HomeMy WebLinkAbout040-1326-02-000
Wisconsin Department of Commerce PRIVATE SEWAGE SYSTEM County: St. Croix
Safety and Building Division
INSPECTION REPORT Sanitary Permit No:
578967
06-
GENERAL INFORMATION (ATTACH TO PERMIT) State Plan ID No:
Personal information you provide may be used for secondary purposes [Privacy Law, s.15.04 (1)(m)].
Permit Holder's Name: Village X Township Parcel Tax No:
DCCI Investments LLC F7 Troy, Town of 040-1326-02-000
CST BM Elev: InsR. BM Elev: BM Description: ` 'j~' Section/Town/Range/Map No:
CSI 17.28.19.2194
TANK INFORMATION ELEVATION DATA
TYPE MANUFACTURER APACITY STATION BS HI FS ELEV.
Septic -FFc,U`t-~' 1aoo Benchmark f yl6q.
Geeing' • b n , Alt. BM 2 bZ, V
F- L rm
_ N
Aeresm Bldg. Sewer I 7- (Q
HoWiW St/Ht Inlet
Stllit,Outlet J
TANK SETBACK INFORMATION S. 3
TANK TO P/ WELL BLDG. Vent to Air Intake 1"I0 Dt Inlet
Septic j A t n/ ' ! D Bottom
Dosin Iv L Header/Man.
Aera n Dist. Pipe 8.0 p V 6- (39~
Holding Bot. System
,s 3y5.1
q p
PUMP/SIPHON INFORMATION Final Grade
1 ,B
Manufa D d St Cover
PM
Model tuber
TDH Lift Friction Loss S Head Ft
Forcemain Leng Dia. Dist. to well
SOIL ABSORPTION SYSTEM
BEDITRENCH
DIM NSIONS Width ! ILength(~ No. Of Trenches PIT DIMENSIONS No. Of Pit Inside Dili Liquid D
SETBACK SYSTEM TO P/L BLDG WELL LAKE/STREAM LEACHING Manufacturer: I~-y~ /r~ r
~ V
INFORMATION CHAMBER OR
Ty n, 0 Kvm'-fl UNIT Model Number: JJ 6N 1 l~ 41 S1-f
DISTRIBUTION SYSTEM S
Header/M nifold Distribution x Hole Siz~ x Hole Spacing ng TekNdAir I ! 11 Pipe(s)
Length Dia Length Dia Spacing
SOIL COVER x Pressure Systems Only xx Mound Or At-Grade Systems Only &W J
Depth Over , Depth Over xx Depth of jxx Seeded/Sodded jxx Mulched
II~~
BedlTrench Cenipr 'A Bed/Trench Edges Topsoil W"Yes Nfl No es No
J
COMMENTS: Include code discrepencies, persons present, etc.) Inspection #1: Inspection #2:
Location: 374 Meadow Valley Trail Hudson, WI 54016 (NW 1/4 NW 1/4 17 T28~N`-R19W) Meadow Valley of Troy Lot 3 Parcel No: 17.(2'8.19.2194
1.) Alt BM Description = j' f Cave/ yvQ~, 1\~ \I~S~u11e~ V Y~ ~ ,1
2.) Bldg sewer length
- amount of cover
) Von pal _
Plan revision Required? ® Yes No
Use other side for additional informati n. W -7
SBD-671 0 (R.3/97) Date VIV In epctor's Signature Cert. No.
County A
4 Idings Division
1~~ a 201 W. Washington Ave., P.O. Box 7162 Sanitary Permit Number (to be filled in by Co.)
a< s 3707-7162
K r 5 79
cour4v ~/ELOPME
State Transacti Number ~
Sanitary Permit Application
in accordance with SPS 38321(2), Wis. Adm. Code, submission of this form to the appropriate governmental unit
is required prior to obtaining a sanitary permit. Note: Application forms for state-owned POWTS are submitted to Project Address (if different d% mailingtaddress)
~IIC_.u mss( Jp_
the Department of Safety and Professional Servies. Personal information you provide may be used for secondary
ses in accordance with the Privacy Law, s. 15. 1 m Stats. `
L A lication Information - Please Print All Information Parcel
Property Owner's Name o4b /3 o Z.
Ob
Property Location
Property Owner's tvlail¢tg Address 44)
Govt. Lot ~a _
City, Zip Code Phone Number /,,1M6C /r. Section
k on
i :5 T ~ C~Q N; R E
II. T pe of Building (check all that apply Subdivision Name
arnily Dwelling - Number of Bcdmo
6k- &6 Block #
❑ Public/Commercial - Describe Use ❑ City of
V%-0 U
CSM Number ❑ Village of
11 State Owned -Describe Use wn of
6 ~ Z GL 5
IN. Type of Permit: (Check only one box on line A. Complete line B if applicable)
A ew system ❑ Replacement System ❑ Treatment/Holding Tank Replacement Only ❑ Other Modification to Existing System (explain)
i
List Previous Permit Numbs and Date Issued
B. ❑ Permit Renewal ❑ Permit Revision ❑ Change of Plumber ❑ Permit Transfer to New
Owner
Before Expiration •L d V`
IV. T of POWTS S stem/Com nent/Device: Check all that a 1
Non-Pressuuized In-Ground ❑ Pressurized ln-Ground ❑ At-Grade ❑ Motmd >24 in. of suitable soil ❑ Mound < 24 in. of suitable suit
❑ Holding Tank Other Dispersal Component (explain) ❑ ent Device (explain)
r
V. Dis rsai/Treatm t Area Information:
Design Flow (gpd) ign Soil Application dsf) Dispersal Area Required (sf) Dispersals Area Proposed , ~ Elevauj
a.
711P 0 4111' -
VL Tank Info Capacity in Total # of Manufacairer 8
Gallons Gallons Units o °
New Tanks Existing Tanks 'CC q u a era
h U
Septic or Holding Tank
Dosing Chamber
VII. Responsibility Statement- 1, the undersigned, ass responsibility for installation of the POWTS shown on the attached plans.
PI s Name (Paint) Plum MP/MPRS Number Business Phone N ber
Plumber's Address (Street, City, State, Zip iCQLie)
D
ountv/De artment Use Only
Permit Fee Date so Issuin ent Signature
Approved $ yG ' , w
Reason for D (,J t!/
s ggor Did pproval 1-5
IX Conditi' tank; t3}fltllan RNlr tined 3
,;¢isl~iersal cell musf all be seer as ! ~ta,~ Fled ~ j
as,PW management pion provided by plumber.
'gyp; t'f"* nn*s must 4e mtlnteined
as pK app CC& I adinsmen,
Attaeh to complem plans for the system and submit to the County ouiy os paper not less than 8 to x 11 inches in size
SBD-6398 (R. 11/11)
PLOT PLAN
PROJECT Derrick Construction ADDRESS 1505 Hwv 65 New Richmond Wi 54017
NW 1/4 NW 1/4S 17 /T 28 N/R 19 W TOWN Troy COUNTY ST. CROIX
SYSTEM ELEVATION 96.0/95.2' F below rade DATE 5/26/15
CI BEDROOM 3
CONVENTIONAL IN-GROUND PRESSURE CONVENTIONAL LIFT HOLDING TANK
MOUND SEPTIC TANK SIZE 1000 gallons LIFT TANK SIZE DOSE TANK SIZE
HOLDING TANK SIZE LOAD RATE .7 ABSORPTION AREA 651 # of chamb rs 32
BENCHMARK V.R.P. Top of 1" steel Pipe ASSUME ELEVATION 100' Filter Lifetime Filter
❑ BOREHOLE O WELL *H.R.P. Same as Benchmark
All piping shall be ASTM SDR 30/34, within
10' of tank, piping shall be ASTM F891
Vent
>6" Quick4 Standard Scale _ 1/4" = 10'
Property Line of Cover Leaching Chamber
with 20.0 ft2 of Area
4' Long 12" 5.6ft^2/pair of end caps
3419 Grade at System Elevation Property Line
Pro 3
Bedroom
House
20
S
101' 15'
2-3' X 66' cells with
>3' spacing. B-3
99'
Vents
B-2
8% Slope
60' B-1
ra ~ h a Iacs 2' 30'
1``22, ` 48' 30' 30'
t~B.M.*
Cover Page
Shaun Bird
Bird Plumbing Inc.
1432 120th St.
New Richmond Wi 54017
715-246-4516
Date: 5/26/15
Owner: Derrick Construction
Location: NW/4 NW1A S17 T28 N,R19 Lot 2 Meadow Valley of Troy Troy
Manuals Used: In-ground absorbtion system (version 2.0)
Page#
1. Cover Page
2. Plot Plan
3. Chamber Cross Section
4-6. Maintanance and C ntingency Plan
7. Filter Specifications eet
Signature
License num r #226900
PLOT PLAN
PROJECT Derrick Construction ADDRESS 1505 Hwv 65 New Richmond Wi 54017
NW 1/4 NW 1/4S 17 /T 28 N/R 19 W TOWN Troy COUNTY ST. CROIX
SYSTEM ELEVATION 96.0/95.2' 5' below grade 5/26/15 BEDROOM 3
DATE
CONVENTIONAL XXX IN-GROUND PRESSURE CONVENTIONAL LIFT HOLDING TANK
MOUND SEPTIC TANK SIZE 1000 gallons LIFT TANK SIZE DOSE TANK SIZE
HOLDING TANK SIZE LOAD RATE .7 ABSORPTION AREA 651 # of chamb rs 32
BENCHMARK V.R.P. Top of 1" steel Pipe ASSUME ELEVATION 100' Filter Lifetime Filter
❑ BOREHOLE O WELL *H.R.P. Same as Benchmark
All piping shall be ASTM SDR 30/34, within
10' of tank, piping shall be ASTM F891
Vent
>6" Quick4 Standard Scale _ 1/4" = 10'
Property Line of Cover Leaching Chamber
with 20.0 ft2 of Area
12" 5.6ft^2/pair of end caps
4' Long
3 4" Grade at System Elevation Property Line
Pro 3
Bedroom
House
20
S
101' 15'
2-3' X 66' cells with
>3' spacing B-3
99'
Vents
B-2
8% Slope
60' B-1
ra. ~ ~ a
5 2' 30'
122' 48' 30' 30'
CB.M.*
Cross Section of Infiltrator Quick 4 Leaching Chamber
Typical cross section for 2 of 2 cells
Quick 4 Standard Leaching Chamber
with 20.0 ft2 of Area per Chamber To be >1' above grade
5.6ft 2 pair of end plates
Finish grade elevation
Typical Installation 101'
Vent Grade Vent
3' 4" 3'
X30/34 Septic Tank
5' Long 1 99 5' S' Long 1 3691 Grade at System Elevation Grade at System Elevation
Spacing 5'
2-3' X 66' Cells
Same on other end Observation tubeNent
At end of cell
A
B
16 chambers per cell
System elevations:
A_96.0'
B 95.2'
i.N lp
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EVl£Ltling AMICSS c5y!/
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tVeutlt,atio.u Ic:taulrel! i`rolrl t'lannit-t ~.uinrtz )tt ~ut;ieln pt~t nc~r ;rim,utuiiou
i'tLy,'`itxtc 11"13 cc) hdl tltihcilt_toll X iii 11)(
pi-operty l miit.]on/11,4,,
Subtlir isloll
Certified Survey Map ~4 - _ l~t lilll~r Pag.,t•
bWarrau y fleet) #
Pugu;",
"'110 hotlsr oll, i w iil.w, i({e1ltlimltfe nt
SVSTFVI IV:1.AIN'T11,' A1k4 N:.AtN0 (
) 4l I:gym I l tr'Ii 'I'lt xn
Ilnpro~)er use and I11ailluraunCC Gf ;'OW yeCjtlc SvS1,I12 Could resuii iti As p)I '111aturc iziilnir l,o i itodlc rvasics_ P(i;pc)
nuaI acuance consist, Of JAIIIIplIl.d V111 t11C S'f11iC; tailk f'ri' V 111x(1 VC,Q*S, iv' 9;i)(A CI, 1i to't'ed. CY a 11cc lscd purlip(:r ~'i'iutl "ta(I pm illil>
Ifie sys1Cn1 call atft?Gl ffic function of the scpiu uInk as a t['C}I mrim sm w th vdah", tIigwsai ; CPIan l)b iri lliunilona Iil
re:-sponsibilitlcs are specified W Q ("a n h'> --Z(1) alxi "I <.'fiu!"n 1 1,t. C)„tv t_ ) ,Ii ,anitnrv t Whoallct,
I'he p»openy osier @ippos i.ui stl nun u; Kv (w n s_ quuiy ph .uu., / .,I_ii 11 lm"nK m d , rtiflutl "w how
;it~,rl ti ;,r
awnel and by a nuimm phunbet, ouraaynlan I,lulnht i, ir,trn;ic,i I,lnlowl to .i li, cr,rd 1)1111Ipt I r(:rii ~iiis' Ihat tilt wl
"aswwatcr duposal sysicui is in p ropr opelu,.ini; an MUM aii bW co awl Il qx ion a" Iollqmg tIf n tht T"In , i
)e,ss (hall 1/.i full ofstudge.
Owe. dw undutsyned h: Nv read dw ahwt rCyl1li(.'"wun a mi arin io nmi udw oi,, loill"uc st:~+~tl « t{iStuisal ~~~vrt r,t'r itl, li!c
,1aumad; ScP ielth, klclll, 2u5 sci t,', the Dcparil icstl 0001AN CI.~t, alld ul(~ 1)(`,M ii.,;nt c)i -"~ahffai kc:,ti met ';Gfw ur
f tlltlflCallUrS 5(8.11.1 E. that yottl Seth " system am brM IMII2I1 nod mum 1w at I,dCli'.i(Itlld "Itu-n(-(i io fRt. `.1[. l'Io1'i "'It"VY ('{11o iV)
/,tiMUg 1epa11MUU1 Witflill O Sy; ofKc- ilinic "ear cxturaiim, &"L
L'or'e rUMO M ail stawnwnls M iflC, A Ia al, 11 us tf dw h. Y (I I11'Amn 1 ti( ' t+.'(;" W aRUMc Ow ~.`.'M I I,:;) .it Q
propcrt) described above; by x uv": of a vmrany d"d Icct>It N a Itnmuci W top Is Wit c
S1Cr A"t' AW U F . s PP JQ\ N 'i l4 1) All'
:"A1'iy minLIlla~lorl thal is III uslepwscI I uni :Ina `"SU11 in I.1W Sill WI V ki IEu it ni)r r~'r"krd A Ihu I'tilllrMr t ACUII1W ] )c'tmni if'?7t.
luc.iunc "i111 this application a rec~)Idcd'rN,111allir decd (u,,u t WPM of t : t k fiu•c arni a t (liw o! Iht: L:cItih(A ;Wt
Iua.,
CC.tI;rLI1Gfs 1S I11Hdc, III 1111' \Nilll'i3111~' ~f ~t~i.
(REV. MOS)
POWTS OWNER'S MANUAL & MANAGEMENT PLAN Page of
FILE INFORMATION SYSTEM SPECIFICATIONS
Owner -DTank Manufacturer ❑ NA
Permit # Septic ❑ Dose ❑ Holding Volume: /Xxt) (gal)
DESIGN PARAMETERS Tank Manufacturer: NA
Number of Bedrooms: `j ❑ NA ❑ Septic ❑ Dose ❑ Holding Volume: (gal)
Number of Public Facility Units: 54-NA Vertical Distance Tank Bottom(s) to Service Pail: , `.q (ft)
Estimated (average) Flow : U0 (gal/day) Horizontal Distance Tank(s) to Service Pad: / (ft)
Specific servicing mechanics must be provided I vertical is >15 feet or
Design (peak) Flow (estimated x 1.5): J~ (gallday) If horizontal is >150 feet, specific Instructions to be provided on back.
In Situ Soil Application Rate: (gal/day/fe) Effluent Filter Manufacturer: 1~~~ ❑ NA
Standard (Domestic) Influent/Effluent Monthly average Effluent Filter Model:
Fats, Oil & Grease (FOG) :530 mg/L Pump Manufacturer:
Biochemical Oxygen Demand (BODs) s220 mg/L ❑ NA A
Total Suspended Solids (TSS 5150 mg/L Pump Model: /
High Strength Influent/Effluent Monthly average Pretreatment Unit
(FOG) >30 mg/L r Manufacturer.
/~i" 'eha
(BODs) >220 mg/L ❑ Mechanical Aeration [3 Peat Filter A
(TSS) >150 mg/L ❑ bisinfection ❑ Wetland
Pretreated Effluent Monthly average ❑ Sand/Gravel Filter ❑ Other.
(BODs) 530 mg/L / Soil Abso bon System
(TSS) 5_30 mg/L
Fecal Coliform (geometric mean) 510` ound (gravity) ❑ In Ground (pressure) NA
❑ At-Grade ❑ Mound
Maximum Effluent Particle Size i~ in dia. ❑ NA ❑ Drip-Line ❑ Other:
Other: NA Other: ❑ NA
MAINTENANCE SCHEDULE
Service Event Service Frequency
Pump out contents of tank(s) hen combined sludge and scum equals one-third ('f,) of tank volume
When the high water alarm is activated
Inspect condition of tank(s) At least once every: ❑ month(s) (Maximum 3 years) ❑ NA
IS year(s)
Inspect dispersal cell(s) At least once every: month(s) (Maximum 3 years) ❑ NA
Clean effluent filter At least once every: l ea tsjs) ❑ NA
Inspect pump, pump controls & alarm At least once every: month(s) NA
3 K
year(s)
Flush laterals and pressure test At least once every: month(s) NA
year(s)
h(s) NA
Other: At least once every: L+year(s)
Other: NA
MAINTENANCE INSTRUCTIONS
Inspections of tanks and soil absorption systems shall be made by an individual carrying one of the following licenses or certifications:
Master Plumber, Master Plumber Restricted Sewer, POWTS Inspector, POWTS Maintainer or Septage Servicing Operator (pumper).
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 a check for any back up or ponding of effluent on the ground surface. The soil
absorption system 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.
When the combined accumulation of sludge and scum in any treatment tank equals one-third (Y3) or more of the tank volume, the entire
contents of the tank shall be removed by a Septage Servicing Operator (pumper) 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 5512 months, shall be performed by a certified POWTS Maintainer.
A service report shall be provided to the local regulatory authority within 30 days of completion of any service event.
GMW-005 (02/05)
Page of
START UP AND OPERATION
For new construction, prior to use of the POWTS check treatment tank(s) for the presence of painting products, solvents or other
chemicals or sediment that may impede the treatment process and/or damage the soil absorption system. If high concentrations are
detected have the contents of the tank(s) removed by a Septage Servicing Operator (pumper) prior to use.
Pump tanks may fill above normal highwater levels prior to startup or due to pump failures. Start up or restoration of power under these
conditions is not recommended, as the excess wastewater will be, discharged to the soil absorption system in one large dose causing an
overload that may result in the backup or surface discharge of effluent and damage to the system. To avoid this situation have the
contents of the pump tank removed by a Septage Servicing Operator (pumper) prior to restoring power to the pump or contact a Plumber
or POWTS Maintainer to assist in manually operating the pump controls until normal effluent levels are restored within the pump tank.
System start up shall not occur when soil conditions are frozen at the infiltrative surface.
Do not drive or park vehicles over tanks or the soil absorption system. Do not drive or park over, or otherwise disturb or compact, the
area within 15 feet down 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 treatment
tanks and sal absorption system: acids, antibiotics, baby wipes, cigarette"butts, condoms, cotton swabs, degreasers, dental floss,
diapers, disinfectants, fats, foundation drain (sump pump) discharge, fruit and vegetable peelings, gasoline, greases, herbicides, meat
scraps, medications, oils, painting products, pesticides, sani4ry napkins, solvents, tampons, and water softener brine discharge.
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 properly
and safely abandoned in compliance with s. Comm 83.33, Wisconsin Administrative Code:
• All piping to tanks, pits and other soil absorption systems shall be disconnected and the abandoned pipe openings sealed.
• The contents of all tanks and pits shall be removed and properly disposed of by a Septage Servicing Operator (pumper).
• After pumping, all tanks and pits shall be excavated and removed or their covers removed and the void space filled with soil,
gravel or another inert solid material.
CONTINGENCY PLAN
If the POWTS fails and cannot be repaired the following measures have been, or must be taken, to provide a code compliant
replacement system:
~,QLA 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 required
setbacks from existing and proposed structure, lot lines 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 the time of their permit issuance.
❑ A suitable replacement area is not available due to setback and/or sal limitations. If the soil absorption system cannot be
rehabilitated and barring advances in POWTS technology, a holding tank may be installed as a last resort.
❑ 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 POWTS.
❑ 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 comply with the rules in effect at that time.
WARN
r-i ING TREATMENT TANKS, PUMP TANKS, AND HOLDING TANKS MAY CONTAIN POISONOUS GASSES OR LACK
SUFFICIENT OXYGEN TO SUSTAIN LIFE. NEVER ENTER ANY TANK UNDER ANY CIRCUMSTANCE. DEATH MAY
P RESULT. ESCAPE OR RESCUE FROM THE INTERIOR OF A TANK MAY NOT BE POSSIBLE.
ADDITIONAL INSTRUCTIONS:
POWTS INSTALLER POWTS MAINTAINER.
Name I Name
Phone _ /~S Phone - J
SEPTAGE SERVICING OPERATOR PUMPER LOCAL REGULATORY AUTHORITY
Name LName no dZ/ 11
Phone one
This document was drafted by the staffs of the Green Lake, Marquette and Waushara County POWTS regulatory agencies in compliance with sections
Comm 83.22(2)(b)(1)(d)&(f) and 83.54(1), (2) & (3), Wisconsin Administrative Code.
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i Department of SOIL EVAL~UAT[Off REPORT #1739
* 3 P - Safety and igAr"rt~ b Comm 85, Wis. Adm. Code Page 1 of 3
Professional Services
e Schmitt Soil Testing, Inc.
w..County
Attach complete site plan on paper not less than 8% x Y1 ' size. Plan must St. Croix
include, but not limited to: vertical and horizontak g fgren, U~ BM), direction and
percent slope, scale or dimensions, north arrow} hd location ,r~~tance fo nearest road. Parcel I.D. _ Z . 67- ' eSCS
Please print all h#p►fA%09n 'OPMENT
U EN r- Re leveed B DDat
Personal information you provide may be used~(f{ndbrr purposes (Privacy Law, s. 15.04 (1) (m)). ` 7 y
Property Owner Property Location
DCCI Land Planners Govt. Lot NW1/4, NW1/4, S17, T28N, R19W
Property Owner's Mailing Address Lot # Block # Subd. Name or CSM#
1505 Hwy 65 P.O. Box 445 2 Meadow Valley Of Troy
City State Zip Code Phone Number City Village E,1 Town Nearest Road
New Richmond WI 54017 Troy East Cove Rd
❑ New Construction Use: ❑ Residential / Number of bedrooms 4 Code derived design flow rate 600 GPD
❑ Replacement ❑ Public or commercial - Describe:
Parent material Outwash Sand Flood plain elevation, if applicable NA ft.
General comments Area is suitable for a conventional system with a 0.7 gpd/sgft rate. Possible system elevation for Area 1 is (Step Trenches) 96.0' &
and recommendations: 95.0'. Slope is 8%. r
Slvj~-k4s-u MAW
1 Boring # F -1 Z F] Boring
Pit Ground surface elev. 98.88 ft. Depth to limiting factor 100+ in. Soil Application Rate
Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots GPD/R=
in. Munsell Qu. Sz. Cont. Color Gr. Sz. Sh. 'Eff#1 *Eff#2
1 0-10 10yr3/3 none sil 2mgr mvfr as 2vf 0.6 0.8
2 10-14 7.5yr4/6 none sil 2fsbk mfr gw lvf 0.6 0.8
3 14-21 7.5yr4/4 none grsi 2msbk mfr gw 1vf 0.6 1.0
4 21-32 10yr5/3 c2d 7.56/6/8 7.56/6/2 sil 2msbk mfr as lvf 0.6 0.8
5 32-100 10yr6/4 none s Osg ml 0.7 1.6
Horizon 4 meets the soil color pattern exemption as stated in 385.30(3)(a)2, 1 foot Rule
a Boring # ❑ Boring
Pit Ground surface elev. 97.83 ft. Depth to limiting factor 110+ in. Soil Application Rate
Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots GPD/fl2
in. Munsell Qu. Sz. Cont. Color Gr. Sz. Sh. •Eff#1 •Eff#2
1 0-8 10yr3/2 none 1 2mgr mvfr as ivf 0.6 0.8
2 8-12 7.5yr4/4 none grsi 2msbk mvfr gw lvf 0.6 1.0
3 12-30 10yr4/4 none sl 2fsbk mvfr gw lvf 0.6 1.0
4 30-36 10yr5/4 none Icon Osg mI cs lvf 0.7 1.6
5 36-110 10yr6/4 none s Osg ml 0.7 1.6
* Effluent #1 = BODS> 30 < 220 mg/L and TSS >30 < 150 mg/L ' Effluent #2 = BODS < 30 mg/L and TSS S30 mg/L
CST Name (Please Print) Signature: CST Number
Thomas J. Schmitt .,c ov~o*v 227429
Address Schmitt Soil Testing, Inc. Date Evaluation Conducted Telephone Number
1595 72nd Street New Richmond, WI 54017 5/5/2014 715-760-1978
SBD-8330 (8.07/00)
Property Owner DCCI Land Planners Parcel ID # Page 2 of 3
❑ Boring # ❑ Boring
❑ Pit Ground surface elev. 100.88 ft. Depth to limiting factor 104+ in. Soil Application Rate
Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots GPD/ft=
in. Munsell Qu. Sz. Cont. Color Gr. Sz. Sh. *Eff#1 *Eff#2
1 0-13 10yr3/2 none I 2mgr mvfr CS ivf 0.6 0.8
2 13-20 10yr4/3 none sil 2fsbk mvfr gw ivf 0.6 0.8
3 10 ~6-30 7.5yr4/4 none Sid 2fsbk mfr gw ivf 0.4 0.6
4 30-43 10yr4/4 none sl 2msbk mfr Cs 0.6 1.0
5 43-104 10yr6/4 none s Osg ml 0.7 1.6
/ "l t t
I ~p4
Boring F-1 Boring # Pit Ground surface elev. 61 1
ft. Depth to limiting facfbr in.
❑ Soil Application Rate
Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots GPD/ft'
in. Munsell Qu. Sz. Cont. Color Gr. Sz. Sh. *Eff#1 *Eff#2
❑ Boring
Boring # Pit Ground surface elev. ft. Depth to limiting factor in,
❑ Soil Application Rate
Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots GPD/tt'
in. Munsell Qu. Sz. Cont. Color Gr. Sz. Sh. *Eff#1 *Eff#2
* Effluent #1 = BOD5> 30 < 220 mg/L and TSS >30 <150 mg/L * Effluent #2 = BOD5 < 30 mg/L and TSS -S_30 mg/L
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.
SBD-8330 (R.07/00) $dttMtt SOU Testirg, Inc.
Page 3 of 3
- Condu - -
cte+d_by- - -conducted€or:--
_Schmitt Soil Testing, lnc. Name: _ _..I~CI Land Plninner _
Thomas J. Schmitt, CST 227429 Address: 1505 Hwy 65
- - - t5~5-7 rttt t--- - City, State, Ip: _ -New It -WI-54017-
-New Richmond.: Wl_54Q17___._
Phone: 715-760-1978 Subdivision: Meadow Valley"Of Troy
- to _ _ ! 5~------- --legal Descr ptiom- W1/4.1 114,%1 T28N-RI9K- IN Backhoe Pit Township, County: Troy Township, St. Croix County
BencFi maw .~60.~6` Top of" I" steer pipe, ontof Point #1 (891.25')
ARench Mark EL_ y8 57 f '9' PVC
papa
Slope=' 8%
-kale V: 40`
t'2o
a'L. r /✓1
s4oe - -
;44- e'd
-
Boa' _ - - - -
0G.7c.o z / ARM k
Parcel 040-1326-02-000 Ais 7 05/29/2015 01:39 PM
! G~ S PAGE 1 OF 1
Alt. Parcel M 17.28.19.2194 040 - TOWN OF TROY
Current [X] ST. CROIX COUNTY, WISCONSIN
Creation Date Historical Date Map # Sales Area Application # Permit # Permit Type # of Units
02/02/2015 00 0
Tax Address: Owner(s): 0 = Current Owner, C = Current Co-Owner
DCCI INVESTMENTS LLC 0 - DCCI INVESTMENTS LLC
1505 HWY 65 PO BOX 445
NEW RICHMOND WI 54017
Property Address(es): * = Primary
Districts: SC = School SP = Special * MEADOW VALLEY TRAIL
Cof / 3`76 M,eed Ua(,42(6-, Aecj F&-
SSCDescription
SC a Dist
H DIIST OF HUDSON ~7 2 ;7-f 04ecxl4ev TkC-
SP 1700 WITC Notes:
NEW FOR 2016. PLAT TOOK ALL
040-1068-90-000 AND 040-1069-10-050; AND
ALSO 040-1068-80-001 FOR RD.
Legal Description: Acres: 1.003
SEC,1T28N R1 9W MEADOW VALLEY OF TROY
Parcel History:
L012
Date Doc # Vol/Page Type
02/02/2015 1007400 11/53 PLAT
10/20/2005 809848 10/085 PLAT
/ - lG (5~-- 01/18/2005 785170 2732/370 CON EZ
01/14/2005 785052 2731/545 EZ CON
more...
Plat: * = Primary Tract: (S-T-R 40%160~i4 GL) Block/Condo Bldg:
* 11-053-MEADOW VALLEY OF TROY 040-2015 17-28N-19W NW NW LOT 02
2016 SUMMARY Bill Fair Market Value: Assessed with:
0
Valuations: Last Changed: 03/24/2015
Description Class Acres Land Improve Total State Reason
Totals for 2016:
General Property 0.000 0 0 0
Woodland 0.000 0 0
Lottery Credit: Claim Count: 0 Certification Date: Batch M
Specials:
User Special Code Category Amount
Special Assessments Special Charges Delinquent Charges
Total 0.00 0.00 0.00