HomeMy WebLinkAbout040-1197-20-010
:f s<orrs"~ ~,:::I-:t-•„ o' ~>m;^c::-t PRIVATE SEWAGE SYSTEM St Croix
sor INSPECTION REPORT SanvIIV I'e'mrl No
605150
GENERAL INFORMATION IA 4CH T-I PI r~M'I'I'.1= rl"° ID No
a '.n!PTa]G' V.a, nm me. ma': he J-,rh (,r SeG'npaf: C-r[;osas IPO Va:'y '_aN IS JL !"ri rtp'i
Relnlll Fl JP'£ NMQ^f`y '7 arf -Od'Ya!'G ~d~Cc N] ^ n
Don & Chris Vierebbe -OVVN OF TRCv 040 ?197 2' 0`
!C 1 HY F°., :'t''. FM :,r:a'~ Uuc, ernr".•.vorke nge.T.'a~'+:
04.28.19.896A]
TANK INFORMATION ELEVATION DATA
I'disNULflrrfURIER CAPAC!'v STATIOA' r!' HI FS ELE
Icenuc LJ L.~~ -C~,uk Y ~f✓~ - . I•~>. sf
L 30
ski I{'r r' J. I A0
SAL, atlor 3149 se.m...
7 IOU - - _ SVH; tile' P IO.Jq
-O
TANK SETBACK INFORMATION L4, 7L) tom' ?-G)
71" TG -`L ROAD D'.In
I 1
7J~o' ntb:alvr:
_ J
Heade y'7 tL~s.
f 75 105.75
i
0 lv4,trc~
Flnai ~3ra Jr
PUMPISIPHON INFORMATION 1
J.4D il), iU
P•l:;.e Nvrr_•er % 760 IJj,
50
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tin o.,r 'I t~
I=p'~nnrr LL'Ca^I (IA9 Lv _.:rli V~~~ / -
SOIL ABSORPTION SYSTEM
SEDITRLN=N r. PIT 1 -IONS Ni. O'P:'S losm•. t:an Ii!:r f:ep'
vc Cd-'en-r. R
DIMENSI;,NS ~ J - -
SETBACK SYS-BJ T:' I':L - B''_.1G e4-1 L I_AKF;STRE
1%. MAT ION Ty PF I -tn I ?t CHAMBER OR _
-Z LJN1'
O t ~ A Gt?
DISTRIBUTION SYSTEM
MJIf 5 ao'n' • n. p.t 'Ie1C
_1 j'T
- a) U GlJp3
SOIL COVER Pre,bme Systems Only r• Mound Or At ade Systems Only
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COMMENTS: tin-cce :one dlsaenerces pe'scrs oresent, c1c I InspecE_r Irscect-or z:
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I ation Informarinn Vleasc Vrint All (nfor urn
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wpcrty Owns: Mliliae .•,JJr,ts - -
AEU 611 runt ~nia6 rl I, L
/YE 1,.
_ uos _ lJI _ 5 S o 7/S 38G - 97/y C ,r
11. 1'1 PC of Building Icherk 311 tbal app]., l
~lor?f:unily Dwdlme-VUmhc : NCvLc.~ni. q ~ Sabdl~/l ~umc_ _
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r-vi.uug.lcaldn (czplain)
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C%nmgc of i lunlhn ❑ Pcmli! Tlmufcr to tvcw
(f f I y , r Owner
1 ! ya 3f I OW 1 S SNsRmlConthmmirtPoi Check a111hat apply) -
t Iu l :,a:n Prc...; u 0: h,.,wd u At-filed. ❑ Mound _ ?a in. of swlabie x,il Q Mound ? t in. Of su,Wbic sn.E
.r 7;4: ❑llti:o i'.I ',.:d nrnrn. IT 'cy'LU:,I ~Prarta•.mvn rh♦ I:.nL,i I I IL I :~i.pcrsalft7canncnl Area IuLrrmafinn: - ~I
f f;,'n r, f:ifdr ~.-k`\I~nl Stni lppli,.... rt31 ef)d.11~ ,S~1CI.rd -1. 11.\.110) in Ihr11I 1tLli :1" 'i \ 1 :l 1. r:,
Goo _ 1 S /boo / /709.2 °K /dSS oy.
VI. Tank Into - Capmor lol fowl : at\ Li ulSa,ael _ - T
Gallon Ci311onG 1~'rr;. ° j _
Ct~•., Tanl. f 1 do Tmd. ~ 'r
ice. -
- /.750 _ - /aSd . /✓/ESF,c ~a.✓oaE~~_I_ '/-I*__ _
cspondbilim Sutement- t, the undmiened, assume 1 c rymGlhihil'rnr instullatiun at 111u POW I'S Ghnwn on thv auxched pla m,
s Nam IP.mU 1 Ilumi`ar>I i ®J \iPMOBi Nurne, ~Tf)onir Phone Ntoni
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SYSit fit t,ubh En IV~~CpOW, k b t((~
1- Septic tank. effuent Eller and ~1,,' • '
dispersal cell must be Serviced _,famtalned Q om } IC+-bo a a ~~k~t4.~ll•~ 0,
as per management flan rwwir~I d by plumber.
_ I All setback requirements must be rnainlaiaed
-I- I fir„ r' f4!S.
stewater Treatment System
n:.icx and Title Page
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~tunicipality lovvn, Vic, C : of 1,1ta
ounlv
t Number. Block Number: CSN,f Nuinkc:
ubdivision Name' /J i 0~E !T - ~r/~CO
ccl L. , Number:
11_c 1 Index and Title Pa~
je 2 Plot Plan with Cross-Scc:iun & rl:m \ n
3 Scpric Tank Specifications
- POW1 S Owner's Manual & Managemcc:'Li
L~4C .3 POIVTS Ownu
6 Filter lni0m1aia C
r1N
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SEPTIC MANUAL. DA TE. 00/00/00 DA 1L AT nouk
I. ( RUl\ ('M NT)
~jl' ilt I VAIN
IF\,AV'( F AGPH-.A4EAI I~~ - C
AND AUG 31 2018
NEER~SHIP C'1 RTIT R ATION IOW\I
U. ;e1 i'> `'~Y1 ~111_vei\!l(i_~telPl,C Q- - - -r, liti
line Address
rn,perty Addres; 5~~
L}l _
l uar:::chm: rcgn! 'lanui r,. - 7on••1p Pepat;m.nr li)r nexv conilt rtctirr -
1,. Stale _ tic ~1"l L ! 01 v:;
i1.r,rl l:l cru.'l c;u rrn Stu~lhcr ~~4~) "~~q-j
Z(J
ITGAL DFSCRIPF10N
P'.+pertv LocationS)Nj-1, . N ti~,_ I C
1.Ihd1A'ISIOn
C'crtifted Survey 11ap P _MD21yl- _ Volum Pay
rrrraiit ' Deed 0 1,0 is
I. or lmc, rd::ntlfiah:; r..
S1 STI:.~1 ~I;V NTt:N:1NC[. AND 011 NER CFRTIF7CATION
n.p:operuse arid maintenance ofpoursxrucsrsrenj~ncld:csutIn n.~,:;a rra,:::nl.ir-;r.d, +a~;:.. Prop;:
n r; r:c consists of put .ping oul the septic tank ct err, th cx ,car, o :,,:nu_ b..: ' rcr e,r. p,rnacr_ l+: hat r. :r,ti.
_t,:, can af!icl the fimeu,rn of the xpue tank as a treatmcn: sage or the +xa~re disposal sesten). Ua•ncr ntamten:ms
rc,ponstbjhtt" are specified in .Contra- S3..`2(11 and in C'hapicr 12 - Si r'roix Cou-m Sanitarv ordinance.
'fhc property owner agrees to submit to Sr. ( roix Counn• Nanning C Zoning Department a certification fo: n,,
,weer and by a rn:rs[er plumber. )oun)cy-.;tan plumber, : cs[ric;ed plumlre: or a Gcrnsed pumper verifying that i 1) the on-snc
sastewater disposal system ;s III proper operating condition and. or r21 aIIcr u)spection and pumping: of necessary), the septic ::...r.
xs than i3 full of sludge.
I: we, the undersigned have read rite above rcquccnxnis and agree to nta;ntain the prime sew'ave disposal svstem %k 0 c::.
standards set forth. Ircrem. as sci be the Department o[ on1)rte.Ce and the Department of \amral Resources, State of 1iv'isconcn.
e' rtification stating that your sc;:ic s:sren: has been nvamtai
nrd must he zomplcted and recurred to the St. Croix Cotna N't v I I ;
/nnin, Department u Orin 3u d%, o!'thc three }•ear cxpira:ior, da
Uwe certify that al siarcmenrs en this tom to rl..nr'. rP.
I,roperty described above hN v:muc ol'a •.xannnt} dt... „ - - .
Number of bedroorils
SIGNAIt RF.0 )PLI-A.
DATI
~•;:•,E,:n:anon that rs misreprrst a ri n:a': a rt ct tits sanitary porn. i.t•: :11 11,: / ran.; ll:p t:;:r.
' r lude with this application a x.corded ,:_r •
aC rcna• is ntad in nc •.x,u rmt,- '.er;;.
-n - SYSTEM SPECIFICATIONS
_ S:.nn, ianl Q,pacnv _
li Lac T link l„! a - ~SO ,i 1 rl'A~,
P SI[ \ I ! RS - u I'tu rice
Diu -Bcdrvonu(too~pd;hedr- ltpt}1-"~ F,Frluenti-il[a: Almulucturer _tSEST
C7
Intl . r,mna rcu tl l nos _ I Lltiucnt i-alter \iodC! j 4,0C
!o ,-1
Allu ncd butt lavetegcl _ - - - ru rip Ink C pa
aaq,
1T-'---
: `su u flow I D\\ r
) estimated - s I Limp fnnk_ \tanufacturcr
_ GOp gal,'dat. n
-nil Application Rite - amp Uatu (acturcr !
- - _s sal. day, it_ I Pump ,\dodel
I.Ih cnvEllluutl Quintus, r,:71 N :\i 'Yiunthh \.crage t i?rule tlment Ur O
n jp9\A) -
1 a s Ud S Grease (FOG) <30 ra 'L I ❑ Sand C ravel Filter O 1 catFillCr
Biochcmica Osvzcn D..mand (140D,) Mechanical Aeration 0 Welland
Totaf Suspended Solids I FSSj < I Disintiction b Other.
150 IAlanuiacturcr:
_ Model-
>-ctrcacd Bitlucni acting;
oc IuV 011thly Average Soil .iUsoiption Component (0 NA) -
1 Suspe Demand (HOOsi
Biochemical S ;0 m i.-1 >(Irr-ground Igravity)
7 In-ground (pr'essurirrd)
'total Suspended Sn6[s!'CSS)
Fecal ; <3o mJL 1:1 At-made O Mound
Gdiluun l,wmctric mean ' IU hvlllUml. O Drip-line
O Other:
V'cruca I Disuancr Tank Buuum to Service pud: %~T -
'..i tsinmm ElLucnt P;nbcla. Size
l-
- - T%8 inch diameter `ioi vontal (listancc i'anktsl tit Service Pad-
- 90
Dispersal c,ntt Alf,../1I lodc! ]'uinber: ~NF/tI/(AT02 ale
:!ICUlatinns: Q K P
~AiY,SIa:-
Soil Dttpcrsai End Cup !D,spcrsl l Unn LISA)
l'WI: !icaiion Ratc = ;\ru Regained
s Lb _.A err klreoch Width) _U
_ niv;or Total Lenetho ,
Cao --ms - - _ - y123 - - GD
Srt ` -RiTERIA 2 /.TO9. Fri
D ugn nl Pleasure Dislr ibulion \ [,•.Drys lur Septic .tank-Soil Absonnnn S.-s[mains' Publication 9.6 isS\VW> ~iunual) -
r7 1CC Plow Well Mount; Component \daln ul etSmn I?
O "I`/ Plow ublound Component ,Vlanuai" Version 3.20~'lifj7
u SC;D _ :0554-P rtt, I l l 2) ••A[-Grade Component -Manual Using Pressure Distribution" Veision 2.0
XSBD- IU?05-P (Nlii!'U I)"In Ground Soil r\bsugt[inn C'omponznt 7vianual" Version 2.U
O SBD - 10691-P (N.U I?Oi i ...Viound Component Manual` V' CBIOn ? u
O SBD - 1065'.-i' (1(.(,`99):. Drip-line LCfluent Disposal Cumponent Manual"
Other: SBII .'Pressure Listribniion Component I~.lunual" Version 2 0
- ~ -
\INTEYANCE ::\1Vi\ITURING SCHEllCi.E - MAINTENANCE AND IbL\N2kc.F.ENT
Scout L. cot
Fre4uenn _
imp utspccl J, iers.~l ccllls) clean lihcr - Son ice
UI¢<tst once c•.rr 1; months _;veurs :Other.
'i~pcc[ mmn X. pump conunl. alarm. rctrcatinznt uui:
--lush arid frTe" ,A', latc.als -\t 'cast once eten: .:u months v;vcars ,i$'NA
~t ;e%t iris. vcn. month, '73 yeas I'1
"1121 lln AND OPERMC i'o- construe;wn. nrio,
to i- du tOAA75 die k u auncm wtk{sl lot he presence trqau•,u
pr., Iuc s o: olhu chuniads that may inlpedC (ale' lfCam72m process alldioror dim)dae the diSpelbdl ceilw. W high concentrations a i -U-t! me
the ile infiltrative i0idlL! sur uric)i:tcrremoved b,, a szptacc sznTicine operator nrioi to :rsc.-SlAtimstart upAndlnoluccur whca soil collditiu i -n
. ..The property owner is responsible Ibr the operation and luanuenanee of [he POUTS and submission of required reports. S.
uuailt)' of the w'aslea'atcr stream will affect the performance and lengzvih. of your POUTS. The installation of water-saving . • , .
lisnnes along with prompt repair of leaks reduces the <.-astctcater volume. Also tine brine or waste bout aver softeners. iron c iutJ t;- -
other clear water bcatmcnt dul ice; and inundation drains should he dischm-ecd to the 1-mund sunacc whenever possible. Note. this doe:: r
include laundry waste. showers. dishwater. etc. -
'Chas system is designed to handle domestic swcngth wasicwaia: however. the disposal of trod based greases. uils, vege[abie/truit pcc::..
seeds, bones, and food solids, such as those produced by a garbage disposal should be minimized Toilet tissue is the only paper that shuuL:i
be discharged into the system. Other non-biodegrnda6lc ;teats, xoeh av bnhy .rape, umtpons, sanitary napkin condoms, cigarene b~in
dellial noss, and CUMIN Swabs, Ititt C!'C:.hb c`(siClll. ?CFI I;',I Ii S. ' Cpl 8C I7("II°I,'~ ~I~ hI'pLl 115 jl!lia:, a _ l'CI;7
nltc w-ncronnt A,;c ars.'tua""""liow by'I"'-doins lattndIV washing throughout the week. A voidv eh icle lra It icover
i';ystrm components. Compaction o fsnow over die dispersal unhmay ea use it to freeze up.
'NSPECTIONS & MAINTENAVInspection shall be made by an individual cam•ing one of the fallowing liucnsrs ur
. rti lications: Master Plumber. A9astcr Plumber Restricted Sewc, pi )\4•LS ,Maintainer, or Srptagc Set vicing Opcrautr Ipcr the attached
I:ntenance Sehedulcl, lank inspections must include a visual inspection of the tank to idcraily any missin,g or hroken hurdwarr
.:nity any' crack. or leaks, measure the Volume of combined sludge and scum and check far any backup or pondin u ol'eflluciu to roc
1.~,:nd surface and test all cleciricai equipment welt as pumps and alarms. ,\n) defects shall he fins y corrected. Exposed opl
n1rr than 8 inches in diameter shall be secured with effective locking devices 10 prevent accidental or unauthorized entry the tanks.
Ern the combination of sludge and scum in any lank exceeds one-third ( l:',) or more of the tank volume, the entire con',-,,
lk hall be removed by a Septa, e SCrvicin, Operator and disposed of in accoid:uice with Ch. NR 11;. Wisconsin Ad❑
tic scn icing mechanics trust be provided d t entcal is'- 15 feet or if horizontal is> I ill feet and instructions to be provided b~ "
-~o.tt let Biter(s) sha ll be inspected and cleaned to remove any accum ulated sol ids accord ingto m:mu fact ure('s spec i ticaam1;, 161..
i :led from the tiher shall be rctaired in the tank. Filter cleaning, may be necessary at more. frequent intervals than „1 i, il.
Ec'nanceschedu le to keen the system operating.
I'nu should be tested on a regular basis by the home uwnci. Ifan alarm sounds, contact an individual licensed to service POV
i s re. is no mall. a I day reserve under regular operating conditions, however water should be conserved until any problems w iEJ-. i.~
:rr are corrected to prevent back-up of sewage into file dwelling or surfacing.
\N DONYIEN'r: When (he. PU R'TS tails and/or is permanently taken out of service the following steps shall it n',, rr. tit., r.
l ,.,stem is ptopci IV and su(.ay uhandnncd in compliance with Ch. SPS d$:.d.i. Wisconsin Admin. Code:
pilling, to tanks and pits hall be disconnected and the abandoned pipe openings sealed.
lmtents ol'all tanks and pits shall be removed and properiv disposed of by a Squage Servicing Oper:m,:
pumping, all tanks and pits shall be excavated and removed or their covers removed and the Von.
or othct inrt solid nrncrial.
!-I .C; liNCY PLAN: I f the POW "I'S tails and cannol be repaired file loliuw•ing measures have been. or must he taken, to pro, i,l.
Ili iilfi:un replacement system.
,unable replacement area has been evaluated and may be utilized fir the location ol'a replacement soil absorpl ion system.
replacement area should be protected liven disturbance and compaction and should no, be infringed upon by re(Iuimd sed .
Elora existing and proposed structure, lot lines and wells. Failure to prwcct die replacement area renders it unusable. Replace
systems must comply with the ivies in a iect it rite time of replacement.
't sunab)e replacement sled iN not available due to setback andror soil for letfons Barring advances in POW IS teclmol,
~oldine; tank may be installed is t la,: resort to replace the Iaiicd POWTS.
.ire site has not been evaluated to identity a smlahlc replacement area. ',"rpun failuo: of the POX'19S a soil and site evaluation .i.,.,
be perfiormcd to locale a suitable rq,laccntcnt an:::. II no ruplaccn l area is availablr a holding tank may lie installed as
: sou to replace die tailed POWTS.
%haind and at-grade soil absorption systems may be reconstructed in place following reniova) of the bion,at at the intihr,iii
wrfucc. Reconstruct ions o I such systefuS must comply with the rites in efticl at that time.
UNfXG!! S_EP-11C, P11111, AND OTfIER IRE'AINIENI T:\SKS MAY CONVIAN LETIIAL GASSES AND/OR IN:SUHIK II.NI
Ei (t N. DO NOT EN I R A SF:1'I'IC. PUMP. UF2 OTHFIC 'rREATNIEN r -TANK UNDER ANY CIRCLMSTANCES. DE X I!1
t 1 RIZSI!LT-RESCI!h OF:\ PP:I2SON PROM1i Ttl li UA"I'F.RIOR Of:A-TANK r\7Al'' ItE DIF'F IC'CLT OR IMPOSSIBLE.
P( m I'S INSTALLER _ POWTS MAINTAINER -
-J N:m,c EGKE ~Guwdi,jG_
j Phone: z/5- 1.72 -S.7496
Phone:
SFPTAGE SERVICING OPERATOR (Pumj)cr) LOCAL REGIILA'rORY AL'I'HORITY
Name: -
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Of scoMn l3eoa iTeomme ce SOIL EVALUATION REPORT
sror of Safery an it ^ par
in arlardance with --wn 2S .Y if A,Im nde
{Count' -
Ana Ch ~ "te V, pill, nr1 r1per not Bess thar it ';2 r 11 1Uhes in size. Plan must -
Ivde uut not timiled :o. vet oar ar:d lvl,z- tai refereme ports (B"; direo,w and t Panya C,
slope, Stile or diwprs.c-s nord, artow..aM locannr and d,stan a l- nea-#m -nar:
Please Print all information. Hevrewe~cy r / p.,lu j
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rr*,{1PnyrOWTlefs MarllrlB AddreSf 1 - t.
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Boring it
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El lumt p• _ BOD. > 30 < 220 e L wvj TSS,3C < i50 r+ti' ' ERbupre Irl _ 60U. 30 ng1 arN TSS 3r mr t
I~CST Name (Please Print) S CST Murrill
Slid Plumbing, inc Shaun Bird 226900
^ _ "b•Ernb, r ntl•.' b[R.n 'vmlrr
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Project Name John PAcLeod Soil Test Plot Plan
'01:1 Lill Bird
Address .;62 High R dge Dr
Hudson Wi 54016
('S I'LL #22l000 -
Lot 24 Subdivision High Ridge Ct. lst. Add
Date Pr12/15
1/4 NE 1/4S 4 T %'8 N/R19 W -
Township Troy
Boring ( Well III, Propcrtc Lint. County ST CROIX
RBI Ir Rp Assume Elevation loo it. Top ` p pe
System Elevation 95._'V SO92-.5 •HRPSruneasBerchmark
F _
SC111C I,,, I
1.1111Css cithet-wLse
noted
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WisooFhsn epa nento orrhmeree SOIL EVALUATION REPORT Page _of
DrAsim of Safety and Buildings - -
in accordance with Comm 85. Wis. Adm Code
Attach complete site plan on paper not less than 8 112 x 11 inches ,n site- Plar. must COtsnN ~ ~ ` ~ ' r
include, but not (muted to vertical and honzontal reference point (BM), direction and Panel LD.
percent slope, scale or dimensons, north arrow, and location and distance to nearest road.
P/ease print all information. Revie by Dale
PMMal mfomsaUnn yW prwod may M used for aecoodary Wrpoles(Pmacy Law. a I504(11(m)I - / -Z
Prop"0ivner Property Location _ f
J 9 Govt Lot1;4 1r4 S T l Q N R n E fo (vv
Property Owner's Mailing Addre Lot # Block If Subd Name or CSM#
Crty /J le Zip Code Phone Number 1) City C] VJlag Town Nearest Road
.Jl d/a^
New Construction Lsea ReWential / Number of bedrooms Code derived design flow rate G GPD
❑ Replacement ❑ Publr or commercial - Describe
Parent material Flood Plain e(evatan if appLwble A.
General comments _
and recortvrhendations: acct/ /L~2 /
;stem Type ystem Flevation -
Boring p ~~❑l1 Boning
F W Pit Ground surface elev.-~1=-1-fl. Depth to limiting factor & in. Soil Application Rate
Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots GPD,.IP
in. Munseli Ou. Sz Cont. Color Gr. Sz Sh. 'Eff#1 'Eff#2
5W - &I
Boring # ❑ Boring
u & Pit Ground surface elev/O`, ft Depth to limiting fadol,/,Z(L in. Soil ApWoi Rate
Honzon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots GPDt/f
in Munsell Cu. Sz, Cont. Color Gr. Sz. Sh. •Efl41 'Ef-f7#2
i
Effluent #1 = 900. > 30 < 220 marL and TSS >30 c 150 racy ' Effluent #2 = BOD, < 30 nxA and TSS < 30 nql
CST Name (Please Print) S1 0 CST Number
Bird Plumbing, Inc. Shaun Bird 226900
Address Date Ftaluation Conducted iolephore Number
1432 120th St, New Richmond, WI 54017'
~i/;. 715-246-4516
parcel lD # Page of
U Eionng
Bain #
Ground surface elev. 1 d5 ft. Depth to limiting factor in.
!Foy Appricztion Rate
H:xiton Depth Dominant Gdor Redox Descnpton lexture Structure Consistence Boundary Roots GPONf
in. Munsel: Ou. Sz. Cant. Color Gr. Si. Sh 'E"'I •Eff#2
7
124
❑ Bonng
Boring #
pit Ground surface elev. _ 11. Depth to limiting factor in. Soil l.caI on Rate
❑
I wdzon ePttl Daninant Colox Rados Description Texture Structure Consistence Boundary Roots GPUrfF
D
in. Munw!I Ou. Sz. Cont Color Gr. Sz Sh 'Ef1#1 'Eff#2
MM NIT-'r , DEVELOPMENT
Boring Of Bonng Ground surface Dieu. K. Depth to limiting facto _ in.
E ❑
❑ Pit Sort icetion Rate
Roots GPDRf
Horizon 7ePth Donunant Cola Redox Description. Texture Structure Consistence Boundary
n. Munsell Ou Sz. Cont. Cola Gr. Sz. Sh. 'Eff#1 'Eff#2
MMUNI DEVELOP ENT
Effluent #f = BOD, > 30 < 220 mg,1- and TSS >30 < 150 M91- ' Effluent #2 = 800, < 30 mgryL and TSS < 30 mg4
Thu Department of Commerce is an equal opportunity service provider and employer. if you need assistance to access services or
need material in an altemate format, please contact the department at 608-266-3151 or TIN 608264-8777.
Project Name John McLeod Soil Test Plot Plan
Address 562 High Ridge Dr. Shaun)r, rd
Hudson Wi 54016 - z
Lot 24 'CST NI //226900
Subdivision High Ridge Ct. 1st. Add pate 2/12/15
SE 1/4 NE 1/4S 4 T 28 N/1319 W
Township Troy
Boring Q Well pl, Yropert3, line County ST. CROIX
BNI or VRY Assume Elevation 10o ft. Top of 2" pipe
System Elevation 9&.5 9f92,5 *HRPSame as Benchmark
%10' Properly Line Seine is 1 _ 40'
unlesS otherwise
noted
345' Property I,inc
45'
40' BA1."
45• '_0' 90'
13 3
B-2 (ill'
106'
To I li,h Ridge Di.
I8 "r Slope 108'
B-1
110'
556' Properly Line
SOL PRJHLF 2FKRIP i ION
o:ener: SCN,t1 _/rI~}G«0p CST:
~/~Au.~1 rRD -
Svs:cm Fl v. Propes d:_- -ft Sys!. Rank- b to t I d Fartc:_5
# Fiwatior.: /Of. y # Z. --icvatior. 9 9 # 3 elevation: OS
Boring Boring Boring
Pit ;k Pit A Pit
/v 8
- - - - - - - - - - - - -
sl
toy lob
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