HomeMy WebLinkAbout032-1038-10-001
Y1lsc,ne,In cePanmen: ar PRIVATE SEWAGE SYSTEM St. Croix
Salcly and B.I Icing Cr: 5 Cn Smeary Permil No
INSPECTION REPORT 605041
GENERAL INFORMATION (ATTACII TO PERMIT) 513te-an 1:5 PO
Pe's"^A vYnmtnbnn ) nu prC'aidt ma': JV ._s-d IL' ;ecnnaary DufpC9c5 :nq S.I S .C4 on I I N 1+
Permi: He `Imrn. •y Vlllaue To.-,-- p I'sve Tax N.
Robert Belisle TOWN OF SOMERSET 032-1038-10-001
,:ST 01.1 Flrv I-5G ISM Elnr i161 Descrlptlon cc:wnlT..v, RangeMap No'.
it 14.31.19.192A
TANK INFORMATION ` ELEVATION DATA
LA A-) 1.
'>'PE MANLF , tPACITY STAIK:N BS HI FS ELEV.
s'cl4ic '~V BGI'Chrnafk .•-t
IIVV 1 V
p,; i+l. BId
A n
IV% L I" BICg. Sewer O
+Ht Inlet / /o-/
S!• t Octlet
TANK SETBACK INFORMATION '
TANK TO P''- '.IfCLL Bl Ve'l0 Air lntaI H::AU Cllnlet
Septic + n r A r~ D' D! R w!o:n
Dosing v Headodlvla
st. Pipe er ^
S2A
Hclcing _ Bo:. System I
Final Grade /T (0
PUMPISIPHON INFORMATION V
Manafaciwer 'cnrand St G_wer 1 I
GPL4
Ir1c ~I-Ncr .er
TO, Litt Fria on I oss om Hea ICH PI
I` -orcemar) Length iA D151. lolvr•u
\ ~O[L ABSORPTION SYSTEM
BED-TRENCH :lidth r I IN., O'AInnclle' VII DIMENSION No. Cl Fie. I-,co Ui igma Uid
DIMFNSIONS
SETBACK SY,S'TF.A TO P!'•- RLUG 'dOELI -AKEi STRBA1- ACHING Man_1aetu er.
INFORMATION CHAMBER OR ,
T\t" UNIT Slucel Ntec~
DISTRIBUTION SYSTEM ll !\\!V7 I N/ Y
H'ede'rb1 - d Tstribu9ur. x hate Si:e x hob Spa'z~~'? 'Je'.t to l.Ir Intake
T( Flps;^,i
I cncl- Dia ;:P SPaciny
SOIL COVER x Pressure Systems Only xx Mound Or At-Grade Systems Only
Dep:h Vvur 7el::h Over n I r x. Ucpl' c1 rx Seed..:i 9o ;1d7 x '.L :`:ed
Ue9"r:ncn Cc-de• N '!o:U"encn EUga~r G_ Tap+sA Ys; '.o Yes No
COMMENTS: (1rUade rude dlscrepone, es, persons/ presort, etc.) Inspection II': C Inspector, 92:
Location: (;g722::T11 AVE I 6!J Dvt un
tp p S~ ~i 14er r cs~ e ser`r,:
1.J AI: Blat Descnpllon =
2.1 Bldg sewer length =
amoa'1!Of cover =e~~ 12 PGe %
1 1
ar roves on Reywrcd? Vev 2y L
..Se Cthe' S de fe' aCCi:1-pal in-or m >r'.
Ua:o IusepctoYS ;pnutur° Cc•I. Nu.
S-Rr. fi;'! 3 1g'}
- 5fl~-~1~~~- !yy
- 'v_i _ J Safety and Buildings Urvlsan J f ~,:'1
r - s 201 W. Wa n,ngton Ave., P.O. Box 7162
Sar, a ✓ N,.., -
1 itar}' , e•nu: Numoer ;te be fiacd it b)
S{ 'vtad~son, V4. 53707-716.2
-_s.~~~ 2p~BjJrU~-( f
III S4hftdruPCrmit ^'lppltcatlt) Sa Tram&xiouNaJ
~m ~wrdaoce a'(W SPS:SI?t^i tv s. A.M<ndc , ma sf: -rt :<i tit aw ' e;: :cs, rryn g~v-r cc fait l -
t reyai;p(~torttrn
C.fSmmry:.y aid a ft.ft ss paints Vae .pelt att.- frltt 1<c state:.vmcd Y'tK?S are b b cd to PT11= Address ;if different tb®-~matiinS addtcss)
tnenF'kpmlm.m .f Pnvwma sins. a.r_ sal :ntom.aLUO you p:oe.de mm be mtd for seconday X11. 07
p •7 ~'1 ,rvTT
Lt pplm accordaou'+tth the Ynv~v i„r%, s 1} -(lam 111 r,i ~ta15 _ C1 d"U
LA icanou Information - Pl ease print All Information
Pf'I CAt c N=,- Pmal A . .
Prrpaty (hvoWI; Madmg:Adtkcss - - f
I RVpCri\' LUt:Oilaa 1 t~ . ) i . I y a ~
i. i UO1t LJt
Cm. Sratc ~ 7-I9 Gee _ Pbca t.uaraz
II. Type of Building (check all that apple) _ - Loa :Y - T N, k lr
lam- ' ~ l
~m 2 Tai'J:y Dwc(l:aL Num`+u of ticdon,ru Subdivision Na:¢
v rn*r~rnmmda:d- I7a.rbc i _ _
~J state Chsnal Btsutbe I. ,e ~'SM V;:t VillI of
III. Type of Permit (Check only opt box op Iine A. Complete line Rif applicable), A~ -
F Rcpiu: 5 - t1 i./tr
ys n Tfeam,.w_lo:c:ox Tack Rc➢la,,,m w CmW l 1 :1th:z MWUicxtiop
Z= em b Lxs[ino System plairi
R C, P.mi Kctenyl P 01 WofYlunha
List Pmvt Peemit Vaoher and fhlc Issued
- _ Pxnrt "ans:c :o New iA j p
A. 1ype 0(1 OW"fS SyBtefu,'ComponcntlDevice: ((-heck all that apples
F4astrr v C LesurrN L IJ •tira.lc I_. Mc~md I Ifsuilillc sod ❑ Mouad--?A in. ore,' I sod
h ldins 'mk L. (At.. l {Kraal -nz n tit czF 1 : _ n FfcTCC-xn, i~cvi:c lexp.air:j_
Otspersal f reetment Area Information - i_
trs:gn Ficw typd) Des:bn Srnl /~yh:a.r.ru Ruiefsfdsfi I Dts~pcrvl area Reouued (sl'~Ds w-" Ina Prof-ed 5sstein Elevauoa u LC~
--ti5imu:aaum f
17a pk lafo L. }+a ry iu __.I 'Cxal a of
ualk n. Cia A. Cmcs
u c a_ ~ m
- V T
t p'rcNol¢nF Tank ` / -
SBA f}yye~y ~ ~ • - / ~ I V
~ II Rcspnrtgbthl} statemem-
I, the uudersigoc_d. me respoavMl:rv for installation of IM PORTS tbow•o on the attacbed plans,
r L: -air's \arne (Prwt} - i'lt ssirt:ttmc - !v K.WVRSNrwba BwuTw YhoneN T7
Pv.uxriAJdrtss 'Sacn.CmSc rc Cud i .
VIII. Count e~Depat'tmtot If Oply
_ ~ - -
i -craw Fe: llatc 65acd Lssum2 SI-acme
p>ro•cd ,J Disaf+f coed Ag
i\ Conditions of Approval RraTOn<-f6r Disapproval
k'(tiTEM' OWNER: J /
Septic lank, eiCuenl f Itei
dispersal t,e I nt 61 -"e r gad + ri a u•e_+
-as per ma•tagMc"nt PI"~k 4lIII4,l>Wry{f7(~f.s im and <ubmn w II Cuaon Daly on _ .
2 All Wa>vn:In<mau at:a ti iI mere
setback r@[,uiror189t5 n rl t:,,-. rial Iaire;;
as per applicable codeiordrianr, ,
SRa6;9R (R. t t 11
i
Cover Page
Shaun Bird
Bird Plumbing Inc.
1432 120th St.
New Richmond Wi 54017
715-246-4516
Date: 6/11/18
Owner:Robert Belisle
Location: NE 114 NE 1/4 S 14 T31 N,R19W 220th Ave Somerset
Manuals Used: In-ground absorbtion system (version 2.0)
Page#
1. Cover Page
2. Plot Plan
3. Chamber Cross Section
4. 6. Maintance and ontigency Plan
7. Filter Cross Sect
Signature _
License numb r 226900
System PLOT PLAN
PRo.IFC'r Robert Belisle immu.,ss 600 Ravmond St. Somerset Wi 54025
NE 1/4 NE 1145 14 It, 31 N/R 19 11'TOWN Somerset ('Ot N'rY ST. CROIX
SYSTEM ELEVATION 96.0/95.7/95.4 4' below grade 6/11/18 3
Ua'1'E BEDROOM CONVENTIONAL XXX CONVENTIONAL LIFT HOLDING TANK
MOUND SEPTIC 'TANK SIZE 1000 gallons LIFT TANK SIZE DOSE 'TANK SIZE
HOLDING 'TANK SIZE LOAD RATE .5 ABSORPTION AREA 916 # of chambers 45
BENCHMARK V.R.P. Top of 3/4" pipe ASSUME. IsLEVATION too' Filter Lifetime Filter
❑ BORE110LE O WELL "II.R.P. sameasbonchmark
Ihvv 35
Vent Scale = 1/4" = 10'
>G' Quick4 Standard
of Cover Leaching Charnber
with 20.0 ft2 of Area
5.6ftA2/Pair of end caps
500' 1' Lone I
Grade at System Elevation
3.1'
3-3' X 62' cells with >3' spacing
13-2
Vents
Poor soils
Poor soils
B.M.*
300' B-3
0'
3 `
B-I
)(99' o ti 10' ~b n
All piping shall be AS'I'M SDR 30134, within 1101'
10' of tank, piping shall he AS"1'M F891 S7
N
0
S 50'
220th Ave Pro .3
Bedroom
I'louse d
~0
Cross Section of Quick 4 Standard Leaching Chamber
Typical cross section for 2 of 3 cells
Quick 4 Standard
Leaching Chamber with
20.0 ft'-' of Area per
Chamber 5.6ftA2 pair of end plates To be >1' above grade
Finish grade elevation
Typical Installation 100.0'
Vent
ACI Vent
Grade
4 X30/34 Septic Tank 4
4' Lung 5' 4' Long t
3.1 Gradc at System Elcvahon 3;1„ Grade at System Elevation
Spacing 5' _
3-3' X 62' Cells
Observation tubeNent
Same on other end To be located on end of Cells
%A
B
System elevations: C
A-96.0'
B-95.7'
C-95.4
15 chambers per cell
ST. CROIX COUNTY
SLPI K''I':1N'K MALNTENANCL,tURI?)~MEN'I-
AND
OWNFRS11111 CER I IF1CATI GN FORM
Owrler•'Ruyer -~<-i?f }---r J
Mailing Address _ LO Q- _ ~c~- / ti' = - - - - -
Property Addicss
(Verification required finPin ing & yuume, Ucpatt ent for new constntction.}
City; :State _ _ - - _ - I ;reel ldcntificxtion Nm-thee 5 t
LEGAI, DESCRIP'T'ION
Property Lunation /'U~ .1 . sec. I' < f ( 1~ , r
Subdivision
Lot 9
Certified Survey map # - Vt fume
Warranty Deed # _ - CA~C~ vchtme j -
- - - Page #
Spec house yes a° L -I line identifiable yes no -
SYSTEM NLAINTENANCT AND OWNER CERTIFICA'T'ION
Impioper use acid maiutcnance of vour septic system couid result in ns premature failure to harnlle wastes. Proper
rirauitenacice consists of pumping out the septic :oink cvei y three years or sooner, ii needed, by a Ircensrd puniprr. Rlim you put info
the systern can affect tine function of the septic tank as it treatment stage in the waste disposal systurn. Owner maintenance
responsibilities are specified in SComin 8352(1) and or Chapter 12 St Croix County Sanitary Ordinance-.
The property owner agrees to submit to St. Croix Cnunry Nwini rg & Zoning Department a certification tortn, signrd b_y the
owner mid by a master plmnbe.r. Journeyman plumber, restarted plumber or a licensed pumper verifying that (1) the on site
wastewater disposal system is in proper oocraling condition audcor (2) after nispcmion and pumping (it neccssmy), the septic tank is
less than 113 frill irf sludge..
tiwc, the undersigjwd have read the ahove rngnaemrnis and avicc to rnaintenr the private sewage, disposal syortu with the
standards set forth, herein, as set by die Departnrnt ot-Cotmneicc and die Dcparimmi of Natural Resom-ccs, State et' W isconsin.
Certification stinting that voru septic system fms been maintained roust he completed and fehumd to the St. Croix County Planning &
Zorting Dcparouent within 30 days of the three year expiration date.
iiwe certify that all s mcnts on dus form air trur to the first of mytou t knowledge.. Uwe aiii-are the uw•tret(s) ol'the
property described above, • vin t of a warranty decd rcco;'dcd in Register of Deems Office.
Number of bedroo
SIGNA•1'ORI. OF APPLI WNT(S)
ll:'1"C1s
***Auy intorrnauon drat is misrepresented may result in the saiminy perrtut bring t,voked by the Planning & Zoning Deparhnent.
Include with this application a recorded warranty deed (roar the Register et Devils t rfficc and a copy of the certified iaiivey niep if
reference is tirade in the warranty deed.
(RF.V. 08/05)
POWTS OWNER'S MANUAL & MANAGEMENT PLAN Page _ of
FILE INFORMATION SYSTEM SPECIFICATIONS
Owner
Septic 'Iank Capacity
❑ NA
Permit # r gal
Septic Tank Manufacturer - C ,NA
DESIGN PARAMETERS Effluent Fitter Manufacturer ❑ NA
Number of Bedrooms ❑ NA Effluent Filter Model ❑ NA
Number of Public Facility Units 1 11 NA Pump Tank Capacity NA
_gal
Estimated flow (average) ) al/da Pump Tank Manufacturer NA
Design now (peak), (Estimated x 1_5) La 7 9ahda Pump.Manufacturer NA
Soil Application Rate --•L>s= ati .~r Pump Model NA
y-_. -
Standard Influent/Effluent Quality Monthly average' Pretreatment Unit NA
Fats, Oil & Grease (FOG) 530 mg/L C Sand/Gravel Fitter C Peat Filter
Biochemical Oxygen Demand (BOD.5) <220 mgil C NA ❑ Mechanical Aeration ❑ Weiland
Total Suspended Solids (TSS) <1-50 mg/L Disinfection ❑ Other
Pretreated Effluent Quality Monthly average Dispersal Cell(s) p NA
Biochemical Oxygen Demand (BODs) 530 m9/L -Ground (gravity) ❑ In-Ground (pressurized)
Total Suspended Solids (TSS) 1~30 mg/L -4A U At-Grade 0 Mound
Fecal Colifonn (geometric mean) X104 CV
t00m1 O Orip Line ❑ Other.
'Maximum Effluent Particle Size in dia. ❑ NA Othe~ CI NA
Other _ . NA
Other-- - -
_ ❑ *Values typical for domestic wastewater and septic tank effluent Other C NA
MAINTENANCE SCHEDULE
Service Event Service Frequency
inspect condition of tank(s) At least once
every. O month(s)
_(Maximum 3 years) U NA
Pump out contents of tank(s) When combined sludge and scum equals one-third (7e) of tank volume O NA
aspect dispersal cell(s) At least once every: O onth(s) -
_ -youyr(s) (Maximum 3 years) 11 NA
,In
Clean effluent filter - At l e / month(s) -
At least once every: year(s)
aspect pump, pump controls & alarm. At least once eve Cl month(s)
- -Fry- _ ❑ year(s) ❑ NA
:lush laterals and pressure test At least once every: U month(s)
NA
❑year(s)
A; least once every. ❑ month(s) -
hner _ - - C year(s)- NA
NA.
MAINTENANCE INSTRUCTIONS
,Inspections of tanks and dispersal cells shall be made by an individual carrying one of the following licenses or certifications: Ma3tar
'Plumber, Master Plumber Restricted Sewer; POWTS Inspector. POWTS Maintainer, Septage Servicing Operator. Tank inspections must
include a visual inspection of the tank(s) to identify any missing or broken hardware, identify any cracks or leaks, measure the volume of
combined sludge and scum and to check for any back up or ponding of effluent on the ground surface. The dispersal cell(s) shall be
visually inspected to check the effluent evols in the observation pipes aria to check for any pending of effluent on the ground surface.
the pending of effluent on the ground surface may inaicate a failing condition and requires the immediate notification of the local
-egulatory authority.
When the combined accumulation of sludge and scum in any lank equals one-third (Y) or more of the tank volume, the entire contents of
I:he tank shall be removed by a Septage Servicing Operator and disoosed of in accordance with chapter NR 113, Wisconsin
Administrative Code.
INI other services, including but not limited to the servicing of effluent filters, mechanical o, pressurized components, pretreatment units,
and any servicing at intervals of 512 months, shall be performed by a certified POWTS Maintainer.
~ service report shall be provided to the local regulatory authority vdtt:in 10 days of completion of any service event.
pop _ of
START UP AND OPERATION or other chemicals that
For new construction, prior to use of the POWTS check treatment tank(s) for the presence of painting products
impede the treatment process and/or damage the dispersal cell(s). If high concentrations are detected have the contents of the
tank(s) removed by a septage servicing operator prior to use.
System start up shall not occur when sod conditions are frozen at the infiltrative surface.
During power outages pump tanks may fill above normal highwater levels. When power is restored the excess wastewater will be
discharged to the dispersal cad(s) in one large dose, overloading the oll(s) and may result in the backup or surface discharge of effluent.
To avoid this situation have the contents of the pump tank removed by a Sep" Servi ing Operator prior to restoring power to the
effluent pump or contact a Plumber or POWTS Maintainer to assist in manually operating the pump controls to restore normal laves
within the pump tank.
Do not drive or park yehides over tanks and dispersal cads. Do not drive or park over, or otherwise disturb or compact, the area within
15 feet doom slope of any mound or at-grade soil absorption area.
Reduction or elimination of the following from the wastewater stream may improve the performance and prolong the life of the POWT$:
antib>oriu; baby wipes: cigarette butts; condoms; cotton swabs; degreasers; dental floes; diapers; disinfectants; fat: foundation dra[n
(sump pump) water, fruit and vegetable peelings; gasoline; grease; herbicides; meat scraps; rnedicatlons; oil; painting products;
pesticides; sanitary napkins; tampons; and water softener brine.
ABANDONMENT
When the POWTS tails andfor is permanently taken out of service the following steps shall be taken to insure that to system is propefly
and safely abandoned in compliance with chapter Comm 133.33, Wisconsin Administrative Code:
• All piping to tanks and pits shall be disconnected and the abandoned pipe openings sealed.
• The contents of all tanks and pits shall be removed and property disposed of by a Septage Servicing Operator.
• After pumping, all tanks and pits shall be excavated and removed or their covers removed and the void space filed with soil.
gravel or another inert solid material.
CONTINGENCY PLAN
It the POW, S falls and cannot be repaired the following measures have been, or must be taken, to provide a code compliant
rep system:
suitable replacement area has been evaluated and may be utilized for the location of a replacement sod absorption system.
The replacement area should be protected from disturbance and compaction and should not be infringed upon by requhied
setbacks from existing and proposed structure, lot lines and welts. Failure to protect the replacement area will result in the need
for a row soil and site evaluation to establish a suitable replacement area. Replacement systems must comply with the ruled in
effect at that time.
❑ A suitable replacement area is not available due to setback and/or soil limitations. Baring advances in POWTS technology a
holding tank may be installed as a last resort to replace the failed POWTS.
❑ The site has not been evaluated to identify a suitable replacement area. Upon failure of the POWTS a soil and site evaluation
must be performed to locate a suitable replacement area. If no replacement area is available a holding tank may be installed as
a last resort to replace the failed POINTS.
❑ Mound and at grade soil absorption systems may be reconstructed in place following removal of the biomat at the infiltrative
surface. Reconstructions of such systems must complywith the rules in effect at that time.
<4WARNING»
SEPTIC, PUMP AND OTHER TREATMENT TANKS MAY CONTAIN LETHAL GASSES AND/OR INSUFFICIENT OXYGEN. DO NOT
ENTER A SEPTIC, PUMP OR OTHER TREATMENT TANKS UNDER ANY CIRCUMSTANCES. DEATH MAY RESULT. RESCUE OF A
PERSON FROM THE INTERIOR OF A TANK MAY BE DIFFICULT OR IMPOSSIBLE
ADDITIONAL COMMENTS
POWTS INSTALLER PONRS MAINTAINER
/
Name Name
Phone Phone
SEPTAGE SERVICING OPERATOR PU PER LOCAL REGULATORY AUTHORITY
Name Zy , I n~ Name i~ IG; X
)
Plane Plane ,~JJ
This docunenl was drafted in oontxianoe with chapter SPS 3a3.22(2)(b)(1)(d)8,(f) and 383.54(1), (2) 8 (3). Wlsconsm Administrative Code.
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liaDB' nt6(com me SOIL EVALUATION REPORT Page of ysddpoff 'A"ty and Buildings
in accordance with Comm 85. Ws. Adm. Code
Attacgtl6lin e e site Oplan on pa r not less than 8 112 if 11 inches in size. Plan must County
irldu~'bN not lirnjigd,{br vert~EaI nd horizontal reference point (BM), direction and Parcel I.D
peroont slop0~ss~tu'dfy north arrow. and location and distance to nearest road
p_
Please print all information. Reviewed by Date
P$YerrifMOnn~POn you Moviee maY 1M use4ler re fi, Ourpores (Pr,,-cY taw. s. 15 Ol (1) (m):
.
Property Owner Property location
Govt. Lot 1t4/)' 1!4 S I/ T N R E( ) W
CShW
Property Owners Maikng Address Lot k Block b >ubd. 7 1c,
City tale Zip Code Phone Number ❑ city ❑ Village Town Nearest Road„
Code derived design flow rate GPD
O~Naw Construction Use E3-Be, cideotial l Number of bedrooms -
❑ Replacemem ❑ Publa: or commercial - Describe
Parent material Flood Plain elevation it applicable -
- ft
General comments
and recarmlendations:
System Type ~'t, ,JC;iluy-r S i,;.;lern Ctrr;at,un ~il~G-c
M 14L Boring p ❑ So ing '1 C7 /
Pit Ground surface etev/ / y Depth to limiting factor in
- Soil Application Rate
Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots GPD1fP
In. Munsell Ou. Sz. ContL Color Gr. Sz. Sh. 'E"I 'ER82
I / n
Boring fr ❑ Borng
Pit Ground surface elev Depth to limiting factor ? m.
Soil lication Rate
Honzon Depth Dominant Color Redox Desorption Texture Structure Consistence Boundary Roots GPWl'
in. Munsell / Qu. Sz. Cont. Color Gr. Sz. Sh 'EPN1 'Eff42
, It
D
EMuent p 1 = BOD. > 30 < 220 mot and TSS >30 < 150 1 ' Effluent N2 = SOD. < 30 m41L and TSS < 30 rtxyt
1-C -ST Name (Please Print) azure _ CST Number
Bird Plumbing. Inc. Shaun Bird 226900
Address _ Dale F~aln:'ian C::nducted Telephone Number
1432 120th St, Ncv,r Richmond, W1 ,1Jy7 ` 715-246-4516
Propeny Owner Parcel ID k Page - -Of-
rig
Boring it
~ poriGround sufaceelev. _ ~ Depth to limiting factor, -LL- rn.
Soil liglion Rate
Horizon Depth Dominant Cola Redox Description Texture Structure Consistence Boundary Roots GPDM
in. Munsell Qu. Sz Cons Odor Gr. Sr Sh. •Eff//g1 'Elf#2l
j Le
❑ Boring It ❑ Boring -
❑ pit Ground surface elev. - - H. Depth to limiting factor in.
Soil 'iratxn Rate
Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots GPDRf
in. Munsell Ou. Sz. Cont. Color Gr. Sz. Sh •Effnl 'Eff#2
El Boring
Bori# ❑ng ❑ Pit Ground surface elev. _ ft. Depth to limiting factor in Soil ication Rate
Horizon 'lepth Dominant Color Redox Descipton Texture Structure Consistence Boundary Roots GPD11f
ina Munsell Du. Sz. Cont. Color Gr. Sz. Sh 'Etfp1 •Etfp2
Effluent pt = 800r > 30 < 22C rrWL and TSS >30 < 150 mgll ' Merit n2 = BODr < 30 mgrL and TSS < 30 mg4
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$ORI710 fn NMI
Project Name Robert Belisle Soil Test Plot lan Shaun Bird
Address 600 Raymond St.
Somerset Wi 54025 CSTM #226900
Lot Subdivision bate 5/28/18
NE 1/4 NE 1/4S 14 T 31 N/R19 W Township Somerset
Boring Q Well PL Property Line County ST. CROIX
IINI or VRP Assume Elevation 100 ft. Top of 3/4" pipe
System Elevation 4' below grade •HRpSame as Benchmark
Hwv 35
Scale is 1" = 40'
unless otherwise
noted
500'
a_?
10•
Poor soils
Poor soils
B.M. 30'
H-3
300' 0'
10'
35'
B-I
99'
101'
101
220th Ave