HomeMy WebLinkAbout024-1019-60-100
V✓isccnsin Department of Conunerw PRIVATE SEWAGE SYSTEM e>wly St. Croix
Safety ana Hui di-9 Division
INSPECTION REPORT 51-aan, Permit No
GENERAL INFORMATION (ATTACH TO PERMIT) State Plan ID No 606966
Pe'sonal irlortnat pr ."i provide may oe usea'o• seCO-dary pu•poses'Privacy Lan, s 15 oa tiI;imil 111802320-C
Perin t Holdefs Name City Village Tw: rsh p PateeI Tax No.
Jarnes Walen TOWN OF PLEASANT VALLEY 024-1019-60-100
CST 3r,~ Llev 1 I•up BM Elev FiV Desatpl on. SerlanTaxn+Ra~geDAap No
/oa M 1 GST- 16.28.17.1096
TANK INFORMATION ELEVATION DATA
TYPE MANUFACTURER r"~S CAPACITY STATION BS HI FS ELEV
Septic 'z'ex 2. go Benchmark
F F•IL - V /aoD o f0 5
Dosing 4f AIIM IA$ ~P
7.0
co" a
Aeration Bldg. c•Na
F,•It+,- G.; Ce,~-; tea.
Holding SVHI In et 9 -7 5 S 3
TANK SETBACK INFORMATION Suns Oauet
TANK TO PiL WELL BLDG. `✓e to Ai' Intake ROAD Dt Inlet
,A-II Eck-
Septic c >50 56/ 123 - DI Bottom /3.7 `1/.3
Dos rg , y , r HeadeuMar•
7 5D 90 12.3 /32 3-Z 161. SS ~
Aerator Dist Pipe 3-7- 161, '9
Hold rg C Bot. System
- . 9 3
o
PUMPISIPHON INFORMATION Final Grade z ' Z- /6 z $ t
Manufacturer Demand St Cover
J-.~r 6ef GPM~/ /d~ Z
Mc-el Numcer
ZO~ G.~r1tTJJr 7
TDH IL L ft Frict on Loss
System -lead -DH. F{
I 3.
Forcemain 1 Length Dia ,1 ei,.:c'."fell
76 z 96
l
SOIL ABSORPTION SYSTEM
BEDfTRENCH dth / Lengtr Nc Cl Iron PIT DIMENSIONS No 0' Pns Insice Dia. L gu d flepl'i
DIMENSIONS Q G 7 C
SETBACK SYS [EM TO J PiL BLDG WELL LAKE,'STREAh4 LEACHING ldanufad~rer.
INFORMATION CHAMBER OR
TYFe O'.Syste^• 'I / `8• ~ IA-- UNIT vlcde N:.mher. \
o r.. 7
DISTRIBUTION SYSTEM
He=denLAani`cd ♦f Csir.hul on Z ,1 / xHrc Si7e3 r) .Hole Spacng / VePoA.rlr ke
/ Ptpgs1 Z `~~JJ
lengt.- -_Oia Z laregtn 5'4 Uia Z s_aa^;t
SOIL COVER x Pressure Systems Only xx Mound Or At-Grad# Systems Only
Depr. Over OcpFt Over xx Depth of xz ^ucededlSOUtleC xx hAu chec.
Bed~Trench Cen:e' Bv---er:-r Feges fop6Ci t (x{-. - -
7 / Yes NC Yes VC
COMMENTS: Incluce code dIS-eP0VCoS. Prscns present, etc j Inspect on #1. y/jLolJ /g Inspection #2.
Location: 342 CTY RD T O I SYu1~w i•,/s¢.el~'I y, ~ +A, ,j
r16'
1.) Alt 810 Descr~ptcn - 6a J I 1 , plea of
21 Bldg sewer length - gq r- 3q Cju e~F- ok- 8 f
= /f n6/ l^a 4-o c-✓ 6,\,
- amount of cover
7 c/2. o n okXQ-- '„C ~f a ncQ'~ cQ CkVC -~11=~ ~~~~1111
Plan revision Required? Yes No
Use otner side'or additional information.
:)ale Insepc 's S'q-w-'V
SBD E.ic tR ar4't
S s f afic F3jldings L'Avi~*-x
p ew
201 W *Vtjasn;ngton Ave., P. D aox 7162
N.aooe, :t. L" L!-'i M.
6 CT
TJr T I
6TAL
lnd~-ru)it Applic I
1. Ap I ti I f Pimsctrint All Information
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421
%II.Responsibiffir, intern 1. iW oxid,nipiied, f UJI.C 0 Of th, SbOW, On tbe 9tt2Ched ptaxx~
F I ' Name fpTim, fi4'imi~ item Nurnlxq
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SV~,ICf T) PLOT PLAN
PROJECT Jim Walen ADDRESS 342 Ctv Rd T Baldwin Wi 54002
NE Ii 4 SE 1/41S 16 T' 28 NIR '7 NN7 rowN Pleasant Valley COUNTY ST. CROIX
sysTEM ELEVATION 100.6' 1.8'sand lift! DATE 11:'2!18 BEDROOM 3
CONVENTIONAL. A'1'-GRADE CONVENTIONAL LIFT HOLDING TANK
MOUND M SEPTIC TANK SIZE 1 O00 gallons LIFE' 'I:ANK SIZE DOSE TANK st/£ 630
HOLDING TANK SIZE LOAD RA'Z'E 1.0 &BSORPT'ION' AREA 456 # of chambers none
BENCRNEARIK V.R.P. Top of 1" p,pe ASSUME ELEVATION too' Filter Lifetime Filter
LJ BOREHOLE C WELL iOH.R.P, same as benchmark
Cty Rd T
xisting 3
Badroom
House
i Old tank is to be
pumped and buried
Well
99.5' B- i nn ~I
98.8' yl W eoo E-a toy N
SC %J
97.5 Huflcutt Combo Tank
B-2
B-3 °s Slope
B.M. i
Overflow
Area 15' bulow grate is
to remain undisturbed
Grading is to done to 3
20C' divert run-off away
from system
Scale = 1/4" = 10'
-d Property Line 200'
DIVISION Or INDUS IRY SCRVICES
2331 SAN LUIS PL
GREEN HAY WI 54304.5211
Yr' Contact Throuyp 11 Relay
S P ' i http:iidsps.w.gov;programsnnduslry -services
S w svscensin-gov
~q r
p\~ Scott Walker, Governor
Laura Guti6rrez, Secretary
\ovcmber b, 2018
('ONDI'I ZONAL APPROVAL
PLAN APPROVAL EXPIRES: 2020-I1-06
Plan Rcvicw: 11WTS-1118(123211-C
SHMIN R BIRD
1132 120111 ST
\[W RK]INIOND W15:101?
SI-rE:
Jim Walen
142 Ctv Rd 'I
Saint Croix County
Town Of Pleasant Valley
FOR:
Object T ypo .\loun(l('nnlponcnt \1;mui11 Vcr. ?.II, SBI)-106591-P
INA1!01. R 10!1?)
I)esrrinrion: 450 GPI)
btaitenance Required
I he suhniiual described above ha, been reviewed Ihr conturntance will, applicable Wisconsin Administralive (odes
and Wisconsin Staint" The submittal has been CONDFI ION \1 LI' APPROUD- I'his system is to be
can;u'ucted and located in accordance with the enclosed approved plans and with any component manual(s)
relirenced 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.14>.06,
stars.
*1 lie following, conditions shall be met during construction or installation and prior to occupancy or use:
• Preserve dispersal area prior and during construction In avoid disturbance, compaction and use of the site.
• Any tall grasses, leaves and shrubs shall be cot short and removed prior to tilling the surface for installation to
prevent nlattin, under the dispersal area. All loose organic material to be removed from mound area.
• Prior to construction of the dispersal area check the moisture content of the soil to a depth of 8 inches.
Smearing and compacting ofwct soil will result in reducing the infiltration capacity of tie :oil. Proper soil
ninkfure content ::an be determined by rolling a soil sample between the hands. If it rolls into a T4- inch wire
the site is too wet to prepare. If it crumbles. site prepm'ation can proceed. If the site is too wet to prepare. do not
proceed until it dries.
• Abandon Existing System per SPS 383.33
• Pump II t t lie set li nl oiled p'r apps axed plan 4nv changes may result in point) I esizing to meet
IUII and GPM Silt cifications.
• Divert surface water from POWTS Area.
• All piping shall conhxnl to SPS *1 ablc ;84. W-3 and SPS fable 38.1.311-s
• Insulate building sewer hcyond ill feet per SI'S 382.30 1111(c)
• Tank Installation to follow all manufacture's recommendations.
• Verify property line(s) prior to installation.
• Well setbacks to meet chs, KR 811 K. 812.
• %I ca. that are occupied with tusk Ii,u~mcnls. Iwe goals. stumps and boulders reduce the amount of soil
.roaiLI I,Ic G r pwII, f 1r2al or Col. If It,, other rile is mailabh-, licc,v, in Ilse btsal area of the mound most be col oft
at uuund R<C;. \ I. m-, I fill mea n nececs:rrv when cute of the obuve conditions arc en.uuntere;l, to provide
suttm nt inti.tniti%: arca.
Owner Responsibilities
• The current owner. and each subsequent owner. shall receive a copy of (his letter including instructions
relating to proper use and maintenance ,['the system. Owners shall receive a copy of the appropriate operation
and maintenance manual and or owner's manual for (he POW"IS described in this approval SPS 383.54(1),
• In the event this soil absorption system or any of its component parts malt a ctions so as lu create a health
heard, the property owner must follow (he contingency plan as described in the approved plans.
A copy of the approved plant, specifications and this letter shall be on-site during construction and open to
inspection by authorized rcprescntelk cs of the Department, which may include local inspectors. All permits
required by (he slate or the local mmnicipality shall he obtained prior to commencement of
construction! installation! operation.
In graining (his approval file Division of Industry Scrv ices reserves the right to require changes or additions should
conditions arke making them necessary for code compliance. As per stale stills 101.12(2), nothing in this review
shall relieve the designer of file responsibility for designing a safe building, structure, or component.
Inquiries concerning, this correspondence may be made fo ore in IIie telephone number Iis(ed below. or at the address
on this letterhead.
The above tell addressee shall provide a copy of this IcAcr and the POW TS management plan to the owner and any
others who are responsible for the installation, operation or maintenance of the POWI S
Sincerely,
Tim Vander Leest
Private Sewage Plan Reviewer , Division of Industry Services
(920)493-2214 . Mon- Pr i.6.00 a.un - 5:30 p.m.
tuu eand,:rlcc:b;rwi. one
Cover Page
Shaun Bird
Bird Plumbing Inc.
1432 120th St.
New Richmond Wi 54017
715-246-4516
Date: 11/2/18
Owner:Jim Walen
Location: NE114 SE I/4 S16 T28N,R17W 342 Cty Rd T Pleasant Valley
Manuals Used: Mound Component Manual Version 2.0 (N.01/01, R. 10/12)
Pressure Distribution Manual Version 2.0 (N.01/01 R. 10/12)
Page#
1. Cover Page
2. Mound Plot Plan
3. Mound Cross Section
4. Pipe Cross Section/Pipe Layout
5. Pump Chamber Cross Section
6. Pump Curve
7-8. Maintance and Contigency plan
9. Filter Specifications!, nd cross section
Attachments: Soil Test
Shaun Bird
Signature_
License numb 20900
Page 1 of 9
System PLOT PLAN
PROJECT Jim Walen ADDRESS 342 Ctv Rd T Baldwin Wi 54002
NE 1/4 SE 1145 16 /T 28 N/R 17 W TOWN Pleasant Valley COUNTY ST. CROIX
SYSTEM ELEVATION 100.6' 1.8' sand lift) DATE 11/2/18 BEDROOM 3
CONVENTIONAL AT-GRADE CONVENTIONAL LIFT HOLDING TANK
MOUND XXX SEPTIC TANK SIZE 1000 gallons LIFT TANK SIZE DOSE: TANK SIZE 630
HOLDING 'TANK SIZE LOAD RATE: 1.0 ABSORPTION AREA 456 tl of chambers none
BENCHMARK V.R.P. Top of 1" pipe ASSUME ELEVATION 100' Filter Lifetime Filter
❑BOREHOLE. O WELL - H. R. P, same as benchmark
Cty Rd T
Existing 3
Bedroom
House
Old tank is to be
pumped and buried
99.5'
7 B-1 0 Well
98.8'
97.5' Hutfcutt Combo Tank
B-2
B-3
7% Slope
V.B. '
l1\\
A rea 15' below grade is Overflow
to remain undisturbed
Grading is to done to
200' divert run-off away
from system
Scale=1/4"=10'
Property Line 200'
C) ca9
Mound System Cross Section and Plan View
-
- - - - ~Urmension Feet
r
j BS7_l~
I >4. ^T'^c-"w'c R"s~ t i+r^^^3 _t 3) 3 3J )I L !
A I f n ~t}F ~;i`1'~ ~ I y `i} ~ #.~.L>•a'tiliai:-u-t>avl'-31+ I 1
I I '
Ir--J4',
ii
I w
K S Z
hope '
I - 1 = Topsoil = AS I'M C-33 Clean aggregate - 4 in. sea. 40 pvc
Cap Material sand till to 2 Y in. dia. observation pipe
6colextile t H
Fabric -
% `
u
E
.22 Plowed Surface
Ft Contour
Slope Direction _y
GENERAL INSTALLATION: -l'he mound area is staked out along the design contour. Existing
vegetation is mowed and raked off the site. The mound basal area (L x w) is plowed with a moldboard or
chisel plow. Plowing may not proceed if the soil is wet enough at the plow depth to form a 1/4 inch soil wire
when a sample is rolled between the palms of the hands. ASTM C-33 quality sand is placed immediately
after plowing. Sand is placed with a tracked machine keeping 12 or more inches of sand under the tracks or
is placed overhead by a backhoe. Special care must be used when placing sand of less than one foot
thickness to minimize compaction of the plowed surface. After the topsoil cap is placed, the entire mound
is seeded and mulched to promote vegetative growth, limit erosion and protect from freezing. The
observation pipes are slotted in the lower G inches and secured in place with rebar or a closet flange.
10/07 1gj Page _ 3 - otc - -
Pressure Lateral Layout
Two Laterals - l nd Manifold
Threaded
Cleanout
Lateral Turn-up - ► Plug
Manifold L71
M
} - -
L x-
1 1. - Long
force Main j Sweep
90
~ Bend
IV41e (CA
Distribution Network S ecitrcations Pressure System Construction
Lateral Diameter
Manifold Diameter In. 111 Laterals are constructed of Schedule 40 PVC
Orifice Diameter 3-216.7 In_ pipe. Orifices are drilled perpendicular to
X (Onfiee Spacin&L ln• the pipe with a sharp drill bit and face down,
- Ft. Lateral ttirrt-ups terminate with a threaded
1~. (Lateral Len th) `
M oifol_d Length)_ cleanout plug and are enclosed in a 6-8 inch
- diameter lawn sprinkler valve box accessible
F~~orc Main Diameter- is
fiom finished wade. J
Maim length
•
• • • • •
Grade • • • • • • • •
6-9Inch Lawn
Sprinkler Valve - r
Box
C If
- of / .
Page L
03105 Igl •
Septic-Dose Tank Cross Section And Pump Performance Specifications
Pump Mantr 41 ~
Tank lv xUAI cturnr pip Model Number O
ETank Model Number CZ 600 Alarm
ank CapucitY Z 3 Alatm Model Number rl~
1 Tote! T
Depot ~C td
Bury
Max. y Switch Type
Total Dynarntc Head Feet
( Fitter M_ _ N?~ / Distal ~
te Ma,111: turar MForceMain ad U
s 3=3
- Minimum Ptmmp°~~~ oss - L7 Z
GPM Ft TDH
out let Manhole Min. 4" Above Grade With Manhole Min. 4" Above Grade
Looking Davioe. Inlet Manhole Seccuely mounted With Locking Device
< 6" Below Grade Scaled WatextiWit Weatherproof 1 t)
Junction Box
Finished Grade
Vent Min. 12" Disconnect
Above Grade Means
With Vent Cap
outlet Filter ► _ - - -
I ` Inlet Baffle
wet TA Y."
Switch Setti¢e~ and Reserve y Weep
GPI Hole
Tank Volume = - B
Dimension. volume Gal.
(reserve) A ' _ /g Nation C
Bottom
C 2 Ft D E
levation
(deadD >
Total ~..~,T,.,T,;,; .,,z -.•,T•; ; r: : }
• The yeptic/dow tank is bedded and be* ~ in the accordance with may not
m the rer GV"AL INST Tl~ ~Afi~ons. Maximum dcp<h of bury as Spec~ Ye Ong device (padlock)
anufui wl Manhole covers mcposed grade have an Off the watertight fittings, and
in exceeded ping at the m~ ~et is of approved material, conne~ 4 40 pVc to bridge the tank
with S4 -
orm is
laid on r spoil to preveol settling or sages The f ° ° Iii with NEC 300 and Comm 16.21.
excavation and the sleeve is settled Wit. Electrical Page C seivioaAomp
o
02105 Li
280=SERIES
1/2 hp Submersible Effluent/Sump Pumps
The Liberty 280-Series provides a cost effective "mid- Perfornlarme Curve: 280-Series
range" pump for on-site waste water systems, liquid 40 T 112
waste transfer and commercial heavy-duty sump pump
applications that require higher head or more flow. 35 11
Designed around Liberty's unique "Uni-Body" casting, 30 9
the 280-Series will provide years of reliable performance.
8
25
All Models Feature: 20 e
„ m
• Vortex style impeller permitting passage of solids m 15 5 g
up to %s = 10 Ir 3
• 416 stainless steel rotor shaft
• Permanently lubricated upper and lower bull bearing 5 2
• Epoxy powder coat finish 0 ilillLIX10
• All fasteners-corrosion-resistant stainless steel 0 5 10 15 20 25 30 35 45 50 55 60 65 70
• t Discharge U.S. Gallons Per Minute
- -4 -H - I-T- - I
• Stainless steel bottom screen - easily removable 0 38 78 114 156 192 228 270
• Maximum fluid temperature: 140'F. Liters Per Minute
280411erles Cord Lengths
Dimensional Data:
Model 10' 25'(-2) _ 35'(-3) 501-5. Weight: 29 Its.
280 Standard OpbonaiOptional Optional Height 13"
281 Standard Optional Optional Optional Major Width: 10" (model 287)
283 Standard _Optional_ Optional. N/A-_ _
Minimum Standard- Optional N/A N/A Sump Diameters:
Model 281, 283...14-
1 0' cod length Standard on all models. For optional lengths, Model 287 VMF...10"
add "-2, -3 or -Ws dtix to model number.
Example: lamodel 280 with 35' cad, ceder 280-3 Factory switch Model 281,283 MOdet 287
settings VMF
Motor Specifications Turn on level 13" 9.5"
hp 60 Hz 3450 RPM Turn off level 7"
Oil filled, thermally protected
(PSC) Permanent Split Capacitor The Model 283 fealurer a fully adieatable wide-angle eneL Diglmwdial
adlrssm~ts can be made easily by MOM" the float to the dis-
charge pipe or other mowfty point Vertical float model 287 is not
4.0 ampsp(208/23OV) ad lstable.
Mode1280 Model 281 (I~ Modell 283 Model 287
Manual, Wide angle wide angle VMF-Series
no switch float switch float switch Vial mag-
with quick- with series ee'tIc float for
disconnect (piggy-back) smaller pits -
_ plug will operate in
a 10" diameter
sump
- acrrEOr - V 1' ~
c w` A Js Certified n
Lill" Pumps • 7000 Apple Tree Avenue • Bergen, New York 14416 • phone 800-543-2550 Fax (586) 49-1839
www.libertypumps.com ceprnght o Uboty Penve, inc. 2017
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AND
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ORSNl?R:SIIIP CFR 111"WATIt_iN FORM
0,,vIICI-/31Lycr jj14 l 4vC(_J _
Mvling Address c - FK_
Property Address _ ~ar~~ - - - - - -
(1''cnficahon mnutred rum PummT & /onlui Ucpaih:t°ut fOl naw consitucbonj - - -
(.ii},'Statc - - - - - - - - - - paunel ldentificationNuvihel
t,
I I;GAI DESCRIPTION - - -
1'roperiy Loc:itlon/Ak !ti . j~ 5cc. • < ~C
Subdivision
- - - l- - - - - - - - Lot # -J- - .
Certified Survey N1ap ;t
}~cif_
W arranfy Deed ,Pa
Voiutne-
Pu}ei-
Specanuse ye no Lullin,: idrfd:finirle yes ru -
SYSTEM Ni_AIN'1'F,N:AN('E ANI) ONi NL;R C'F.RTIFI(_.'Ly N'
Inproper use and mainm;nauce u] your septic' system could reSUII ur its p[.atalure fa d`nc to handle wastes- Proper
nuatrrlenauce consists of punlping out tine sepli lark eves v Once mars or sooner, a ueedrd, by it licensed pumprr. What you put ono
the syslent can affect the. 5urctino of the septic tank as it he ihnrnt stage in the xvai:e disposal system. Owner mamtcnanee
responstbiliues at-e specified in §Corur n 33.:>2(1) and rn ~:hapicr 77 St Croix CQ,mty Sandary Urdinaucc.
'rhe propczty owner i recS to sulnmt n Se t_tu;% C runor pluming, d. Zmi mg Departm -nt , cei tificahun form, signed by the
,rtnet and by a taster ru unifier, jotuncvman p mrt,1<i, restrfUrd plumb,.r n a heansed pwupci volfyiug that (1) dtc on-sac
v t'te.w:ucr disposal syslcun ism ptoper ooeraime Condition aud;br (3) drier inspccimn and pulrrpinl: (if necessary), the septic lair(; is
,c than L3 full ofsludgc.
Uw do under sighed have read dre at,:vc rrgoitcuicru: and a' ree to niaic tarn the 1,rivme srwa(gr, dnpusal actn with [Le
>y
r mi-ud-sct tbrth, hcrcrtt. a set by the llepartmcm ofCouma ce and the Dcpatrn-ul o- Manual Kcsoutecs Starr of Wisconsin.
< u u: icanon stating that your septic sr„r_•tn has been mamGamcd most he compiete,,i and renamed to the SI. Croix County Plaruitn. &
Zotung Departmeut within 30 days of the three Year expiration dine.
Iiwe,crtity' that all staicmanee of s form air n'h, cu n .'n:at of nq:c.m }.am •,cdgr. 1'wc a:ayarc the awncrtsi ufthc•
property described above, be virhre ot'a •a rranl} aced uteo dcd hi It c! is!ci of llru Ic
Office.
Number of bedl
S IGNATFR E. OF APPI I(':yAN I'I
llATF.
"Any intorrnauon that is t:.tsrcpr esc-urcd imry resuil m the saintaly pcu::ff being wvokcd by the Piauung & Zoning Deportment
h?clude with tins applieaun t a recoided xvanan,,; [iced t.om the Rvfiic:cl ct!)rcds OHicc :utd a copy of the certified s uvcy' map ri
refemnee :s nude rn 1110 warm I d=cd.
(RF V. 08;115)
C Sf- ~a(8 9
ELL
Wisconsin Department of ~~yy,~~,,,rlerl~e SOIL E RT Page _ of
Oivision of Safoty and Buildags'+ l7 5 2 m I
in accorda with Comm 85. Wis Aden Code City 1 i
Attach complete site plan on paper not InSs than 8 1 x 11 inches in size Plan. must
include, but not limitedto WAdat end I~ ' enee point (BM). direction and Parcel I. o
percent slope, scale or dimensions, north arrow, and location and distance to nearest road. ( - -
Please print all information. Revie by Date 'J
Penorui InformabO yw govq may x used for aocondary Goreoses (Poyary Law. e. 15.04(1) (m)) /l /(i l
Property Owner Property Locatwn /
~1 1~ Govt. Lot F V4 l *4 S 7 T N R E
Property Owner's Mailing Address Lot # Block i) S" Name or Mli -
f ~
City tate Zip Code Phone Number ❑ City ❑ Village arest Roa
,
5 t~ ( I re - L+<< CT
❑ ❑ New Construction Us. Residential! NumWr of bedrooms Q- Code derived design Mow rate GPO
eplaoemenl y❑ Pubiicoroommencial-Des
Parent matenal - Flood Plain elevation if applicaolo if A ft
General commends
and recooxnendabons-
7n !
$(stnm TYPet!•°✓~-- J-/Y(r~('i h.ll ~::y.ztern l=l cJafo::n
Bongp ❑l Boring /
M .A Pit Ground surface elev.! (~_j_ ft Depth to Mnitifg factor I ~ in.
Soil Application Rate
Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots GPD.7F
in. Mussell Ou. Sz. Cont. Color Gr. Sz Sh. •Ef to •EHp2
I `J 7i s C~
/ A,
7--
Boring p Boring M
Pit Ground surface elev. - _J 21fl. Depth to limiting fad« _ZZ) in.
Soil Application Rate
Horizon Depth Dominant Cdn Redox Desrnplwn Texture Structure Consistence Boundary Roots GPO."f
in. Mlnsell Ou. Sz. Cont. Color Gr. Sz. Sh. 'HMt 'E"2
_ n
i
• Effluent p1 = BOO. > 30 < 220 mWL and TSS >30 < 150 • Effluent N2 = BOD, < 30 rogl- and TSS < 30 mglL
CST Name (Please Print) S' ure CST Number
Bird Plumbing, Inc. Shaun Bird ~l 226900
Addrosc Date Lvulualon Cnnduafed Te'opnnne Number
1432 120th St, New Richmond, WI 54017.' % Y-~--I~ 715-246-4516
Property Owner _ Parcel ID C Page of
Boring # ❑ Boring - / C
Pd Ground surface elev. r f/ ft. Depth to limiting factor l n.
Soil lication Rate
Horizon Depth Dominant Color Rodox Description Texture Structure Consistence Boundary Roots GPDlff
in. Munsell Ou SZ Cont. Ccxrx Gr Sz. Sh 'Eff#l 'E 2
i k 4 'L!
a Bourg if ❑ Boring
❑ pit Ground surface elev. fl. Depth to limiting factor in.
Soil Apphc;atin Rate.
I lorizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots GPOM
in. Munsoll Ou. Sz. Cont. Color Gr. Sz. Sh. 'En#1 'Eft#2
❑ Boring
D erg # Pit Ground surface elev. ft. Depth to limiting factor in
.
❑
Soil Application Rate
Horizon 'lepth Dominant Color Rodox Description. Texture Structure Consistence Boundary Roots GPD/ff
in Munsea Ou. Sz. Cont Color Gr. Sz Sh 'E"1 'Eff#2
Effluent #1 = BOD, > 30:5 220 vxyL and TSS >30 < 150 mgt ' Effluent #2 = BOD, < 30 mA and TSS < 30 nx
T'he Department of Commerce is an equal opportunity scrvice 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.
tarp W fl1 tiMr
Property Owner Parcel ID # Page _ of
Boring # ❑ Boring
a -W, Pit Ground surface elev.4 /jj ft. Depth to limiting factor in.
$Oi iiglnn Raw
Horizon Depth Domnant Color Redox Description Texture Structure Consistence Boundary Roots GPDtff
in MunwU Ou. Sz Con: Cdcx Gr. Sz. Sh. `1#2
77
-
❑ Bang # ❑ Boring -
❑ Pit Ground surface elev. It. Depth to limiting factor in.
Soil Application Rate
Hontzon Depth Domewnt Color Redox Des pbon Texture Structure Consistence Boundary Roots GPD/ff
in. Munse0 Ou. Sz. Cont. Caur Gr. Sz. Sh. 'Eff#1 'Eff#2
i
~ I
i
❑ Boring # ❑ Boring
❑ Pit Ground surface elev. ft. Depth to limiting factor in.
Soil Appitication Rate
lionzon -kupdu Dominant Color Redox Descripbon Texture Struc.tme Consistence Boundary Roots GPOff
m. Munsell Ou. Sz. Cont. Color Gr. Sz Sh. 'E##1 'Eff#2
I
i
i
i
I
EMuent #t = BOD, > 30 < 220 ngt and TSS >30 < 150 mqt ' Effluent #2 z BOD, < 30 mgt and TSS < 30 rtxyt
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 608-266-1151 or 7-I Y 608-264.8'7'.
910.Y11f1 ~R bgll
Soil Test Plot Plan
Project Name Jim Walen sha ird
Address 342 Cty Rd T -r
Baldwin Wi 54002
M #?26900
Lot 1 Subdivision Date'- 11/2/18
NE 1/4 SE 1/4S 16 T 28 N/R17 W
Township Pleasant Valley
❑ Boring O Well I'1. Property Line County ST. CROIX
BM or VRY Assume Elevation 1oo ft. Top of 1" pipe
System Elevation 100.6' *HRpSame as Benchmark
Scale Is I"= 40' Existing 3
unless otherwise Bedroom
noted House
Cty Rd T
99.5' B-1 O Well
97.5'
B-2
B-3 11 \
7% Slope
B.M.'
Overflow
200'
Property Line 200'
Q-3
I~zsJlq o-iL s,I
lz- Ap 1
k1z 2-04
N 6
1
s
s P
P
Th May(.Th
April 26, 2019 ApWo~019 2019
SUMO ?u Th Fr Sa SuMo TubVc Th Fr Sa
1 2 3 4 5 6 1 2 3 4
Friday 7 8 910111213 5 6 7 8 91011
1,11 15 16 17 18 19 20 12 13 14 15 16 17 18
21 22 23 24 25 26 27 19 20 21 22 23 24 25
28 29 30 26 27 28 29 30 31
FRIDAY Daity Task -ist
An4ng1 by -)un -)ate
26
7
8 Plow 606966--Bird- -Walen
Tcw, of 1'1easdrt Va'Je'v
cj
607070--Schmitt--Beukema
To•wi of bin Pawe- 'RED'
10
607048--Advanced Septic--Johnathan Wire
To'.vn of Troy--':RED'
11
Portillos for newbies
r r. 1 ai 1 - ; r d'i: F where 11.11 •iVill drive you to a taste or -eaves III you call
Chra , t 7z =.n!i it i i ui u11f •mfivpr} nc Twnwy WE STIL_ GO I'll nn 4111 no 1111,
Jim -ltknuy
1
Vote%
2 Final --606966--Bird- -Walen
-ov:n of '141,1111 V411P.i
3 Jim Thompson onsite
21 i9 1 ~ tah SPOCt
4
5
6
Ib; a° Yattingtan 1 1I, 25;7019 3 '0 PI4