represented may result in the sanitary permit being revoked by the Zoning Department.
«« Include with this application: a stamped warranty dead from the Register of Deeds office
a copy of the certified shrvcy map if reference is made is the warranty dced
U 2 y 7 5 P 'i 0 1 74~~~2 ,t
KATNLEEI~) H. IiALSN
REGISTER OF DEEDS
ST. GRDI3t CO. , MI
DOCUMENT NO. WARRANTY DEED RECEIVED FOR RECORD
12/17/2003 08:00AM
MARRAHTY DEED
This Deed, made between Duane F. Witman, a single person, EXEMDT #
REC FEE - 11.00
Grantor, and Eugene J. Witman and Jacquelynn J. Witman, husband TRANS FEE: 60. 00
COPY FEE:
and wife, and James Witman, a single person, as tenants in CC FEE:
PAGES: 1
common ,Grantee,
WITNESSETH, That the said Grantor, for a valuable consideration
conveys to Grantee the following described real estate in St. Croix
County, State of Wisconsin:
RETURN TO:
Loberg Law Office
359 West Main St.
Ellsworth. W 1 54011
Tax Parcel No:
004-1061-80-000
Lot Two (2) of Certified Survey Map, recorded in Vol. 17 of C.S.M., pg. 4520, as Doc. No. 721972,
being a part of the Northeast Quarter of the Southeast Quarter (NE'/./SE'/.) of Section Twenty Six (26),
Township Twenty Eight (28) North, Range Fifteen (15) West.
DOT Approval No. 55-29-3687-2003
This iS homestead property.
Together with all and singular the hereditaments and appurtenances thereunto belonging;
And Grantors warrants that the title is good, indefeasible in fee simple and free and clear of
encumbrances except and will warrant and defend the same.
Dated this ~ day of ~At3elfet ~'~, 2003.
(SEAL) ~!`~~ EAL)
Duane F. Witman
(SEAL)
AUTHENTICATION
Signature(s)
authenticated this ~ day of ,
20
TITLE: MEMBER STATE BAR OF WISCONSIN
(If not,
authorized by §706.06, Wis. Stats.)
THlS INSTRUMENT WAS DRAFTED BY
LOBERG LAW OFFICE
Robert L. Loberg
(Signatures may be authenticated or
acknowledged. Both are not necessary) kh/jb
ACKNOWLEDGMENT
(SEAL)
STATE OF WISCONSIN }
} ss. ~,
COUNTY OF PIERCE }
Personally came before me this S day
of f4aar~stjc~07' , 20 03 the above
named Duane F. Witman
to me known to be the persons who executed
the foregoing instrument and ck wledge the
same.
5
~--
4 ~
Notary Public ~.ti.1County, Wis. My
Commission is permanent. (If not, state
expiration date: Iv - a..~ , 200`
wry ~ of Wl4txxtsk+
gC-SLl1oo 1
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Co
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