HomeMy WebLinkAbout040-1318-00-032 (2)41
Wisconsin Department of Commerce PRIVATE SEWAGE SYSTEM
Safety and Building Division INSPECTION REPORT
GENERAL INFORMATION (ATTACH TO PERMIT)
Personal information you provide may be used for secondary purposes [Privacy Law, s. 15.04 (1)(m)]
Permit Holder's Name City Village Township
Creative Home Construction Investm�l TOWN OF TROY
3ST BM Elev Insp. BM Elev IBM Description: t1( %
I 100'e's '48t��t (2013
TANK INFORMATION ELEVATION DAYA
TYPE
MANUFACTURER
CAPACITY
Septic
2-
Dosing
V
Aeration
Holding
TANK SETBACK INFORMATION
TANK TO
P/L
WELL
BLDG.
Vent to Air Intake
ROAD
Septic
5-6)
Dosing
k't
416 f
Aeration
Holding
Manufacturer
Demariq
GPI��'
Iv
Model Number
9 fli
TDH
Lift
Friction Lo'2 ss
System Heq
,
T 7
Forcemain
' [engt
— ��
Dia, it
Dist. to Well
kT@11WA__T.1T*i N!Adrel,"I&VA.111I I
County: St. Croix
Sanitary Permit No:
589701
State Plan ID No:
2716824
Parcel Tax No:
040-1318-00-032
Section/Town/Range/Map No
11,28.19,2107
STATION
BS
HI
FS
ELEV,
Benchmark
4, 6= Lza F>
0
11
IC5-0
1
Alt, BM
Bldg. Sewer
St1Ht Inlet
Epp
St/1-It Outlet
IDt Inlet
Dt Bottom
Header/Man.
Dist. Pipe
0
a,
Bot. System
100"?ff"
Fir I Grade
St Cover
Pr
97, 73
4
BE EN
Width
I
Length
I _5-1
Of T40"e+i'es
� '-V" X 'k s
i
Pr1IQDIMENSIONS
No Of Pits
Inside Cfia.
Liquid Depth
SETBACK
IN FORMATION
SYSTEM TO
Type Of System
P/L
I
zz
9 1
BLDG
1 _f3al.
IWELL
I
LAKE/STREAM
✓
I�
LEACHING
ER OR
CHAMBER R
YNIT
Ma facturer,,,"
I
F
Header/:ai,lf,r. at
Distribution
Pipe(s) -7 4�
ll_engffia�
Hal
ix
ent t Ai I
Length_
Dia __ Spacing 1 6
..
SOIL COVER x Prnqqijro.qvqtAmq Only xx Mound Or At -Grade Svsterns Only
Depth Over
Depth Over
Th
Fxx Depth of
Seeded/Sodded
Mulched
Bed/Trench Center
1
FBed/Trench Edges
Topsoil
1 17
Yes No
t
El Yes No
COMMENTS: (Include code discrepencies, persons present, etc.) Inspection #1: Inspection #2:
Location: 728 MOUNT CURVE CT OR 498
1,) Alt BM Description r-0 joL,-_k -4
2.) Bldg sewer length - �
mount of cover cpw'
Jk.
kk
M ed?_
Plan re as (io> n , q�,i, Yes )<No
Use other side for additional in formati(
ature Cert. No.
SBD-6710 (R.3/97)
4) 60 W,'Lt
PMAOTS yoii,5�0
iwww.w mm
Safety and
w u 201 W. Wash ngtonaAve.,,sPG0. Sanitary Permit Number (vCo,) cfilledinbyC___.
k
701
'�Si+,nNit•� Irm r.�~rctro
n. Code, submission of this foraai to fire e r mate gc>vernamntaa7 unit � ° Number
Permit application
Yai xccordanUa with SPS38321(2), 'Wis.uiaa� pp d i
is required prior to obtaining a sanitary permit. Note: Application farms for state-owned IrCIWTS are subimned ut Pro)ect Address (if different than mailing address)
the Department of Safety and Professional Servics Per-,una! infaimation you provide rnav be used for sewrid,ar{
ua�roses in aac,cordancc with the Privacy I rvr d5 ikt{t}{rni titats
A lieatiun Information nt
Please Print All lnlaratean
Property Owner's Name
Parcel P'
acrty Location
Yrnpertv (:rwnra T.
Maaizzaf �addxcs �arvt Iurt n
✓�__. g/
✓ Zip a aie FYaonc J itaaxaboa (circle ors)
lc one)
Type f i PP Y) t v?._ P, 1:, en 5,
U. T e of Building c k all that a 1 Lot t:
t
7. or 2 Fatruly Dwelling Number of E droou t e auk ddavi rrr Name
.. ...ter ✓✓ d
m� I31o�
�l''ulrti€aCr¢'rzrurn:rcial- f>escribc Use /
('ity of s,
C 4"sM Nurxtbcsr Village of
C7wxa}
i
� Stare rd - IDescri'be Use ,
I awn cif / ,
N Oaf Al
iII ype of Permit,: (Check army arse box an frnt A Complete line B tfalDlrltcahlu)
f T
t s w System Replacement System TrearsnenJ7csnflauk Rcl?=ce7rexhx3v m`
f Daher Modification to Existing System (explain)
... ..__._ __....._,. ..� _.. ,_._..
I� Permit Renewed F'carnit Revasiran Ej 4 hat of ftaunbc r F c�-mrt 1 ransfer to New d ast 1 v�erus Pa rznn Number and Date Issued �
Before Expiration I Owraea
0 Non-PrPresstrized lit-C found �) d surtzed In -Ground _� �t-C:madr }
_. _ ,5.
tv' T e of I C"1V4'"1"� iv„ " sfaucn/t sin cancrrtJl"Yesncae t;"kaec,k all thatM��orsnd .k 14 rat sat varatnbEe sc>i lrn� a"✓Scau of sraiferble soil.
Ifaoldxng Tank, EJ Other Dispersal, a�aanponeait (explain} � � Ft�ct:reaannet�t L)evicc (ex lazir 24
F
_ _ _ _ -
_,_ ._.
ors erwa4 p) at ent Area n prttaatnaa� eq [.nsper al nice F ro ed (sf,sa Flow(gd Best goal A la atr ate �r4 ��r.i,ers ' u f i I
C• rc.a
VL Tank Info Capacity m _._fo'
tal a.af Manufacturer
_ Gallons (3a1➢ons l.lruts �
I ivcrn Iaa:kz Fsasxm@ Iaa>lc".�_.._ «r a
Se xc or Iiolaina Tdr k T
2
VTL p Slat ent 1, tlrc undersigned, a s#nnc risibility attached plans.
Plum er's Name Pxi �i }
`� IviylivlF'RS N ambex Res iris Phone Nuinbes
r es ausibtln'tl't---�'--x— pluanber' a axe for xn«�talhS lieu of the �l� th�S l"S stdcrra cru the aLttrched g �
Plumber, � ess `,tie t i. i State Zip (.',ode)
ViLT. C:onnty/DeLrartneent Llse C7nIy
^°°� T°ermrt Fc VO4
Appraved �x'appr�owcco
er Cs' ern for I DenW t3 aLid
vIX. Condi __..__a�:ans far l?rsapinrawal ___._eal
r .tt8al tr@„�„.
t u ` r6})ai bta"iyk"'.x
. k r d r14 4
plaid a r.
as PW
Attach tea.
m iete. plaw for tine ,tstem and submit to the C•nuny only n paper not iaws than 8 a.n III. Inchte in sire:
SBD-6398 (R.. i 1/1,1)
PROJECT creative Homes
NE 1/4 NW 1/4S 11
9111111W]
PLOT PLAN
ADDRESS Woodbury Mn 55125
N/R 19 wToWN Troy
COUNTY ST. CROIX
SYSTEM ELEVATION 101.01
5/19/16
DATE
4
BEDROOM
CONVENTIONAL
IN -GROUND PRESSURE
CONVENTIONAL LIFT
HOLDING TANK
MOUND XXX
SEPTIC TANK SIZE 1255 gallons
LIFT TANK SIZE
DOSE TANK SIZE 765
HOLDING TANK SIZE LOAD RATE 1 .0
ABSORPTION AREA 600
# of chanters none
k BENCHMARK
V.R.P. Top of spike in ground
D
ASSUME ELEVATION
10�1° Filter Lifetime Filter
BOREHOLE
0 WELL * H. R. P. same as benchmark
All piping shall be ASTM SDR 30/34, within
10' of tank, piping shall be AS'F,M F891
Property Line
Property
Line Area 15' below system
is to remain
undisturbed
B-A
17-1 2Slope
Grading is to be done to divert
run-off away from system
0
Tank is to be properly bedded and
provided with lockdown covers with
approved warning labels
Pro 4
Bedroom
House
4
B.M*
100, Huffeutt Combo Tank
100.5'
I Acre Lot
Wel I is to meet al I WDNR setbacks
Mount Curve Court
Scale = 1/4" = 10'
June 06, 2016
CUST ID No. 226900
SHAUN R 11IRD
BIRD PLUMBING INC'
14312 120TH ST
NFIW RIC11MOND WI 54017-6409
CONDITIONAL APPROVAL
PLAN APPROVAL EXPIRES: 06/06/2018
SITE:
Creative I Ionics
728 MOLUlt ('111-Ve COLH-t
Town of "Troy
St Croix County
Nf,"I/4, NW 1/4, S I 1,128N, M9W
DIVISION OF INDUSTRY SERVICES
PO BOX 7162
MADISON WI 53707-7162
Contact Through Relay
http://dsps.wi.gov/programs/industry-services
www.wisconsin.gov
Scott Walker, Governor
Dave Ross, Secretary
ATM.- POUS Inspecloi-
/0NING OFFICF
STCROIX COUNTY SPLA
1101 CARMICHAEL RD
HUDSON WI 5,4016-7708
. . ............... ___-_-
Identification NLHnbel-S
Transaction ransaction 11) No. 2716824
Site 11) No. 824775
. .. . . ...... --- ----
Please refer to both identification numbers,
above, correspondence with the ag in all corr s., e _,cncy.
. . . . .........
FOR:
Description: Four Bedroom Mound System / 21//0 slope
Ob ectType: POW I'S Component MWILial Regulated Ob ect 113 No.: 1605166
'I 1� J
Maintenance required; 600 GPE) Flow rate; 24 in Soil minimuni depth to limiting factor from Original grade; System(s):
Mound COMP011ent Manila] - Ver. 2.0, Slit) - 10691 -11 (N.0 1 /0 1, R. 10/ 12), Pressure Distribution Component Manual -
Ver. 2.0, S13D-10706-11 (NMI/01, R. 10/12); FIffluctit lifter
The submittal described above has been reviewed for corif'ormance with applicable Wisconsin Administrative Codes
and Wisconsin Statutes. 'File submittal has been CONDITIONALLY APPROVI-D. This system is to be constructed
and located in accordance with the enclosed approved plans and with any component manual(s) retcrenced above.
The owner, as defined in chapter 10 1.0 1 ( 10), Wisconsin StiltUtCS, is responsible Im compliance with all code
requirements.
No person may engage in oi- work at plumbing in the state UnICSS licensed to do so by the Department per s. 145.06,
stats.
']'lie following conditions shall be met dt-11-ing construction or installation and prior to occupanc), or use:
Reminders
• A sanitary permit must be obtained from the county where this project is located in accordance with tile
N(]Llil-CoMnS Of Sec. 145.19, Was. Slats.
• Inspection of the, private sevvage system installation is required. Arrangements for inspection shall be madewith
the oicsig,nated county official in accordance with the provisions of See. 145.20(2)(d), Wis. Stats.
• A state approved CIIILICtlt 1_11ICT is re(jLljl_Cd. Maintenance information must be given to the owner of the tank
explaining) that periodic cleaning ofthe filler is required. Access to the filter for- cleaning must he provided
per SPS 384 product approval conditions.
• The area within 15' downslope of'the dispersal cell shall remain undisturbed. Vehicular traffic, excavation or
soil compaction is prohibited in this area.
• AsO m.,, A.'JIq qp pno-val-pl, lis _s ifications and this letter shall be on site dUrim,, construction t d open to
l__ 1!emc_-this,,,.letter - ------ - --------- 1-1-11-�--l'-----,----,-�-�,,� 111 a, 1-_,
i i pec ion by authorized representatives ofthel) p, r me i ..whioj1Lnj� I s t, c �i I I t 4_y include local jnsp.�.qqm
3|mUNkBIRD
Owner Responsibilities
� The current *wner, and cachsubsuqunmOwner, shall receive ocopy of1hisletter inc|udinoinstructions oladno
mProper use uodmuin/cnumucofdhcsystem. Owners xhu||receive ucopy o[|hrappropriate operation and
maintenance manual and/or owner's manual k`rdhc P0VVl6 described in this approval.
� The owner ol'a POWTS shall be responsible for ensuring that the operation and mainlenance of,the POWTS
Occurs in accordance with this chapter and file approved iminagement plan under s. SPS 383.54(1).
m In the event this soil absorption myNum or any of' its component parts ma|6/ndiono so as to create xhealth
hazard, the property owner must fbUmvtile couhn�Mncyplan an described in the approved plans.
� The owner is responsible for submitting a niaintenance verilication report acceptable to [Ile County for
maintenance tmckingpurpomcx. Reports shall bcsubmitted utinten�th
e
ill tile POVVTS.
In gralltili� this approval the Division of'hidLlStry Services reserves the right to require changes or additions should
conditions ariaomaking them necessary for code compliance. &sper state stu1s 181.12(2). nothing iothis review
shall relieve the designer u[thoresponsibility fordmi�nin�uso6rhui|din�,s�ucm/e,orcnmpononc
Inquiries concernino this correspondence may be made to nic at the telephone nurnber listed below, or at the address
onthis letterhead.
The above left addressee shall provide aCopy of&is letter and the POW[Smanagement plan hthe owner and any
others who are responsible for the installation, operation or maintenance ol'the POWTS.
8�ce h\
Tifiany Marshall
Wastewater Specialist . Division of|ndu»Uy Services
(608)267-9378.
/iO",Iiiymaaha]|k�),vioconxio.(,uv
Fee Required $ 250.00
This Amount Will Bc Invoiced.
Wher) You Receive That Invoice,
Please Include a COPY With You]'
Payment Subi-nittal.
�HAUN R BIRD
PaS!e ?, 6/6,'2 010
(:)weer Respon sibilifies
The current owner. and each Aibsequcw Owner. shall receiver a COpN; Of this, letter• jrWILldirl : L, instructions relating
k) propel use and maintenance of the wstern. Owners shall receive a copy of the appropriate operaltion and
maintenance manual alid/or owner',s manual for the PO'vVTS described in this approval.
Thc owner of a POWTS shall be respowible foy
0 - that the operation and rnaintenance of Lhu POWTS
occurs in accordance wilk this chapter and the approved rear a,21MCDt plan under s. `PS 383.54(l
In the event this soil absoq)tion Sysleln or any of'ils Component parts j-n,,LlfhUCrtiOflS so as to create a health
hazard, the projlel-t"y OWnCl- 111LISt f'0110W the contingency plan as described in the approved plans.
• The owner is responsible for submitting a maintenance verification report accej%,1h1c to the county for
rnainteriance tracking ]XIT-POSeS. RCI)Orrs shall be subtflitted at intervals appropriate 44>r the cornponent(S) Utilized
in the POWTS.
In (-1111TItift(I this approval the Division of'fildustr\ Services 1VSCrVCS the rj011 to I-eLjUire chariges or additions should
conditions arise niakimi therm neccssar\ for code cornpliance. As per state slats 10 1 . 12(2), nothing, in this review
shall relieve the desiuner ofthe rcSpojrjsh)jjjl\ f(jr designinL, a safe bUildino. stl-L,wture, or component,
lnquiries concernin, this correst'Jondence may be nutdu to the at the telephorle number listed below, or at the address
on this letterhead.
The above ieff addressee shall provide a copy of this leter and the POAKTS manageinent plan to the owner and arty
other:, who are responsible for the installation. Operanon Or mallACMUIC.0 of the PO""I'S.
Since
Tif`fany Marshall
\Vastewater Specialist Division of Industry Services
(608)267-93 78
--- - - ........ . .....
Fee Required $ 250M
This Amount M"fll Be Invoiced.
%kThen You Receive That Invoice.,
Please Include to COPY With YOUr
Payment SUbInittal.
'KiSMART code: 76-33
93ml=
Shaun Bird
Bird Plumbing Inc.
1432 120th St.
New Richmond Wi 54017
715-246-4516
Date: 5/19/16
Owner:Creative Homes
Location: NE1/4 NW1/4 S1 1 T28 N,R19 W 728 Mount Curve Court Troy
Manuals Used: Mound Component Manual Version 2.0 (N.01/01, R. 10/12)
Pressure Distribution Manual Version 2.0 (N.O 1 /0 1 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 and cross section
License ni
RE"CEIVED
�A I � "1" 1 F
Z h
DTI I'
APPROVED
OF SAJ�:E`I`Y AND
SSIONAL SERVICES
)FINDUS"i'RY SERVICES
0 L
1 D t.) ST' R Y S E F1 V � (�`E 6
PLOT PLAN
PROJF,-r creative Homes A DDRESS \A/oodLx,jry Mn 55125
NE 1 /4 NW 1/4S 11 pr 28 N/R 19 W TOWN Troy
couNn, ST. CRM
SYSTEM ELEVAT)ON 101,0'
5/19/16
BEDROOM 4
CONVENTIONAL
IN -GROUND PRESSURE
CONVENTIONAL LIF'
HOLDING TANK —
m () I jN D XKX
1255 gallons
SEPTIC TANK SIZE
LIFT TANK SIZE
DOSE TANK WE 765
HOLDING TANK
SIZE LOAD RATE 1,0
ABSORPTION AREA 600
# of' chambers none
BE NCHMItRK
V.R.P. Top of spike in ground
/—.,\
ASSUME ELEVATION
100' Filter 1-ifetime Filter
BOREHOEF
W
�� ELL "H.R.P. same as bench
rriark
All Piping shall be ASTM SDR 30/34. within
Z7
10' of tank, piping shall be ASTM F891
Z
Property Line
P rn pe rt�, Area 15 " be I rive sy,ste rr,
Line is to re rna i n
undisturbed
B-A
13 2, %, 8 10 Pe
B-C
99�5'
Tank, ito tie piroperl�y bedded and
pro,vided v�ith Brickdovn covers with
approved yarning labeks,
P Pro
B 4
Pro
r_,)o rr�
edroom , 7
, e
jjJ
B. M.
Huffoutt Combri Tank
I CIO. 51
G rad i rig i �� to be done to divert.
run-off 8wa,.,, from s��,-wtern
1 kre Lot
to to rro,-et a I I VV D N P, se t bac k-:
Mount Curve Court
a I e = 1 /4
S -
Topsoil ASTM C-33 Clean aggregate 4 in. sch. 40 pvc
Cap Material '/2 to 2 1/2 in. dia, 0
L El' sand fill observation pipe
GENERAL INSTALLATION: The 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 1/4inch. 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 6 inches and secured in place with rebar or a closet flange.
10/07 lgj Page_ Of
Pressure Lateral Layout
Two Laterals — End Manifold
am
rorce iviain
Distribution Network Sp,
Lateral Diameter
Manifold Diameter
Orifice Diameter
_(()riijice §�cino
M (Manifold Len
Force Main Diameter
Force Main Length
In.
In.
1— In.
in.
Ft.
Ft.
In.
ded
[out
9
Ig
Sweep
90
Bend
Pressure System Construction
Laterals are constructed of Schedule 40 PVC
pipe. Orifices are drilled perpendicular to
the pipe with a sharp drill bit and face down.
Lateral turn -ups terminate with a threaded
cleanout plug and are enclosed in a 6-8 inch
diameter lawn sprinkler valve box accessible
from finished grade.
�.,i
P PI
age _11.111-1 of
00 0
03/05 lgj
Septic -Dose Tank Cross Section And Pump Performance Specificatioi
I M MI IV,
inlet
I 1 91, il
outlet Manhole Min. 4" Above Grade With
Looking De4ic, Inlet Manhole
< 6" Below Gr�& Sealed Watertight
inlet
I 1 91, il
outlet Manhole Min. 4" Above Grade With
Looking De4ic, Inlet Manhole
< 6" Below Gr�& Sealed Watertight
PII
♦
(dead) D:
Total
♦
Total
1111, TM, -- , 7t lama
rza COON
Manhole Min. 4" Above Grade
With Locking Device \
Disconnect
Means
Bottom
Elevation
2r, t
GENtRAL INSTA I LLAIJON: The ♦septic/dose tank is bedded and back filled in accordance with the
manufitaturer's Product approval specifications. Maximum depth of bury as specified. by the manufacturtr may not
be exceeded without prior approval. Manhole I covers exposed to grade have an effoofive locking device (padlock)
installed. Piping at the inlet and outlet is of approved material, connected to le tank I Ight fittilags, and
laid on stable soU to prevent settling or AggUIS The f0roc ma"n is sleeved wilh C Sch. 40 PVC to bridoe the tank
Electrical service complies with NEC 3()0 and Comm 16,23,
excavation and the sleeve. is Sealed *aterfight.
Page f,75 of
02105 U
IN
160 240 FLU
FLOW PER MINUTE
• Timed dosing panels available. I "
Electrical alternators, for duplex systems, are available and supplied with
an alarm.
Variable level control switches are available for controlling single phase
systems.
• Double piggyback variable level float switches are available for variable
level long and short cycle controls.
Sealed Wk-Box available for outdoor inseallafions, See FM1420.
Over 130'F. (54*C,) special quotation required.
1521I53 Sehes
EA -CAUTION --]
All installation of controls, protection devices and wiring should be done by a qualified
licensed electrician. All electrical and safety codes should be followed including the most
recent National Electric Code (NEC) and the occupational Safety and Health Act (OSHA).
10TAL DYNAMIC l-,EAD/CAPAi-.lfY
PER VINUTL
EFFL,UENT AND DEWATERING
MODEL I
Feet Meterse(ers
I Go;, Liters I Gal I Liters
t) 50 2C1 77 72-
231 70 265
i 5 53 201 61 231
20 6 44 167 52 7 t 197
34 129 42 159
9 i 23 87 :3 -1,
'31 7 2 2 85
T... .....
40 12.2 1 j42
33 n. Fi, 1(11 6rn) 44,0 Ft 3.4m)
... . .......
0 1 45CO
3 27/3
9
32
5
-1 1--
Ono
1. Single piggyback variable level float switch or double piggyback variable level float
switch. Refer to FM0477,
2, See F1`00712 for correct model of Electrical Aftemator E-Pak.
3. Variable level control switch 10-0225 used as a control activator, specify duplex (3)
or (4) float system.
For unusual conditions a reserve safety factor is engineered into the design of every Zoeller pump.
MAIL 70: P.O. F30X 16347
Louisville, KY 40256-034? Maoufacturersol'.
I
SHIP TO: 3649 Cane Roo ROad
Louisville, KY 40211-1961
VM #�. - (502) 778-2731 � 1 (800,1926PUMP
http:11www,zoeIJencom LJ.FAX (502) 774.3624
Q Copyright 2000 Zoeller Co. All rights reserved
POWTS OWNER'S MANUAL & MANAGEMENT PLAN Page.ot_
FILE I INFORMATION
Owner
Permit #
nF.qir.N PARAMETERS
Number of Bedrooms
11 NA
Number of Commercial Units
;b, NA
Estimated flow (average)
U gal/day
Design flow (peak), (Estimated x 1.5)
aV-
6 L .... .. . ... .. gdav
Soil Application Rate
11
galtdaytV
Influent/Effluent Quality
Monthly average*
Fats, Oil& Grease (FOG)
--r.30 mg/I..
Biochemical Oxygen Demand (BODs)
�20 mg/L
Total Suspended Solids (TSS)
:5150 MA -
Pretreated Effluent Quality �NA
Monthly average"
Biochemical Oxygen Demand (6013s)
s30 mg1L
Total Suspended Solids (TS$)
s30 mg/L
Fecal Coliform (geometric mean)
:51W cfu/100MI_
Maximum Effluent Particle Size
Y,, inch diameter
MAINTENANCE SCHEDULE
SYSTEM SPECIFICATIONS
Septic Tank Capacity
al
0 NA
Septic Tank Manufacturer
/7
F1 NA
Effluent Filter Manufacturer
0 NA
Effluent Filter Model
0 NA
Pump Tank Capacity
DNA
Pump Tank Manufac.Cr4e`r�
0 NA
0 Na
7
Pump ManufacturerZ.,
Pump Model
EI NA
Pretreatment Unit
�ff
'NA
Cl Sand/Gravel Filter
0 Peat Filter
• Mechanical Aeration
0 Wetland
• Disinfection
0 Other.
Manufacturer
Dispersal Cell(s)
• In -ground (gravity)
0 It) -ground (pressurized)
• At -grade
Mound
• Dri ine
Cl e r:
Values typical for domestic (non-cornmerciao wastewater and
septic tank effluent.
Values typical for pretreated wastewater.
Service Event
Service Frequency
Inspect condition of tank(s)
At least once every
"17 0 months ,year(s)
(Maximum 3 yrs.)
Pump out contents of tank(s)
Inspect dispersal cell(s)
When combined sludge and scum equals one-third (Y3) of tank volume
At least once every —7' 0 monttf� (Maximum yrs.)
Clean effluent filter
At least once every
71 0 months /13-year(s)
Inspect pump, pump controls & alarm
At least once every
0 month ar(s)
0 NA
Flush laterals and pressure test
At least once every
0 months"A'ryear(s)
0 NA
Other
At least once every
0 months 0 year(s)
NA
Other
At least once every
0 months 0 year(s)
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, 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 celf(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.
When the combined accumulation of sludge and scum in any tank equals one-third (i) or more of the tank volume, the
entire contents of the tank shall be removed by a Septage Servicing Operator and disposed of in accordance with ch. NR
113, Wisconsin Administrative Code.
The servicing of effluent filters, mechanical or pressurized POWTS components, pretreattment components, and any
other maintenance or monitoring at itlervals of 12 months or less shall be performed by a certified POWTS Maintainer.
A serves report shall be provided to the local regulatory authority within 10 days of completion of any service event.
START UP AND OPERATION
For new construction, prior to use of the POWTS check treatment tank(s) for the presence of painting products or other
chemicals that may 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.
Page of ,
START UP AND OPERATION
For new construction, prier to use of the POV TS check treatment tanks) for the presence of painting products ether chemicals thri
may impede the treatment process and/or damage the dispersal cell(s). If high concentrations are detected have the contents of thf
tank(s) removed by a septage servicing operator prior to use.
System start up shall not occur when soil 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 bie
discharged to the dispersal cell(s) in one large dose, overloading the cell(s) and may result in the backup or surface discharge of fito erd.
To avoid this situation have the contents of the pump tank removed by a Septage Servicing Operator prior to restoring power
effluent pump or contact a Plumber or POWTS Maintainer to assist in manually operating the pump controls to restore normal levels
within the pump tank.
Do not drive or park vehicles over tanks and dispersal cells. 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 fallowing from the wastewater stream may improve the performance and prolong ilia life of the PUWT��:
antibiotics; baby wipes; cigarette butts; condoms; cotton swabs; degreasers; dental floss; diapers; disinfectants; fat; foundation dra(n
(sump pump) water; fruit and vegetable peelings; gasoline; grease; herbicides; meat scraps; medications; oil; painting productis;
pesticides; 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(ly
and safely abandoned In compliance with chapter Comm 83.33, Wisconsin Administrative Code:
Ail 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 properly 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 filled with sail,
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 compli«Ont
replacement system:
• 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 required
setbacks from existing and proposed structure, lot lines and wells. Failure to protect the replacement area wet result In the neled
for a new soil and site evaluation to establish a suitable replacement area, Replacement systems must comply with the rulwl in
effect at that time.
® A suitable replacement area is not available due to setback and/or soli limitations. Barring 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. It 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 infiltralive
>11U„"'surface, Reconstructions of such systems must comply with the rules In effect at that time.
<<WARNING>s
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 O� A
PERSON FROM THE INTERIOR OF A TANK MAY BE DIFFICULT OR IMPOSSIBLE.
ADDITIONAL COMMENTS -- --
POWTS INSTALLER
Name "
Phone —
POWTS MAINTAINER
Name °
_Phone
A' u✓ 7
SEPTAGE SERVICING OPERATOR PUMPER LOCAL REGULATORY AUTHORITY
Name.: Name µ
^° ,
Phone w' Phone
This document was drafted in compliance with chapter SPS 383.22(2)(b)(1)(d)&(f) and 383.54(1), (2) & (3), Wisconsin Administrative Cade,
0 4 3
04
I
01 GOP between Case and Serpentine
m8um.
A
9.E
100
1
-1921
m
r-
VV . 1/4, THE SW 1/4 OF THE NW 1/4, THE NW 1/4 OF THE NE 1/4, THE NE 1/4
IND THE SW 1/4 OF THE NE 1/4 OF SECTION 11, ALL IN T28N, Rl 9W, TOWN
INCLUDING LOT 2, CERTIFIED SURVEY MAP, VOLUME 16, PAGE 4332, DOCUMEN-1
RVEY MAP, VOLUME 9, PAGE 2427, DOCUMENT NUMBER 476499.
OUTLOT5
nrl')l Arpr
0
34
?2,6 ACRES
,407 S.F.
43
�65 ACRES
Z86 S.F.
NOFTH uVE e
:.
Documcmt NURI'DU
State Bar of Wisconsin Form 6-2003
SPECIAL WARRANTY DEED
DOUL1111CIa Name
TFIN made between BM0 I [arrisBank National ASocjalion, successo _ ly-
I ier er with M&I Marshall 5, 11stey Bank
("Girantor," whether one cir more), and
(..',reative Horne Construction Investments, LLC', a Wisconsin firniteLl liLbAt
("(.irantee," whether one or more),
(Ji-antor for to valuable consideration, conveys to Graince the following described real
estate, toLAether will[ the rents, Profits, fixtures and, other appuiteriant interests, in
St. Croix County, State of' Wisconsin ("Property") (ifniore space is
needed, please attach addendurn):
See attached F'Xhibit A.
I I IN'IIIII I lil II lil I
8 1 4 7 9 0 4
Tx � 4120163
Recording Area
Narne and Return Address
E I
t.sth�ctlml SNIlenNs, NA,
" C-
I I %0
It" 8 2 0 P44
Seu I'xhibil A
Parcel Identillication Numb(A (111N)
"I'll i's is not homestcad property.
(is) (is not)
(:;aantor wari ants that the title to the Property is good, Indefeasible, in fce simple and free: anti Clear Of' ell CUmbran ces arising by, through, or under
GM111,01-, CXCCPI MUlliCipal and zoning ordinancu; and agreements entered under thern, recorded easements for the diStril)Utiffll of utility and
municipal services, recorded building and use restrictions and co"'mants, genc-nd taxes levied in the year 2013, and Permitted Lncunibrances
described On the attached E'xhibit B.
I)ated Febr-U 13MO IIA-KRIS BANK NATIONAL A` S(r )CIATION,
succeSS", III, th &I M', rshall & 11sley Bank
a I M,
------ — ----- -__(SEAL)
AL). -
By: J, S. autve , I President
"aut, 1, & President
Bv:
. ..... ......
CAI
authenticated oil
cp
NS
LV
I"---
`ITI-11,": MliMBEJ� S'l A BAR Ot,'at\YJS,O)NSIN
(If ]lot,
authorized by Wis, Stat. § 70(.('6)
y1f IS T]"D BY:
, INS'FR.UMFNT1 RAF
Marvin ( Byrium 11,
14iiin, S,C-11---------
ACKNOWLEDGMENT
STATF, OF WISCUNSIN
) ss.
MILVAIJUP, COUNTY )
Personally came before, Ine on A 1_20 - 1 3
tIjeaj)ojj1rjed ry S. KantZer,fVice Presiclent of BMO
flarris Bank National Association
to me known to be the persori(�) w io executed the foregoing
ITI'Liolent ( d ac �` )wlCc the.9jitne,
. . . .......
Cand Fee Ilukin,
Notary Public, State ol'Wisconsin
My Comm scion (is-per=maiieiit) (expires April 6, 2014
9003373_2 (SigIlAtUres may he authenticated or ;acknowledged. Both iire not necessary.)
N01 E�: 'I"Ilf.q IS A STANDARD FORM. ANY MODIFICATIONS TO THIS FORM SFIOULD 13E CLEARLY IDENTIFIED.
SPECIAL WARRANTY DEED 2003 STA1 E BAR OF WISC.'ONSIN FORM NO. 6-2003
I
Is
�110DA
Legal Description
lots2,]il3.l4`D.l6,l7,l9`24'Zj. 3.34.35,36,37,38`39\40,41,42,43'44,48,52'52.54,55,56,57'58
and 50.Plat u[BU}sofTroy iotlleTu^moI11-0y,ScCuOjxCuu11ty, Wioocuio.
yau�\lDNos:
040 131840-002
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840'130-00-013
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040'1]}8'00-026
040-1318'00-032
040-1318-00-033
040'1318-00-034
040`13l&'00-015
040318-00-06
040-1318�0-037
040l318'00-088
04081300-03g
040`1318'00-040
0401318l0'041
0401318-00-042
040-1,318-00-043
040'1318-00-044
040-130-00-048
040'130-00052
040-1318'00-05,�
040-1318-00-054
040-1318'80-055
040-130'00-856
040-1318-00-057
040-131800-058
040-1318'00'059
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LOT 52, HILLS OF TROY
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ST. CROIX COUNTY
SEPTIC TANK MAINTENANCEAGREEMENT
,AND
OWNERSID? CERTIFICATIGN FORM
Owner/Buyer
Property Addressl'-"
Ail 01 Vol
City/State Parcel Identification Numbero
LEGAL DESCRIPTION
Property Location ILL- 1/4 1A Sec. T,,'/' _0R 7 _—W, Town of
Subdivision Lot #
Certified Survey Map Volume Page #
Warranty Deed # J Volume Page #
Spec house no Lot line,, identifiable (des) no
i
Improper use and maintenance of your septic system could result in its premature failure to handle wastes. Proper
tramtenauce consists of pumping out the septic tank every three yews or sooner, ifneeded, by a licensed pumper. What you put into
the system can affect the function of the septic tank as a treatment stage in the waste disposal system Owner maintenance
responsibilities are specified in §Comin 83.52(l) and in Chapter 12 - St Croix Cmy Sanitary Ordinance.
The property owner agrees to submit to St Croix County Planning & Zoumg Department a certification form, signed by the
owner and by a master plumber, journeyman plumber, restricted plumber or a licensed pumper verifying that (1) the on -site
wastewater disposal sysU= is in proper operating condition andJor (2) after inspection and pumping (if necessary), the septic tank is
less than 113 full of sludge.
Uwe, the undersigned have read the above requirements and agree to maintain the private sewage disposal system with the
standards set forth, herein, as set by the Department of Commerce and the Departzriont of Natural Resources, State of Wisconsin.
Certification stating that your septic system has been maintained must be completed and returned to the St. Croix County Planning &
Zoning Department within 30 days of the three year expiration date.
Uwe certify that all statements on this form are true to the best of my/our kmowledge. Uwe arn/are the owner(s) of the
property described above, by virtue of a war ra recorded in ix cc
deed record Register of Do Is Offi
1, 111S
Number of 00 b
7
T1 'F
SICNTA OF APPLICANT(S) DATE
***Any information that is misrepresented may result in the sanitary permit being revoked by the Planning & Zoning Departuicut. ***
11 1 �Ijqi�1111 111111
Wisconsin Departulent of Commerce SOIL EVALUAT]ON REPORT' Page of 3
Division of Safety and BUlldings in accordance with Corrint 85, Vvis. Adm. Code
County Sri'. CROIX
Affach complete site plan on paper not less than 8,1/2 x 11 inches in size. Plan rnust,
,lance to nearest road
include, but riot limited to: verticat and horizontal reference point (BM), direction and Parcel I.D.
percent slope, scale or dimensions, north arrow, and location and distance I- M-7—
Please print all information. ev�wk6d' Date
Personal information you in wider may be used for sec,ondary purposes (Privacy Law, s.'15,04 (1) (rn))
>
Property Owner Property Location
NORTI I DAKOTA STATE UNIVERSITY c/o Len Beskar Govt. Lot -- -- NE 1/4 NW 1/4 S I I T 28 N R 19 (or) W
Property Owner's Mailing Address Lot # Block # Subd. Name or CSM#
Rodli, Beskar, Boles & Krueger SC, 219 N. Main Street N32 --- Hills of
City State Zip code Phone Number oCity []Village �TownNearest Road
River Falls, WI 1 54022 71.5) 425 - 7281 Troy I Coulee Trail
- ----- -- -----------_-- - ,
R New Construction Used Residential/ Number of bedrooms 4 Code derived design flow rate 600 GPD
n Replacement Public or commercial - Describe:
Parent material ...._..lows over till Flood Plain elevation if applicable
General comments Mound System Q� -- 1.00 ft. sand fill -- _Ioadjn�._raplow dete -- pth 12"
and recommendations:
(If pre-treatrnent system - below -ground drip irrigation)
1�011 W
A I Boring # LJ r3filmy Ground surface elev. 99A)6 ft. Depth to limiting factor 34 in.
R. Pit ------- ---- qnd Annlinqtirin Rnt.-I
Horizon
Depth
in.
Dominant Color
Munsell
Redox Description
Qu. Sz. Cont. Color
Texture
Structure
Gr. Sz. Sh.
Consistence
Boundary
Roots
GPD/ff
*Eff#1
I 'Eff#2
1
0-5
1 OYR3/2
sit
3finslA
nivfr
eb
3vf-rn
0.6
0.8
2
5-13
1 OYR3/2
sit
31" rna&sbk
rnfr
as
2vf'-m
0.6
0.8
3
13-24
I0YR4/4
sit
317-niabk
nift
CS
201ni
O; 6
0.8
4
24-34
7.5YR4/4
s
Osg
rut
ab
2vf-m
0,7
1.6
5
34-44
1 0YR5/8
12C 10YR4/6
s
Orn
mvii
0.7
1.6_
Few cobbles,
E Boring # F1 Boring Ground
24
l F1 Fit Ground stir -face elev...- . ........ ...._.....it. Depth to limiting factor _. --- _-, _ _ ." - M. I Soil Abdication Rate
Horizon
Depth
in,
Dominant Color
Munsell
Redox Description
Do. Sz. Cont. Color
Texture
Structure
Gr. Sz. Sh.
Consistence
Boundary
Roots
GPD/ff
*Eff#1
'Eff#2
1
0-8
I0YR3/2
sit
2f-nia&sbk
nivfr
as
I v f4n
0.6
0.8
2
8_19
IOYR4/4
sit
2fhbk
i n fi-
as
I of nt
0.6
0.8
3
19-24
7.5YR3/4
SI
0111
t n fi,
as
I v
U
0.6
4
24-32
7.5YR4/4
12r7,5YR3A
SI
Orn
rnfi-
I Vf-f
0.2
0,6
I lori zoi 1 3
has borne gi.
Effluent #1 = 130U� > JU < ZZU rng1L and I Z5,j >sU < I bU Mg/L. tmuent Fz = buu� ou mgiL aria r �� � �v rnq(L
CST Name (Please Print) signatt. CST Number
Mary Jo Hollister_ ITIa, s /,/\" 224832
Address Date Evaluation Ccsnducted — Telephone Number
1775
W9875 690th Avenue, River Falls, WI 54022 05 - 04 - O� & 05 - 23 06 (715)426
Property Owner NDSLJ (Lol N32) Parcel ID #
11 Boring
Bonrq # 9954
El - n-Pit Ground surface elev. --- 111.1--- -JL
(Pending)
Depth to Limiting factor 25 in.
2 3
Page
I Snit Annfir,,qtinn
Horizon
Depth
in.
Dominant Color
Munsell
Redox Description
Qu. Sz. Cant. Color
Texture
Structure
Gr. Sz. Sh.
Consistence
Boundary
Roots
GPD/ff
*Eff#1
*Eff#2
I
I 0YR3/2
A
31gr&a&sbk
mvfr
as
M-in
0.6
0.8
2
(9-22
IOYR4/4
sict
if
nit'r
as
2vff 1
0,6
3
7.5YR3/4
S]
0111
rn fr
as
I vf-f
U
O6
—4
25-38
7.5YR3/4
f2f 7.5YR4/4
sl
Out
Infr
O2
O
Boring Ar U! Boring
Flit Ground surface ft. Depth to limiting factor
Soil A, location Rate
Horizon
Depth
in.
Dominant Color
Munsell
Redox Description
Qu. Sz. Cant, Color
Texture
Structure
Gr. Sz. Sh.
Consistence
Boundary
Roots
GPD/ff
*Eff#1
*Eff#2
I
Bering
Boring # Ground surface elev. ft. Depth to limiting factor In.
Pit
Soil AoDlication Rate
Horizon
Depth
in,
Dominant Color
Munsell
Redox Description
Qu. Sz. Cont. Color
Texture
Structure
Gr. Sz. Sh.
Consistence
Boundary
Roots
GPD/ff
*Eff#1
*Eff#2
Effluent #1 = BOD, > 30 220 mgIL. and TSS 30 < 150 rng/L Effluent #2 = BOD, < 30 urgIL and TSS < 30 mg/L
Me Department of'Cloin merce is an equa I opportunity sery i cc prov i der and employer, If you nced ,assistance, to access services or
frecri material in an ahernate lia,trial., please contacl (tic deparlinent at 608-266-3151 or TTY 608-264-8777.
1,11M) R %Vr I �,t W 0 MN4
Plot Plan fi?r Hills of'Trqy
7'bwn of noy, St. Cro "i County, Wbconsil
Legal Description
7,7
21
32
re
al
�PA
r
lbp
wnx
I
. . .. .....
Wisconsin Department of Comme . .... .. L EVALUATION REPORT of 3
Division of Safety and Buildings Page
in accordance with Coll M�85, VAS. Adm. Code
County
Attach complete site plan on paper not fe�$is than 8 112 x 11 inches in si'ze. Pfa 6rrtus t 1, 'Aa j ST. CROIX
;—
include, but not lirnited to: vertical and horizontal reference point,"BM), direction an ''-O Parcel I.D,
percentslape , scale ordimensioils, north arrow, and location and cljst�jo6ele,neprest road. (I" 1-1,, N ) I N G)
Plead Prin(70Y,,,jVfqrMatjpn. R viewed Date
lltrsorral information you provide maybe used for secondaiy ptirposes (Privacy Law, s. 1504(1)(n))'
Par, R -T L,--- d wiewe
-Fr'p-rtY —0w"'r Property Lacafion
NORTH DAKOTA STATE', UNIVERSITY c/o Leo Tieskar Govt. Lot NE 1/4 NW 1/4 S 11 T 28 F1 M
N R 19
F,ope,tyO--,Ier'sMarling A—dd,e-,s E (or) VV
Lot Block # SUbd�. Name orCSNW
Rodli, Beskar, Boles & Krueger SC, 219 N, Main Street N32 Hills of" Tray
5'fi---�§tate —Zip Code Phone Nu-m��ber�-- MT
River Falls, WI 1 54022 71) 425 -7281 'ity Village - Town Nearest Road
I C,01,11ee'frail
JL-j New Construction UseG] Residential / Number of bedrooms 4 Code derived design flow rate 600 GPD
11 Replacement Public or commercial - Describe:
Parent material
loess over till Flood Plain elevation if applicable
General
and rk,�cOt rrien7irs- Mound System I ft. sand Fill --- 0.4 loading rate -- plow depth 12"
(It'pre-trealincrit system below -ground drip irrigation)
7
F1 Boring -- 71
Boring #
MPit Ground surfaceelev,/' 10 8566 34
Depta'ih to limiting factor in.
Horizon
Depth
Dominant Color
Redox Description
Texture
Structure
Consistence Boundary
Roots
-§2q±lication Rate
GPD/ff
in.
Munsell
Qu. Sz. Cont. Color
Gr, Sz, Sh.
*Eff#1
'Eff#2
1
0-5
1 OY 10/2
sit
3C-msbk
rn v Ir C b
3vf-rn
--
06
0.8
2
5-13
1 QYR 1/2
sit
3f'-nia&sbk
nift as
I
2vf-rri
0.6
0.8
3
13-24
1 OY R4/4
—
sit
3f-mabk
Tuft- Cs
20'm
0.6
0.8
4
24 34
7.5YR4/4
s
Os
ab
2 v f- rin
0,7
1.6
5
34.44
1 OYR5/8
f2f 10YR4/6
s
Orn
nivii-
0.7
1. 6
Few cobbles.
. ...... ....
... . ..... .
-
B
Boring # Boring J�'Pj' �'
1087.28 R" C, /C q �• 2
24
M Pi, Ground surface' elev. ft I)—+J, E-4— I--
Horizon
Depth
in.
Dominant Color
Munsell
-
Redox Description
Qu. Sz. Cont, Color
Texture
Structure
Gr. Sz. Sh.
Consistence
Boundary
Roots GPI
'Eflf#1
0-8
1 0YR3/2
sit
2f'-.Yiia&,.sbk
1 1 1 V fir
as
I vl' In 0.6
2
8-19
1 OY R4/4
sit
2fabk
— 11 1
n I fir
as
1 0.6
3
19-24
7.5YR3/4
—
S1
OT11
nift
as
I Zvi f 0.2
4
24-32
7.5YR4/4
1'2f 7.5YR3/4
—
SI
---- — — ------ -----
oin
infr
I vf-f 0.2
I lorizon .3 1
has sorne gr.
[00 �ju IOU
CST Name (Please Print) Si(
Hollister
Address
W9875 690th Avenue, Rivcr Falls, WI 54022
ation Rate
Mf
*Eff#2
0.8
0.8
0.6
0.6
Effluent #2 L and TSS < 30 mg/L
CST Number
224832
Date Evaluation �-'onducted Telephone Number
05 -04 -()5 (715) 426 - 1775
Property Owner
NDSU (Lot N32) Parcel
ID #
(Pending)
2
3
Boring # Boring
1 Oo6,14
Page
A
of
Pit Ground surface ele'
25
Depth to lim"'4 factor_
Horizon
Depth
Dominant Color Redox Descnption
Texture
In,
Stru
Structure
Structure Consistence Boundary
e Boundary
ry
Roots
Roots
GPD/fF
in.
Munsell Qu. Sz. Cont, Color
Gr. Sz
Gr. Sz. Sh,
*Eff#1
*Eff#2
1
0-9
1 OYR3/2
A
j_' ,
3fgr&a&sbk
rywfir
as
vf_M
2vf-m
O.6
0.8
2
9-22
IOYR4/4
Sid
'I
jc.t
abk
ni Fir
5h
as
—�-v —f-T
vj_f
k2
0-4
—
0.6
22 -25
—
7.5 R3/4
s]
Orn
infir
"is
I vf-f
"f_f
—
0.2
0.6
25-38
7.5YR3/4
f-21' T5YR4/4
sl
(01m
nift
0,2
0.1
171 Boring # C] Boring
M Pit Ground Surface elev. Death to limiting fa(-.tnr i�
Boring # Boring
L-1 Pit Ground surface elev Depth to limiting factor
Horizon
Depth Dominant Color
in. Munsell
Redox Description
QU, SZ, Cont. Color
Texture Structure
Gr. Sz. Sh,
Consistence
Boundary Roots 11 .
Soil Application Rate
GED/T n.
Eff# 1 1 *Eff#2
* Effluent #1 = BCD,' > 30 < 220 mg/L and FSS 30 < 150 mg/L * EfflUent #2 = BOD, < 30 mg/L and -FS,,--, < 30 I'Tig/L
The Department of "orIllnerce is an CxJtlal opportunity service provider and employer. 11"you need assistance jo access services
need material in an alternate l6rinat, please contact tile (IOPartnicill at 608F
-266-3 151 or '1 Y 608-264-8777. or'
SIM) 83 10"1 m (R 07 00�
7-t",
)j 1>0
zi
........ .
. .. . .... . . ....... .
Plot Plan for.flills of Trqy Page 3 qf 3
Town of Troy, St. Cro"' County, Wisconsin
Lot .1" = 40
ft-
LegalDecri
s tion CF 2ft. contrsoup
9 = Backhoe pit
76,1
16C
A 15C