HomeMy WebLinkAbout040-1289-40-000 Wisconsin Department of Commerce PRIVATE SEWAGE SYSTEM County: St. C roix
Safety and Building Division
INSPECTION REPORT Sanitary Permit No:
463247 0
GENERAL INFORMATION f (ATTACH TO PERMIT) State Plan ID No:
Personal information you provide may be used for secondary purpos -s [Privacy Law, s.15.04 (1)(m)].
Permit Holder's Name: City Village X Township Parcel Tax No:
Bast, Kernon Troy Township 040 - 1289 -40 -000
CST BM Elev: Insp. BM Elev: BM Description: r� Section/Town /Range /Map No:
Ob rcJ� l G� i 18.28.19.1648
TANK INFORMATION ELEVATION DATA
TYPE MANUFACTURER CAPACITY STATION BS HI FS ELEV.
Septic '3 Benchmark
lwJee�.s : sue, I Z( p - 7.3 /67. /M
Alt. BM
0. .?Cf
Aeration Bldg. Sewer
Holding St/Ht Inlet
is . 3�(
TANK SETBACK INFORMATION St/Ht Outlet
rj.$�j
TANK TO P/L WELL BLDG. Vent to Air Intake ROAD Dt Inlet
Septic Z0 7 SG -7 J Dt Bottom
Dosing Header /Man.
Aeration Dist. Pipe 15.33 1617 (o,T(p /6Q 5`{
Holding Bot. System c 4 8
O /Q�
PUMP /SIPHON INFORMATION Final Grade
Manufacturer
Demand St Cover IN
Model Nu
TDH L Friction Loss System He Ft
Forcemain Length I Dia. Dist. to Well
SOIL ABSORPTION SYSTEM
BEDITRENCH Width Length I No. Of Trenches PIT DIMENS No. Of Pits Inside Dia. ___] Liquid Depth
DIMENSIONS 3 1� ��) z �Ce4 - Q-d \
SETBACK SYSTEM TO P/L BLDG WELL LAKE /STREAM LEACHING Manufacturer:
INFORMATION Type Of System: CHAMBER OR
/ UNIT Model Number: ,
1 Q�
Ga wer �o 7 �b 7 / A JA
�,c
DISTRIBUTION SYSTEM Z3 Pr- `-G
Header /Manifold Fistribution x Hole Size x � stems Onl Y Y Hole Spacing Vent to Air Intake
I ipe(s) ` � � 3 f1 h
Length (0 Dia T ength Dia Spacing
S
SOIL COVER x Pressure S xx Mound Or At G rade Only
Systems Y
Depth Over Depth Over xx Depth of xx Seeded /Sodded xx Mulched
G.
Bed/Trench Center +� _ JZ Bed /Trench Edges Topsoil -€ No es No
\ es 1 ��
COMMENTS: (Include code discrepencies, persons present, etc.) Inspection #1: / / Inspection #2:
Location: 372 English Court Hudson, WI 54016 (N 1/4 NE 1/4 18 T28N R19W) English Estates Lot 4 Parcel No: 18.28.19.1648
1.) Alt BM Description = t "" o` 6 � � � (5Z ` C ( wa s
2.) Bldg sewer length = '7 L
- amount of cover =
- - oignatur - Plan revision Re a uired . Yes No ' Use other side for additional information.
_ 6S - - Date Insepc Cert. No.
SBD -6710 (R.3/97)
i
Satiety and Buildings Division County
201 W. Washington Ave., P.O. Box 7102
visconsin Midis 2 Sanitary Permit Number (o be tilled in by Co
De artment of Commerce` A _ 608)
_ OEIV 32 _
State Plan I.D. Number
Sanitary Per p 1i atign ( ,
In accord with Comm 83.2 1, Wis. Ad pc _ al i ormalionyoik prilvii
may be used for secondary pu )so s La s 5 xm) 4 Project Address (if dillcrent than mailing address)
CRQ _
L Application Information - Please Print All Informati"'t NING OFFICE
# 3
I'roperly ( wn 's Name Purccl 4 I ,b N Block N
o - I - am
Pro crty Owner's Mail' g Address Hop�erty Loca� Section
tiiLocation 1/4, �
City, State Zip Code Phone Number — T
�� ` t � — (circle
11. Type of Building (check all that apply)
5 Subdivision Name CSAder
1 or 2 Family Dwelling - Number of Bedrooms
❑ Public /Commercial -Describe Use
❑ State Owned - Describe Use ❑City_❑Vill % Township of
111. Type of Permit: (Check only one box o n line A. Complete line B if applicable) {
A.
New System ❑Replacement System Trcatment/Bolding'1'ank Replacement Only ❑Other Modification to Existing System
B. 11 Perm it Renewal ❑ Permit Revision ❑ Change of U Permit Trunsl'cr to New
List Previous Permit Number and Date Issued
Before Expiration Plumber Owner
IV. T le of POWTS System. Check all that au ly), l
Non - Pressurized In- Ground El Mound > 24 in, of suitable soil U Mound < 24 in. of suituble soil L1 At -Crude ❑ Single Pass Sand Filter ❑
Constructed Wetland ❑ PressuriZed ` hi-- Ground LJ I lolding Tank 0 Peat Filter I] Aerobic Treatment Unit 11 Recirculating Sand Filler El 67
Recirculating Synthetic Media Filter 1_cuching Chamber 1 -1 Drip Line J Gravel -less Pipe Lj Other (q plain)
V. Dis ersal/l'reatment Area Information: ?
Design Flow (gpd) Design Soil Application Rate(gpdst) Di persal Area Required (sf) Dispersal Area Propbs ed sf) System Elevation
i
VI. Tank Info Capacity in Total Number Manufacturer Prefab Site Steel Fiber Plastic
Gallons Gallons of Units Concrete Constructed Glass
New Existing
Tanks Tanks
Septic or Bolding Tank r _
Aerobic 'Treatment Unit
Dosing Chamber
VII. Respgnsibility Statement- I, the undersigned, ass me respoo ibility for installation of the POWTS shown on the attached plans.
Plum r' ;IZ Plumb 's Sig MP /MPRS Number Business Phone Number
PI tubers ddress (Street, Cit , State, Zip Code)
G z
VI11. Count /De aMment Use Onl
Approved ❑ D' Sanitary Permit Fee includes Groundwater Date Issued losuinyAgent Signatur (No Stamps)
Surcharge Fce)�
❑ O
Own von Reason Denial ��
X. Conditions prow R
SYSTEM OWNER:
1 Septic tank, effluent filter and
dispersal cell must all be serviced / maintained
as per management Ian provid 9 p db I
p y p lumber.
2. All setback requirements'must be maintained
as per applicable code/Ordinances-
Attach complete plans (to the County only) for the system on paper not less than 81R x 11 inches in size
SBD -6398 (R. 01/03)
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Wisconsin Department of Commerce SOIL E A I Page of
Division of Safety and Buildings
in accordance with Comm 8 , Wis. Adm. Code County
Attach complete site plan on paper not less than 8 1/2 x 11 inches i ize. fa fustj'I 7 20
include, but not limited to: vertical and horizontal reference point (B , direo`n AM J areal D.
percent slope, scale or dimensions, north arrow, and location and di rice in.n [eft road.
• t �tUIX COUI a by Date
Please print all information. ZONING OFFIC
Personal information you provide may be used for secondary purposes (Privacy Law, a. 15.04 (1) (m)). w • d9
Property er Property Location
Govt. Lot 114 114 S T N R (or)
Propetty ChNne Mailing Address Lot # Blo Subd. Na e or661dIA�"
i
C S to Code Phone Number City ❑ Vliage' Town Nearest oad
( )
JA New Construction User Residential / Number of bedrooms Code derived design flow rate GPD
❑ Replacement ❑ Public or commercial - Describe:
Parent material _� „�, Flood Plain elevation if applicable 41v ft.
General comments
and recommendations:
Boring # E] Boring
K Pit Ground surface elev. � / �? 7 ft. Depth to limiting factor n.
Soil lication Rate
Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots GPD/fF
in. Munsell Qu. Sz. C nt. Color Gr. Sz. Sh. *Eff#1 -Eff#2
i '11/'6 y
9 C?
f - -
Boring # [j Boring
Pit Ground surface elev. &4 a-2 ft. Depth to limiting factor in.
Soil Appl ication Rate
Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots GPDM
in. Munsell Qu. Sz. Pont. Color Gr. Sz. Sh. *Eff#1 *Etf#2
13 ,
a a
*
Efflyent #1 = BOD > 30 220 mg/L and TSS >30 < 150 mg/L • Effluent = BOD < 30 mg/L and TSS < 30 mg/L
CST Na ase nt J Signature CST Number
`.
Address Date Evaluation Conducted Telephone Number
f.Tn (11 .I Tf..MAI
I
Property Owner Parcel ID # Page 1 of y �
❑ ®
Boring E] Boring
^-� ,/` .�
Pit Ground surface elev. ft. Depth to limiting factor _ in.
Soil Applicati on Rate
Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots GPD/ff
in. Munsell Qu. Sz. Cont. Color Gr. Sz. Sh. *Eff#1 1 *011#2
R 4
7�
_ � 9
F 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/fF
in. Munsell Qu. Sz. Cont. Color Gr. Sz. Sh. *Eff#1 I *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/ff'
in. Munsell Qu. Sz. Cont. Color Gr. Sz. Sh. *Eff#1 - Eff#2
Effluent #1 = BOD, > 30 < 220 mg/L and TSS >30 < 150 mgA- - Effluent #2 = BOD < 30 mg/- and TSS < 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 (207/00)
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POWTS OWNER'S MANUAL & MANAGEMENT PLAN,, . Page_,/__of�
FILE .INFORMATION ,y -Z SYSTEM SPECIFICATIONS
Owner Septic Tank Capacity gal O Nb
Permit �/� 3 Z' f Septic Tank Manufacturer - O N'
DESIGN PARAMETERS
Effluent Filter Manufacturer ' O Nn
Number of Bedrooms ❑ NA Effluent Filter Model O NA
Number of Public Facility Units NA Pump Tank Capacity gal � NA
Estimated flow (average) gal/day Pump Tank Manufacturer
Estimated x 1.5) Pump Manufacture( S NA
Design flow (peak}, ! al /da }
NA
I
z
Pump
Rata
P odel
Soil Application al /da /ft
Standard Influe
n ffluent Qualit Monthly average
• Pretreatment Unit
,k� NF.
e (FOG) m /L
CO Sand /Gravel Filter O Peat Filter
Fats, Oil & Grease ( ) mg
/L
Oxygen Demand (BOD 5220 mg /L NA ❑ Mechanical Aeration 0 Wetland
Total Suspended Solids (TSS) 5150 mg /L O Disinfection ❑ Other:
Pretreated Effluent Quality Monthly average Dispersal Cell(s) ❑ Nt 1
Biochemical Oxygen Demand (BOD 530 mg /L ]�In -Grown d ( P
❑ In Ground )
Total Suspended Solids (TSS) 530 mg /L 5d NA ❑ At -Grade 0 Mound
Fecal Coliform (geometric mean) S10 cfu /t00rnl ❑ Drip -Lino O Other;
Maximum Effluent Particle Size Y
x in die. C3 NA Other: ❑ NA
Other. ❑ NA
Other: ❑ NA
f
*values typical for domestic wastewater and septic tank effluent. Other: ❑ NA f
MAINTENANCE SCHEDULE
Service Event Service Frequency
once every: O months) (Maximum 3 years) ❑ NA
At least
of tank s1 � earls)
Inspect condition
Pump out conte of tank When combined sludge and scum equals one -third (Y of tank volume O NA
'`"
Inspect dispersal cell O month(s) ar
s) At least once every; year(s) (Maximum 3 yes) ❑ NA
month(s) C3 Ni, ^ 1
Clean effluent filter At least once every: yearls)
F.
Inspect pump, pump controls &alarm At least once every: 13 month(s) 04N ear(s)
❑ month(s)
Flush laterals and pressure test At least once every: O year(a)
Other: 13 month(s) O NA
At least once every O year(s)
Other: Q 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 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 tht:
immediate notification of the local regulatory authority.
When the combined accumulation of sludge and scum in any tank equals one -third (Y 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 chapter NR 113,
Wisconsin Administrative Code. , „,, z
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 shall be provided to the local regulatory authority within 10 days of completion of any service event.
t3MW 14/0
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 or, other chemicals
that may impede the treatment process and /or damage the dispersal call(s). If high concentrations are detected have the contents
of the tank(s) removed by a Septage servicing operator prior to use. ,
System start up shall not occur when 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 be
discharged to the dispersal cell(&) In one large dose, overloading the cell(#) and may result- in backup or surfs" discharge of
effluent. To avoid this situation have the contents of the pump tank removed by a Septage Servicing Operator pdor:to restoring
power to the effluent pump or contact a Plumber or POWTS Maintainer to assist in manually 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 following from the wastewater stream may improve the performance and prolong the life of the
POWTS: antibiotics; baby wipes; cigarette butts; condoms; cotton swabs; degreasers; dental floss; diapers; disinfectants; fat;
foundation drain (sump pump) water; fruit and vegetable peelings; gasoline; grease; herbicides ; - scraps; medications; oil;
painting products; 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 systorn is
properly and safely abandoned in compliance with chapter Comm 83.33, Wisconsin Administrative Code:
• All piping to tanks and pits shall be disconnected and the abandoned pipe openingse�led.�_
• 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
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.codo compliant
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 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 time.
13 A suitable replacement area is not available due to setback and /or soil 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.. 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.
< < 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 INSTAL E POWTS MAINTAINER
Name Name
Phone — Phone
SEPTAGE SERVICING OPERATOR (PUMPER) LOCAL REGULATORY AUTHORITY
Name Name ,
Phone Phone
'his document was drafted In compliance with chapter Comm 63,22(2)(b)0)(d) &(f) and 83,540), (2) & (3), Wisconsin Administrative Code.
Nov 15 04 02:51p Team Speer Bast 7153868660 p,2
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ST CROIX Cf7UM'r'Y
SEPTIC TANK MAINTENANCE AGREEMENT
AND
OwNGRSH)P CERTIFICATION FORM
Owner/Buyer 1CG9�✓oy % gASi
Mailing Address
Property Address
fverifiealion required from Planning anon, for new comtruction)
city /Slate �bo rid Parcel Identification Number
tif C.AI. DESCRIPTION
Property Location '/., '!., Sec. ZL Town of
Sthbdivision Ci5r�W gy��5 Lot N .
Certilled Survey Map x . Volume Page x
Warranty Deed N Volume . Paso N
Spec house 0 yes 2 Too '.:Lot lies identifWc (9 yes 0 no
SYSTFM MAITIT -K NCF
Impraper ure and rlsiatcnameerly aerie si eft" eortd retch to ns pcmature railaro 1'O W rdle wades. Ptaper tymladrancc
Carew% at pampalg ore the sepie rant every thtee Y. W sooner. if needed by s Yo -ed polrper 11101 you part info the system
an atfcce the Iimemon of the sepssc Imes as a tremenco sage in are wasse disposal system.
The property owner agrees to subrnt to St- Ctoia Zoning Departnramt a cemtfsoatiow frrerm. argrmd try the owner snd try .
mass. plwnber_yaatneynun plumber. testhica'dptumstbcr a a liceltsodpumper • esifyinj that (l) the On�ite wsstew+Rrdisptmi sysrrw
is in prap l operating condition am Ixor (2) after rnspecnon rind panrpiny (if necessary). she septic unk is less than IA full of sludge.
Ilwe, the underatned bays read rbe above requisemrns and agree so mtiomin she pnvage w disposal system with the standards
�re is 11s sct by aRmeTN of Catrnteta and dre Ikpstanant of Natsrat Remesces. Sure of Wixonsta. Cerrsfscauon
:"q - at y.w%sepft�'� re+!i bCgr avinta•mW ovum be emm�presed and reromod sn the Sr. Creus Coanry Zoning office -01. 70
days of the ttr4eyfwr of .1 W rf
stCStw'tvRE OF, LtCw►.r[. DATE
F.RTEi�.'riF7CATION
arsi f �-Ihst t p-MVp ncn qc .m du% rn,,r, we true to the best ti( my (ow) Itnowiedge. 1 (we) am lase) she awnMr) of
e prripe .0 -snu nay deed ecevdod in Resister of 0ceds Office.
S OrA (CANT DATE
•••••• Any infomaatfon drat is ems- scprews"edntay result in rue sanstary Fermi, henna revoked by the Zoning Deparnncrt. �•• •••
•• Hurrode •rich shit rppileasion: a atamgscd warmasmy deed from the Rrgisrer of Deady offset
o Ctrs? of dm ecndied survey map if referee ni
ree is de m the warsnry deed
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I•d 266L9SESIL uosuyOC UOSeC d00 =S0 >fr0 S now
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llc) 661 4M - ;PP9
bocument Number WARRANTY DEED K OF DEEDS
This Deed, made between THOMAS J O'LEARYfurid KATHLEEN E ST. CROIX CO., WI
O'LEARY RECEIVED FOR RECORD
S� ,
husband and wife Grantor, 11 -12 -2001 3:30 pM
,
AND KERNON 3 BAST and DONALD41 SPEER -BAST WARRANTY DEED
EXEMPT M
CERT COPY FEE:
COPY FEE:
husband and wife, as survivorship marital property Grantee, TRANSFER FEE: 1384.20
Witnesseth, That the said Grantor, for a valuable consideration of one
RECORDING FEE: 11.00
dollar and other valuable consideration, conveys to Grantee the following
described real estate in St. Croix County, State of wsconsin:
Recording Area
This is homestead property. Name and Return Address
Together with all and singular the hereditaments and appurtenances
thereunto belonging; And Grantor warrants that the title is good, Edina Realty Title
indefeasible in fee simple and free and clear of all encumbrances except 400 S. 2nd St., #115
easements, covenants, and restrictions of record, Hudson, WI 54016
and will warrant and defend the same,
NORTH 935 FEET OF THE NW 1/4 OF THE NE 114 OF SECTION 18 (Parcel Identification Number)
TOWNSHIP 28 ORTH, RANGE 19 WEST, ST. CROIX COUNTY,"" 040- 1071 -30 -000
WISCONSN
�ted thisQ da f 1VV V 2001
` THOMAS O'EEARY jt . THLEEN E O'LEARY
AUTHENTICATION ACKN6WLEDGMENT
Signature(s) STATE OF WISCONSIN
COUNTY OF ST. CROIX
Personally came before me this '8�day of A16 4 / , 200
authenticated this _ day of the above named THOMAS J O'L c�
KATHLEEN E O'LEARY *
to me known to be the person(s) wbo ~ fp
signature ir�oing
instrument a kn ledge the sari •
a te . : V
type or print name
signature
TITLE: MEMBER STATE BAR OF WISCONSIN type or print name e
(If not, : .
49 E
authorized by §706.06• Wis. State.) Notary Public ST. CROIX rfyjA- .
My commission Is permanent. (If not, smote expiration date:
THIS INSTRUMENT WAS DRAFTED BY )
Robert F. Wall "Names. of persons signing in any capacity should be typed or,
printed below their signatures.
t
COUNTY PLAT OF:
9
MU&M ENGLISH ESTATES
� �.arnc�noc d
R w,s.o,e LOCATED IN PART OF THE NW7/4 OF THE NEI /4 OF SECTION 18, T2
O
w su�roFt TOWN OF TROY, ST. CRODC C U NTY , WISCONSIN.
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Wisconsin Department of Commerce SOIL EVALUATION REPORT Page 1 _ of 3
Division of Safety and Buildings
in accordance with Comm 85, Wis. Adm. Code
County St. Cr oix
Attach complete site plan on paper not less than 8 1/2 x 11 inches in size. Plan must
include, but not limited to: vertical and horizontal reference point (BM), direction and Parcel I.D. dlri
percent slope, scale or dimensions, north arrow, and location and distance to nearest road. pen
Please print all information. evi ed by Date
Personal information you provide may be used for secondary purposes (Privacy Law, s. 15.04 (1) (m)). 2 S
Property Owner Property Location
Thomas O'Leary Govt. Lot NW 1/4 NE 1/4 S 18 T28 N R19 ;&(or) W
Property Owner's Mailing Address Lot # Block # Subd. Name or CSM#
389 Cty. RD. "F" 4
City State Zip Code Phone Number ❑ City ❑ Village M Town Nearest Road
Hudson I WI 1 5401 6 1(715)381-5590
Ek New Construction User Residential / Number of bedrooms 4 Code derived design flow rate
❑ Replacement ❑ Public or commercial - Describe: ! ,�
Parent material nut-wa-sh Flood Plain elevation if applicable ^ `� ' 1 �}`° ft•
Al
General comments
and recommendations
trenches @ el. 94. 5', spaced to code 4.00' belwo grade d \�
COW
❑ Boring
❑ Boring # 98.05 p g 100 in .'1
1 E] pit Ground surface elev. ft. De to limiting factor ` f f tion Rate
Horizon Depth Dominant Color Redox Description Texture Structure Consistence Bounda s P -
in. Munsell Qu. Sz. Cont. Color Gr. Sz. Sh. 'Eff#1 Eff#2
1 0 -10 10 3/3 none
L 2csbk dsh cs 2f .5 .8 , l
2 10 -25 10yr4/4 none sil 2msbk dsh ( P
3 25-10C 7.5yr4/6 none HIS Osg ml na na 7 �
❑ Borin # Boring
2 g Ground surface elev. 98. 05 ft Depth to limiting factor 100 in.
Pit Soil Application Rate
Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots GPD /ff
in. Munsell Qu. Sz. Cont. Color Gr. Sz. Sh. 'Eff#1 'Eff#2
1 -8 10 3 3 none T. 2csbk dsh ( P
2 -24 10yr4/4 none sil 1 if 2 .y
3 4 -100 75.ry4/6 none ms 7 •�
9 • es- t �
�g
Effluent #1 = BOD > 30 < 220 mg/L and TSS >30 < 150 mg/L ' E mg/L ent #2 = BO < 30 mg/L and TSS < 30 mg/L
CST Name (Please Print) Signature . CST Number
Gary L. Steel r 02298
Address at aluatlofi Conducted Telephone Number
1554 200th. Ave., New Richmond, WI. 54017 8 -29 -2001 715 - 246 -6200
Property Owner Thomas O ' Leery Parcel ID # pending Page 2 of 3
❑ Boring # E] Boring 3 12 pit Ground surface elev. 95.65 ft Depth to limiting factor 1 OO in
Soil Application Rate
Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots GPD/fF
in. Munsell Qu. Sz. Cont Color Gr. Sz. Sh. 'Eff#1 'Eff#2
1 0 -10 10 3/3 none L 2csbk dsh cs 2f .5 .8
2 10-30 10 4 4 none sil 2csbk dsh gE 1f
3 30-100 75. 4 6 none ms Os
F-1 Boring # ❑ Boring
❑ Pit Ground surface elev. ft. Depth to limiting factor in.
Soil liption Rate
Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots GPDIfF
in. Munsell Qu. Sz. Cont. Color Gr. Sz. Sh. 'Eff#1 'Eff#2
F-1 ❑ Boring Boring # Ground surface elev. ft. Depth to limiting factor in.
Pit Soil iplication Rate
Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots GPDAf
in. Munsell Qu. Sz. Cont. Color Gr. Sz. Sh. 'Eff#1 'Eff#2
i
Effluent #1 = BOD > 30 –< 220 mg/L and TSS >30 < 150 mg/L ' Effluent #2 = BOD < 30 mg/L and TSS < 30 mg/L
f Commerce is an equal opportunity service you need assistance to access services or provider and employer. er. If
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need material in an alternate format, please contact the department at 608 - 266 -3151 or TTY 608 -264 -8777.
SBD -8330 (R600)
STEEL'S SOIL SERVICE
Gary L. Steel Thomas O'Leary 1554 200th Ave.
CSTM2298 NW4NE' S18- T28N -R18W New Richmond, WI 54017.
MPRSW -3254 town of Troy (715) 246 -6200
lot #4 English Estates
This soil evaluation was conducted to satisfy a zoning requirement, it may or asay
not be suitable for your use. The location of the teat may or may not be as shmm
rent lot lines were not established at the time the test vas conducted.
-1'=40'
p of NW lot stake @ el. 100.00'
BM. top of NE lot stake @ eT. 101.75'
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Gary L. Steel
8 -29 -2001
TOWN OF TROY, ST. CRO COUNTY, W ISGUrdalN.
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