HomeMy WebLinkAbout040-1326-22-000
Wisconsin Department of Corrmeru PRIVATE SEWAGE SYSTEM County: St. Croix
Salety and Boedug Drvwon INSPECTION REPORT Sanrary Pormk No'
GENERAL INFORMATION (ATTACH TO PERMIT) state Plan IC No: n J
Personal intomlahon you Drovde ewy tie used for seconoap• punx'"s (Priva N 1 ae, s.15 Im (1)(m)l T -
City Village T^W^s'+'^ Parcel Tax No:
Pcm. it Holders Name:
I p c c r dhf0 - i3z6 - Z2 -
CST BM Elev: Insp. BM Elev: BM Descripb SecaoMown+Ranga'Map Nn'
gz 2- G5T 17, z-1 7. i r
TANK INFORMATION ELEVATION DATA
TYPE MANUFACTURER CAPACITY STF-ION BS HI FS CLEV,
JJ7, y Benchmark 1-7. r 217
Septic vt~
ill- F.
_ AIL BMFAAk ~ 1.-. G O t.~- ✓ r I `~7`
;
F:4 L-1
Aeration Bldg. Sewer ! r '?9 2
molding SVHt Inlet -7-3 •11 Y
SUHt Outlet 7.5 y], z-
TANK SETBACK INFORMATION
TANK TO PfL WELL HLDG. lent t it Intake ROAD Dt Inlet in -i"'k Septic )f~ _ , 0 5 Dt Bottom
Dosing /vr'1' _ Header/Man. 5 y Z z
- Dist, pipe 9/. LZ
Aeration 9/` l Z
Holding at System D• 9e ; zt O
I ~
Final Grade f ~ 94.0
PUMP/SIPHON INFORMATION f
Manufacturer Demand St Cover (o
GPM
Model Number
TDH UN ( Friction Less System Head TDH - -
Forcarnain `Lang W,,-- DisLw Well
SOIL ABSORPTIO SYSTEM
I'+.~ue Dia Liquid Depth
PIT DI NAI€ SIONS No DI 'i's
BED(rRENCM 'Nidth Long No. O` Tmncbes f ~ I~ ~ ~ DIMENSIONS Z ct-4 ,U
SETBACK YSTEM TO P& BLUG WELL LAK
EYSTRFJ^dd LEACHING Maoufacl::rer -JCHAMBER OR INFORMATION T Of SysemUNIT Model NU ber: nJ79,
DISTRIBUTION SYS EM vcaderrManilI Dctnnulan Hole x le SDenng
H Pipe(s) englh-7 -D:a 7 Length_ _ Da.- SDaciO9 _
SOIL COVER x Pressure Systems Only xx mound Or At-Grade Systems Only xx Mul` d
DepUr Over Depbr 'OW I xx pfeDlh of xx Seeded 'Sodded
Bedrrroncn Cenlcr Q BeaTrem;h Fnges Top` oil \ Ves I_ No ,...Yes Yo
1
:
COMMENTS: (Include code discrepancies. persons present. etc) Inspection #1 Inspection #2:
Location: 1163 230TH ST t-OcL
1.) Alt BM Description = (r/ (8f~A ^61`
o+r~
2.) Bldg sewer length = $ It d r- n
2, '
-amount of cover = 4-1 42, 6 n
Plan revision Required? I_ Yes F/No I I I - I
Use other side for additional information. ~I - Cert. No.
Date Insepctofs nature
SUD-6710 (R.3/97)
- -
> - . • Safety and Btakhnrs DpAsbn
I ~ i.0 5 201 W. W as?tington Ave„ P.0 Bna 7162 Sannan Pema Number (m he tilkd m b) a i
t \ PS phadlsu(.\M 53707-7152
; r ant State Traasuvnn Nt~bc -
p►
Caty Permit Application - .
In asa„d= wWi SIN 6 It6 W,, Adm rode, subnns..v f thn form to the appropriate V, .I teuf_
K Mquved 111), to obtauunK senimn' nctmn N tc Apra won fmras to, tare f,aned I- W'r % IC ~:t ,~ddras : if 1 nom; mai _w ito~ addims_ . I
;}sc :)cparmeate f Saiers and Protrswnal Se in Fm sal in}umy,nn :m picvide cloy he tti ,V Z9
:uryosezma:.ordance NUh Mat r`neeey lac s I?_(~:,lr~l Stars. _ 6
1. Application lnfnrmat_ion-PI e _ t- Information 6y'~6C6~~;1 )+-f
r Yr;.'pmiv Cnsn-'s Nsmc - ,q I
n n I 3 Cj`l ) ri 7 a- L~ s
ct rty osvucr's Mailing Address Prope:ry I.neatioa
r\ [ r)
tm'.Stare /m Code PhomNurn6v
ck 7
TN R F
,-I[. Type ii( Building (cLak all that apply ~ Ln a - -
la-w{n 7 fartuly lhvelLng -Number of liedtoar _ Su:'division Harm
-7
_ Block
X.
Pubbv'C:onunaual Ikv:vihc a:.
~yC"6-k _Ot) ef___
' Stale Owe :d-iksmhr Csa CSM N:nnby \'llnyr u(__
Cttlzo~za za c ~ _ _ ~1~.~,f 1 i~--
Ilf Type of Permit: (Chak only a boa u hat A. Complete line R if applicable) _ ~7
A bew Systevi U ReI.laccrmrt S stem :'Iiemmenolml Lt Y
} yt:au ftrpla:rmeot IA:s I f_lrha hfodrficauto Lt -xeninp $ystrm letp:auri
s_ _ 1
I.ia Pmvious Permit Number and Ure Issued
R. I u Pcmn Rcnrwsf ~1 Pr_nut fteoicwc L i'hm:ge of I'hunher - .Yeovil ltanSla In hew
Rcfof [npuazmn (Ruin
_ cy '
R`. TYpe of PO"'I., ''S tivsttm/L•nmpooeoNDevicr (Check all that apph'I
,„you-Ponsu.mrrd V~ i5n ~nraJ Ln Gr.eu 1 Ai Grin 'I-1 Mmmn: 24 w. ofmirable soil L <24 e. of suitable ^
lioldm 7cik ~~tkhtt i)i~.~ersall vulrnwrirt :raplaei .:lhenannrnt liev,re lcxplaml~ ~
V. DnjtersaL (rear t Area Info, mason _
!»+pnFlsw r.ptl I)rri„rCoilApphunrwItn< f) i)ispcrsalAresRegoUnd(st) DvtD_ rzaiAreaPro se (sf) ~5999}ttcmF.lnari
12 Cq_7 r r~._ _ %t
r L Tank Info m Taal 4 of Manufacmrn G.11"., (iallom 1!mts I ~ c ~ I .
u
Ncw Tanks yslmg Tacks
.
Mti T 444
Sew ~nF .Lat.
YO. Responsibility Statement- 1, Mr uadervpmA, asst' r ponoldlirv for installaoun of the POW IN shwro oa the attached Plato -
i~n c\nn~ T'i m:h , - -Flom army
L _ 1 ~Sp/~fYRS ~u[nber Ausuuu Phuoc Nambn
' ~<<-( nZ) j/~N~
Plumbs 5 AdJt'ss (Stied, C^ St-m. L f
4 ouu t artment Use Only
Fe✓e~ •bbl ?)are hued l Lsuwna rSiParmr
\1Z I .Alrnov c4 ! rive Pamir
-~`iw nvcuA n[n lXn:a: S~Vs/ Ll/
IX Conditions f r Dis pproval
1...tank, eiitx ,il~P-'n~ 00
roJi ~Caa~
cospec:`r cell must a'I be ~ : ' , i
as per maragement plan p,r ,luec bV plu-nbe:, t11~/I,~pt~J~4, lsl~ ~yyf' ryT~^^'~+`~"~
2. All al k rWWrertants mwjl be 1-saint. x,t i
as per v9pikabla code J irdinartem.
-.n.<n r:~ ~.a.pkc plain te. rat: nmrm test s.eui4t~m\,hr e~..1ty enlr « gpea.w ire m.v x rat s t t . ee~ u s¢e
SBf>-6398 (R. hill)
s~ 6mme - A*A - ~
System PLAT PLAN
PROJECT DCCI ADDRESS P.O. Box 455 New Richmond Wi 54017
NW 1/4 NW I14S 17 /T 28 N/R 19 W TOWN Troy COUNTY ST. CROIX
SYSTEM ELEVATION 90.0/89.8/89.6' F below grade 10,119/16 4
DATE BEDROOM
CONVENTIONAL XXX CONVENTIONAL LIFT HOLDING TANK
MOUND SEPTIC TANK SIZE, 1255 gallons LIFT TANK SIZE DOSE TANK SIZE
HOLDING 'TANK SIZE LOAD RATE: .5 ABSORPTION AREA 1216 k of chambers 60
BENCHMARK V.R.P. Top of 1" steel pipe ASSUME ELEVATION 100' Filter Lifetime Filter
❑BOREHOLE' WELL •II.R.P. sameasbenchmark
164' Property Line
Scale = 1/4" = 10'
ID
20' drainao I to
137' 49
il ( 30'
Property 'ty B-5
line
^0, X 82' Cells with >3' spacing
B-1 Vents
,0• 4U'
V~ 40' B-2
} 4
B.M.*
k 3
135' 4~ Pro 4
Bedroom
House
Vent
>6„ Quick4 Standard
of Cover Leaching Chamber
with 20.0 ft2 of Area
S.Gft^?Ipair of end caps
4' Long 12"
Grade at System Elevation
34
All piping shall be ASTM SDR 30/34, within
10' of tank, piping shall be AS'FM F891
CV R
Cover Page
Shaun Bird
Bird Plumbing Inc.
1432 120th St.
New Richmond Wi 54017
715-246-4516
Date: 10/18/16
Owner:DCCI
Location: NW1/4 NW1/4 S17 T28 N,R19W 373 Meadow Valley Trail Troy
Manuals Used: In-ground absorbtion system (version 2.0)
Page#
1. Cover Page
2. Plot Plan
3. Chamber Cross 40ion
4-6. Maintanance ght Contingency Plan
7.Filter Cross Se do
Signature
License numbgr #226900
System PLOT PLAN
PROJECT DCCI ADDRESS P.O. Box 455 New Richmond Wi 54017
NW 1/4 NW 1/4S 17 /T 28 N/R 19 W TOWN Troy COUNTY ST. CROIX
SYS'T'EM ELEVATION 90.0/89.8/89.6' 5' below grade 10/19/16 ISKDROOM 4
DATE.
C'ONV'ENTIONAL XXX CONVENTIONAL LIFT HOLDING TANK
MOUND SEPTIC: TANK SIZE 1255 gallons LIFT TANK SIZE DOSE TANK SIZE
HOLDING TANK SIZE LOAD RATE .5 ABSORPTION AREA 1216 g of chambers 60
BENCHMARK V.R.P. Top of 1" steel pipe ASSUME ELEVATION too' Filter Lifetime Filter
❑BOREIIOLE 0 WELL *11.R.P. sameasbenchmark
164' Property Line
Scale = 1/4" = 10'
20' drainage Easement
137'
30' 80'
Property 13-5
Line
30' 3-3' X 82' Cells with >3' spacing
B-1 Vents
70' 10' 40
40' B-2
S'1
B.M.*
30'
135' Pro 4
Bedroom
House
Vent
>6.. Quick4 Standard
of Cover Leaching Chamber
with 20.0 ft2 of Area
5.6ftA2/pair of end caps
4' Long 1
Grade at System Elevation
34"
All piping shall be ASTM SDR 30/34, within
10' of tank, piping shall he ASTM F891
Cross Section of Quick 4 Standard Leaching Chamber
Typical cross section for 2 of 3 cells
Quick 4 Standard
Leaching Chamber with
20.0 ft2 of Area per
Chamber 5.6ft^2 pair of end plates To be >1' above grade
/ Finish grade elevation
Typical Installation i 95.0'
Vent 01 Grade Vent
4 4
X30/34 Septic Tank
4' Long 1 " 5' 4' Long 1
Grade at System Elevation
34 Grade et SYSICin LIeVffiipn 34"
Spacing 5'
3-3' X 82' Cells
Observation tubeNent
Same on other end To be located on end of Cells
%A
B
System elevations: C
A 90.0'
B 89.8'
C_ 89.6'
20 chambers per cell
POWTS OWNER'S MANUAL & MANAGEMENT PLAN Page - of
FILE INFORMATION SYSTEM SPECIFICATIONS
Owner Septic Tank Capacity
-
Permit ❑ NA
hp -
Septic Tank Manufacturer l ❑ NA
DESIGN PARAMETERS Effluent Filter Manufacturer 0 NA
Number of Bedrooms O~NA Effluent Fitter Model % 0 NA
Number of Public Facility Units -I6NA Pump Tank Capacity _ gal 0 NA
j Estimated flow (average) al/day Pump Tank Manufacturer NA
I Design flow (peak), (Estimated x 1.5) gaVd~ Pump Manufacturer NA
Soil Application Rate al/da e Pump Model MA
i Standard Influent/Effluent Ouality Monthly average' Pretreatment Unit NA
Fats, Op & Grease (FOG) SW mg/L 0 Sand/Gravel Filter 0 Peat Filter
Biochemical Oxygen Demand (BODs) 5220 mg& 0 NA 0 Mechanical Aeration 0 Wetland
Total Suspended Solids (TSS) 5150 mg/L 0 Disinfection O Other:
Pretreated Effluent Quality Monthly average Dispersal Cell(s) 0 NA
Biochemical Oxygen Demand (BODs) 530 mgA. 321n,Ground (gravity) O In-Ground (pressurized)
Total Suspended Solids (TSS) 530 mg/L )NA 0 At-Grade 0 Mound
Fecal Conform (geometric mean) 510' ckdl00ml 0 Drip-Line 0 Other
Maximum Effluent Particle Size in dia. 0 NA Other 0 NA
Other - Other:
NA ❑ NA
'Values typical for domestic wastewater and septic tank effluent. Other 0 NA
AINTENANCE SCHEDULE
ZE Service Event Service Frequency
inspect condition of tank(s) At least once every: 0 morxh(s (Maximum 3 years) 0 NA
~1 year(s)
Pump out contents of tank(s) When combined sludge and scum equals one-third ('h) of tank volume 0 NA
eve - ❑ month(s)
inspect dispersal cell(s) At least once ry
(Maximum 3 years) ❑ NA
Clean effluent fitter At least once every: j 0 month(s) 0 NA
/ f2vyear(s~
In ed 0 month(s)
sp pump, pump controls 8 alarm At least once every: 0 year(s) NA
"lush laterals and pressure test At least once every: O month(s) -
_ ❑ year(s)
Dtlrer. 0 month(s)
- At least once every: ❑ dear(s) NA
Dther: - -
NA
MAINTENANCE INSTRUCTIONS
Inspections of tanks and dispersal cells shall be made by an individual carrying one of the following licenses or certifications: Master
Plumber; Master Plumber Restricted Sewer; POWTS Inspector; POWTS Maintainer, Seplage 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 levels in the observation pipes and to check for any ponding of effluent on the ground surface.
The ponding of effluent on the ground surface may indicate a failing condition and requires the immediate notification of the local
regulatory authority.
Afihen the combined accumulation of sludge and scum in any tank equals one-third or more of the tank volume, the entire contents of
khe tank shall be removed by a Septage Servicing Operator and disposed of in accordance with chapter NR 113. Wisconsin
Administrative Code.
All other services, including but not limited to the servicing of effluent filters, mechanical or pressurized components, Pretreatment units,
and any servicing at intervals of 512 months, shall be performed by a certified POWTS Maintainer.
A service report Shan be provided to the kxxl regulatory authority within 10 days of completion of any service event.
Page of
START UP AND OPERATION or other chemicals thtjt
For new construction, prior to use of the POWTS check treatment tank(s) for the presence of Painting products
use dispersal call(s). If high concentrations are detected have the contents of the
impede the treatment process and/or damage the
tank(s) removed by a septag servicing operator prior
System start up shall not occur when soil conditions are frozen at the infiltrative surface. is restored the excess wastewater will be
During power outages pump tanks may fill above normal highwater levels. When power
discharged to the dispersal cell(s) in one large dose, overloading the cell(s) and may Ssultin the ~ opr?n«restoring discharge
To avoid this u~tact a Plumber or POWTS Ma ntaltank remove ner to assisting anuallly operellng the pump controls to restore normal levels
affluent pump or
within the pump tank.
Do not drive or park vehicles over tanks and dispersal calls. Do not drive or park over, or otherwise disturb or compact, the area with n
15 feet down slope of any mound or at-grade soil absorption area. prolong the life of the POVJT
Reduction or elimination of the following from the wastewater stream may improve the performance and
; disinfectants; fat; foundation drain
antibiotics; batty wipes; cigarette butts; condoms; cotton swabs; degreasers; dental floss; diapers
(sump pump) water; fruit and vegetable peelings; gasoline; grease; herbicides; meat scraps; Medications: oil; painting products;
peeticldes; sanitary napkins; tampons; and water softener brine.
ABANDONMENT
When the POWTS fails and/or is permanently taken out of service the following steps shall be taken to insure that the system is prope' y
and safety abandoned in compliance with chapter Comm 83.33. 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 fined with sinil,
gravel or another inert solid material.
CONTINGENCY PLAN
If the POWTS falls and cannot be repaired the following measures have been, or must be taken, to provide a code compliant
replacement system;
-A A suitable replacement area has been evaluated and may be utilized for the location of a replacement soil absorption system.
The replacement area should be protected from disturbance and compaction and should not be infringed upon by requited
setbacks from existing and proposed structure, lot tines and wells. Failure to protect the replacement area will result in the need
for a new soil and site evaluation to establish a suitable replacement area. Replacement systems must comply with the rules in
effect at that tlme-
❑ 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 evaiuation
mat be performed to locate a suitable replacement area. If no replacement area A available a holding tank may be installed as
a last resort to replace the failed POWTS.
❑ Mound and at-grade soil absorption systems may be reconstructed in place following removal of the Nomat at the infiltrative
surface. Reconstructions of such systems must comply with the rubs in effect at that time.
<<WARNING>>
SEPTIC, PUMP AND OTHER TREATMENT TANKS MAY CONTAIN LETHAL GASSES AND/OR INSUFFICIENT OXYGEN. DO NOT
ENTER A SEPTIC, PUMP OR OTHER TREATMENT TANK 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 POWTs MAINTAINER
Name { Name
Phone ~ Phone rl'
SEPTAGE SERVICING OPERATOR P MPER LOCAL REGULATORY AUTHORITY
Name t Name _
Phone Phone t
This document visa drall d in compliance with chapter SPS 383.22(2)(b)(1)(d)d.(f) and 383.54(1). (2) 6 (3). Wisconsin Administrative Coda
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SHMC TANS MADamjANCE AGREMWmNT
AND
QV CERTIFICATICNFORM
Cro/Buyer
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PfopertyAddr ss' 1"t ow TvlctV W 1
(vat m: 15ma Planning & Zoning Depart new for new )
city/stdo Parcel Idta Ucation Number
Liam DZBCi LM- ON
PmPaly LoteatioanC. i , 2 V- I'/., Soc. ~ T,=,JNRL'_VY, Town Of //,71"
Subd irlakn 1 W !Err '"~O Lot# G
car>EIlsed 8tarvey Map f V~itrmc . Par # Warrouty heed # - Volume , Page # _
Open howw no Iot)iara idmmsrbla(~ no
SX877~MMAIIVTMA= AND O A RTU2CAnON
hapeopac we tad m deta mm of year up& system waW nosh in fit ptdtaatao faihtne to handle waata. Proper
mahata ranee codas ofpumpmg oat Aar eeptic awk every three yarn or mccor, it needed, by a beeared ptmyer. What you per iaoo
do ryagma as a>£eot dw ffactim of the septic laic to a keatmep stage into ware disposal system. Owner maiotatame
responsbUtiu are tpectW in JCCoan. 83-TAI) and in Chapter 12 -S1. C robt Coutdy Stod4ty OrdfWWe.
lu ptoysty owner ogre" to atbndt to St (Pout Cocaw Piua:bn A Zoning Department a occttBosQon fawn, signed by the
owner and by a raper plaaber.,jom nsymm plmkcr. restrinted'phmbtr or a Hoeneod pampts vodfyaai the! (1) the mute
wadm ter dWoal gataa is in proper t ooaed(tfam urdlor (2) alter ineptotiem mrd pmnplag (if n cesrary). Ae wpdc tank is
lea limo 16 ihn ofemdge.
standards an dw ~ the above requirement; mad -am to n datrin the trouts e"w"e, dirpoW FM= with em
by Department of Commerce and the Dspattmeot of Natural RMOMoea, State of Wfaeworm
CadSeatim Wong that yamr wptic ryrtam bar beenmaf Wind amrt be ow pleted and retuned to ate St Croix Cmmty PLrmroa do
Z=ing Dtq*twW w hWu 30 days oft to ftate mgphrtdon data.
Uvta aardl + dead all ahrtenrtmab an lids are troe eJ iba bat of ayloar boowbdgtr. V" amhre din owner(r) of the
pmpwW de atW above, by virtue of a deed moorded is Repaint ofDaetie Men
HawHer bedrooms r `2 ! r
.4- V SIGNATURE OF APPUCANI'(S) DATE
""*Any inibma4om that fa mieropc anted may remit in the unbauy patron being mvokad by the Plancia & ZoaW DM%;ftsota.
lxlode wJ& fb1/ applitadau a reowded watnltty deed from flu ReStAw of Deoda Ofte and a taopy of the amtifiod savoy map ff
rtt$tooe it ms& in do war=mly deed.
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Departmentot < ,r• SOIL EVALUATION REPORT #1761
S P S Safeq end in accordance with Comm 85. Wis Adm Code Page _ 1 or 3
Professional SevAces. Schmitt Sod Testing, Inc
Attach complete site County
plan On paper not less than 8R x 11 inches in size. Plan must St. Croix
include. but not limited to. vertical and horizontal reference 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. Rg~:4, Dal
Personal information you provde may top used for secondary purposes (Privacy Law, 5 15 04 ( f l iml)
Property Owner Property Location
DCCI Land Planners Govt Lot NW114, NWt/4, S17, T28N, R19W
Property Owner's Mailing Address Lot # Block # Subd. Name or CSM#
1505 Hwy 65 P.O. Box 445 22 Meadow Valley Of Troy
City Slate Zip Code Phone Number City Village Town Nearest Road
New Richmond WI 54017 Troy East Cove Rd
New Construction Use Residential I Number of bedrooms 4 Code derived design flow rate 600 GPD
Replacement Public or commercial - Describe. ~~7.0 ~,tL, _Xl
Parent material Outwash Sand Flood plain elevaton. if applicade NA ry.
General comments Area is suitable for a conventional system with a 0.7 gpdisgft rate. Possible system elevation for A19a 1 is 90.0' Slope is 1
and recommendations. B 3 ZAL~ d a 42~ zcbl e
T Boring # Bonng -
Pd Ground surface elev. 95.17 tt Depth to limiting factor 108+ In Sod Application Rate
Horizon Depth Dominant Color Redox Description texture Structure Consistence Boundary Roots GPDW
in Munsea Ou. Sz. Cont. Color Gr. Sz Sh 'ER#1 •E e#2
1 0-7 10yr3/2 none 51 2mgr mvfr qw lvf 0.6 1.0
2 7-16 I 10yr3/1 none I 2fsbk mfr CS lvf 0.6 0.8
3 16-25 10yr3/4 none sit 2fsbk mfr gw lvf 0.6 0.8
4 25-38 10yr4/4 none sici 2msbk mfr gw lvf 0.4 0.6
5 38-47 10Yr4/6 none sl 2msbk mfr gw 0.6 y 1.0
6 47-60 10yr5/6 none grcos Osq ml gs - 0.7 1.6
7 60-1081 10yr6/4 none s Osq ml 0.7 1.6
Boring Ilk .
2 ]
F ng
Bon # Pit Ground surface elev. 94.55 ft Dqp:oro hmdmg a to 110+ m it Application Ratel
Horizon Depth Dominant Color Redox Description Texture Structure IConsrstenc9 Boundary Roo GPD/ft'
in Munsell Ou. Sz. Cont. Color Gr Sz Sn 'Efnn •Ertw2
1 0-14 10yr3/2 j none sl 2fsbk mvfr ! gw lvf 0.6 1.0
2 14-30 10yr3/1 none I 2fsbk III cs ivf 0.6 0.8
3 30-35 10yr3/4 none sit 2msbk mvfr I qw lvf 0.6 0.8
- I i. -
4 35-49 10yr4/4 i none sl 2fsbk mfr gvv 0.6 1.0
5 49-58 7.5yr5/6 none grsl 2fsbk mfr qw 0.6 1.0
~ - -
none grcos Osq ml as 0.7 1.6
6 58-70 I0yr6/4
7 70-110 10yr5/6 ! none ifs lcsbk mvfr 0.5 1.0
' Effluent 01 = BOO: 30 < 220 mglL and TSS >30 < 150 mg/L ' Effluent #2 = BOD5 < 30 mg/L and TSS <_30 mg/L 1a
CST Name (Please Print) Signature CST Number Q\
Thomas J. Schmitt 227429
Address Schmitt Sod Testing, Inc Date Evaluation Conducted Telephone Number t
1595 72nd Street New Richmond WI 54077 5/612014 715-760 1978 `
.oo en+nrt,,,,,
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Property Owner DCCI Land Planners Parcel ID If Page 2 of y
Boring
3 Boring # pit Ground surface elev 95.52 It Depth to miming factor 100+ in Soil Application Rate
Horizon Depth Dominant Color Redox Description Texture Structure 'Consistence Boundary Roots GPCMI
in Munsell Qu. Sz Cont. Color Gr Sz, Sh. 'Lent 'Ens2
1 0-31 10yr3/3 none sl 2fsbk mvfr gw 1vf 0.6 1.0
2 31-54 10yr3/1 none sil 2fsbk mvfr Cs lvf 0.6 0.8
3 54-63 10yr3/4 none sit lmsbk mfr qw 0.4 0.6
4 63-78 10yr4/4 none sid lmsbk mvfr gw 0.2 0.3
5 78-87 10yr4/4 none sid lmsbk mfr gw 0.2 0.3
6 87-100 7.5yr5/6 none sl lmsbk mfr gw 0.4 0.7
c2d 10yr618
7 100-120 10yr5/6/4 loyrbq Is lcsbk mvfr - 0.7 1.6
Boring
4 ]Boring Of Pit Ground surface elev 95.27 ft Depth to limiting factor 115+ m.
Soil Application Rate
Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots I GPDM'
in Munsell Qu. Sz. Cont. Color Gr Sz. Sh 'Emit 'Ero2
1 F 0-9 10yr3/3 none sl 2mgr mvfr as lvf 0.6 ! 1.0
l i
2 9-I8 10yr3/1 none sl 2fsbk mvfr qw Ivf 0.6 1.0
3 18-33 7.5yr5/6 none sl 2msbk mvfr gw 0.6 1.0
ml 0.7 1.6
4 -115 10yr6/4 none 5 Osg
Boring
5 Boring # pit Ground surface elev 94.52 It Depth to limiting factor 112+ in . Soil Appliwtwn Rate
Honzon Depth Dominant Color Redox Description Texture Structure 'Consistence Boundary Roots GPDW
in Munsell Qu Sz. Cont Color Gr Sz. Sh 'Fffnt •Etnz
1 0-10 10yr3/1 none sl 2mgr mvfr as Ivf 0.6 1.0
I
2 10-30 10yr3/1 none st 2msbk i mfr qw lvf 0.6 0.8
3 30-34 10yr4/6 none sll 2fsbk mfr gw 2vf 0.6 0.8
I
4 34-40 10yrS/6 none grls Icsbk mvfr gw 0.7 1.6
5 40-112 10yr6/4 none gis Osg ml 0.7 1.6
I _ -
t
Effluent #1 = SOD" 30 < 220 mgrL and TSS >30 <_150 mg/L ' Effluent #2 = SOD, 5 30 mg1L and TSS <_30 mg/L
I he Department at Commerce is an equal opportunit'N wrv ice pro%ider and employer. It.ou nreJ avctstanee to ucass sen ia•~ or
nerd material in an allem:nr Iirrm:rL pla•n+e c.unacl the depanmrnl :d till%-'_(dr31 ~ I or I l Y' GO%-'hi-%'7?.
16111 ;F n71, ~tt Sal 1-t." In:.
Property Owner DCCI Land Planners Parcel ID # Page 3 of y
Boring
6]' Boring # Pit Ground surface elev. 94.47 It Depth to limiting factor 115+ In. -
Sod Application Rate
Horizon Depth 1 Dominant Colo Redox Description Texture Structure (Consistence: Boundary Roots GPD/R'
in Munsell Qu Sz Cont Color Gr. Sz Sh. •Frtwt •E+rr2
1 0-9 I0yr3/3 none sl 2mgr mvfr as Ivf 0.6 1.0
2 9-27 10yr3/1 none sl 2fsbk mvfr gw Ivf 0.6 1.0
3 27-41 1 10yr4/6 none si 2msbk mfr cs 1 lvf 0.6 1.0
41-115I 1 10yr5/6 none grs 0sq nil 1 0.7 1.6
4
all
Boring
F-I Boring # Pit Ground surface elev. ft. Oe ih to limiting factor in
Soil Application Rate
Horizon i Depth Dominant Color Redox Description Texture Structure (Consistence Boundary Roots GPDV
in Munsell Qu. Sz. Cont Color Gr. Sz. Sh. 'IF V01 T1192
I
Boring
Boring # Pit Ground surface elev ft Depth to limiting factor in
:Sol Application Rate
Honzon Depth Dominant Color Redox Descnphon Texture Structure 'Consistence Boundary Roots GPD/ft'
in. Munsell Qu. Sz Cont Color Gr. Sz. Sh. •Edx+ •Err#2
f
I
Effluent #1 = BOO,, 30 < 220 mgR and TSS >30 150 mgrL ' Effluent #2 = BOO, 30 mgrL and TSS '_30 M911
I hr Deparlownt of Commerce i, an equal opponunin scn ice previderlnd enlplorer. II you need assistance to access scn ices or
need material in an alternate lot inat, please contact the department at 60-'_66-31 i I or I`IY 611%-2644777
18111n1:R o,-, YM "wI'o J.Irv.
y of
Conducted by: Conducted For: Page
Schmitt Soil Testing, Inc. Name: DCC'1 Land Planners
Thomas J. Schmitt, CST 227429 Address- 1505 IINV 65
1595 72nd St City, Slate, Zip: Nevi Richmond. WI 54017
New Richmond, WI 54017
Phone' 715-750-1978 Subdivision' Meadow Valley Of Troy
siyox,ve-_l-..- Lot No.: 22
Legal Description. NWI/4 NNVI74 S17 *128N R19'*%
Backhoe Pit Township, County. Troy To% nship, SI. Crois ( bunk
- Bench Mark 1 El. 100.00' Top of 1" steel pipe. Line Pt/between lots 21 & 22 (889.67')
Bench Mark 2 El. 97.82' Top of 2" PVC Pipe /I
Slope= 3%
Scale 1"= 40' j~\\~` Lu 7t
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