HomeMy WebLinkAbout020-1134-90-000
Wisconsin Department of Commerce PRIVATE SEWAGE SYSTEM County: St. Croix
Safety and Building Division
INSPECTION REPORT Sanitary Permit No:
(ATTACH TO PERMIT) 563826 0
GENERAL INFORMATION 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: City Village X Township Parcel Tax No:
Hefner, Jonathan & Sarah Hudson, Town of 020-1134-90-000
CST BM Elev: Insp. BM Elev: BM Description: Section/Town/Range/Map No:
l 00 10 1/00-0 ~ lrt" 13vt. 20.29.19.659
TANK INFORMATION ELEVATION DATA
TYPE MANUFACTURER CAPACITY STATION BS HI FS ELEV.
Septic Benchmark
/000
t/ V I~GL~L yt/ / + y' Z v Alt. BM
"AL
Aeration 2-S 0 p Bldg. Sewer
Holding St/Ht Inlet
awe ZC yd
TANK SETBACK INFORMATION St/Ht fl tlet /O( n-5_3
TANK TO P//L W~. BLDG. Vent to Air Intake ROAD et _ _/V
Septic Ss r om Imp, I I 17- 3 -1 Palo &0 VLVJrv
~ ead /Ma 0 tn~M 1~. b
Aeration - Go Vf Dist. Pipe 1 3
§40 1 f.,} d
Holding Bot. System or
2
o.
Final Grade
PUMP/SIPHON INFORMATION (~3w w_- 3,0
Manufacturer Demand St Cover
7-7
GPM Sr3 /_V iv.2 80. 17
Model Number
TDH Lift Friction Loss Head TDH Ft d`]~ lark~ ~K CX
`S
Forcemain Length Dia. Dist. to 7111~
SOIL ABSORPTION SYSTEM
BED/TRENCH Width / Length f No. Of Trenches PIT DIMENSIONS No. Of Pits Inside Dia. Liquid Depth
DIMENSIONS 3
SETBACK SYSTEM TO P/L BL WELL LAKE/STREAM ACHIN Man etur
INFORMATION Type Of System: 0 HAMBE R
f D Model Number:
C _1 Do
DISTRIBUTION SYSTEM
eade Manifold [Distribution x Hole Size Ix Hole Spacing Vent to Air Intake
i)tiL IL&I'Ll
L I~, Pipe(s) .
Length (Dia Length Dia Spacing _ SOIL COVER x Pressure Systems Only xx Mound Or At-Grade Systems Only
Depth Over Depth Over xx Depth of xx Seeded/Sodded xx Mulched
Bed/Trench Center Bed/Trench Edges Topsoil
r Yes K No ~ Yes ~ No
COMMENTS: (Include code discrepencies, persons present, etc.) Inspection #1: Inspection #2:
Location: 428 Northvieeww 'P' ass Hupsoonn, WI 54016 (NE 1/4 NW 1/4 20 T29N R19W) Willow Ridge 2nd Add L t Parcel No: 20.29.19.659
1.) Alt BM Description= H(~ 0 7r1~ 4tr (;r~zJ
2.) Bldg sewer length
- amount of cover
Plan revision Required? Q Yes No f tS
Use other side for additional information. L r l ~~y Lb
SBD-6710 (R.3/97) Date Insepctor's S' nature Cert. No.
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1
r~ County
Safety and Buildings Division St. Croix
a S D 201 W. Washington Ave., P.O. Box 7162 Sanitary Permit Number (to be filled in by Co.)
P: wE Madison, WI 53707-7162
AV
It ermit Applicatio State Transaction Number
AA ,P
P
In accordance with SPS 383.21(2 w 01dFi1' Code, submission of this fa ntal unit Na
is required prior to obtaining it. Note: Application forms f e binitted to Project Address (if different thW"', address)
the Department of Safety and Professional Services. Personal information you p vide may r secondary ✓ c
purposes in accordance with the Privacy Law, s. 15.0 1 m , Stats. Same zj-7
1. Application Informatiou - Please Print All Information o
Property Owner's Name , Parcel #
Jon & Sarah Hefner 020-1134-90-000
Property Owner's Mailing Address Property Location
428 Northview Pass Govt Lot ~s9)
City, state Zip Code Phone Number NE section 20
Hudson WI 54016 715 531-02 (circle one)
T 29 N; R 19 E or W
IL Type of Building (check all that apply) Lot #
❑ l or 2 Family Dwelling - Number of Be ms (___4__ _ Z 50 Subdivision Name
Block # Willow River 2`d addition
❑ Public/Commercial - Describe Use Na ❑ City of
❑ State Owned - Describe Use CSM Number ❑ Village of
Na ❑ Town of Hudson
III. Type of Permit: (Check only one box on line A. Complete line B if applicable)
A. ❑ New System eplacement System ❑ Treatment/Holding Tank Replacement Only ❑ Other Modification to Existing System (explain)
B. ❑ Permit Renewal ❑ Permit Revision 0 Change of Plumber ❑ Permit Transfer to New ki)st Previous Permit Number and Date Issued
Before Expiration Owner ~11 k' fiJ 040T - yl d rj-r7/
IV. T e of POWTS System/Component/Device: (Check all that apply) Zepq 5C.;
on-Pressurized In-Ground ❑ Pressurized In-Ground ❑ At-Grade ❑ Mound ? 24 in. of suitable soil ❑ Mound < 24 in. of suitable soil
❑ Holding Tank ❑ Other Drspersai Com ) D Pretreatment Device (expl
V. Dis rsaUTreat nt Area Informat n: 60 ln%ftVpr "Q4 Plus" Standard ch tiers & 6 endca Pol Lok L-525 effluent filter
Design Flow (gpd) Design Soil Applicati f) Dispersal Area Required (sf) Dispersal Area Proposed (s system Elevation
600 Gpd 0.5 Gpd/Sq. Ft. 1,200.00 sq. ft. 1,230.60 Sq. Ft. 82.50
VI. Tank Info Capacity in Total # of Manufacturer ,
Gallons Gallons Units
New Tanks Existing Tanks w
U Qn m rn rw- C7 0.
Septic or Holding Tank W320-MR 1,000 1,320 1 & 1 Wieser Conc./Unknown X
Dosing Chamber
VII. Responsibility Statement- 1, the unde ned, assnm responsibility for lastallation of the POWTS shown on the attacked plans.
Plumber's Name (Print) Plumber's ignature MP/MPRS Number Business Phone Number
James K. Thom son s MPRS 30021 715 248-7767
Plumber's Address (Street, City, State, Zip Code
340 Pa lson Lake Lane, Osceola, Wl 54020
VII OUR /De rtment Use Only
XApproved tsapprov Permit Fee Daft IsQued Issuing t Signature
even Reason for Denial Is `7 75 - co --7~
DL Cc®ttig t@ yal/Reasons for Disapproval
0000-
I Septic tank, effluent fliter and
dispersal cell must be serviced / maintained
as per management plan provided by plumber.
2. All setback requirements must be maintained
as erapplicable c
Attach to complete plans for the system and submit to the County only on paper not less than 81/2 x 11 inches in size
SBD-6398 (R. 11/11)
Conventional PO'WTS Index & Tilte Sheet
Project Name: Hefner 4 bedroom Replacement Conventional POWTS
Owners Name: Jon & Sarah Hefner
Owner's adress: 428 Northview Pass, Hudson, WI 54016
Site address: Same
Project Location:
Subdivision: Lot 50, Plat of Willow River 2nd Addition
Legal Description: NE1/4 NWv4, Sec. 20, T.29N., R. 19W., Tn. of Hudson, St. Croix Co., Wl.
Parcel ID 020-1134-90-000
Page 1 Index and Title Sheet
Page 2 Site Plan
Page 3 Dispersal Cell Sizing Calcualtions
Page 4 System Cross Section
Page 5 System Management Plan
Page 6 Filter Specifications
Page 7 Septic/Filter Tank Cross Section
Page 8 Parcel map
Page 9 Septic Tank Maintenance Agreement
Page 10 Certification for Utilization of existing septic tank
Page 11 Waranty Deed
Attachments: Soil Evaluaiton Report
Mater Plum estrict Service: James K. Thompson, DSPS Credential #30021
Signature: s- Date: e-,2-(o W1,3
Page 1 Of 11
Design pursuant to In-Ground Soil Absorption Component Manual for POWTS, version 2.0 SBD-10705-P (N.01/01)
■ 60./e✓a/uaCion
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~a Son¢ Sarah l~t~i~cr~rdo. S.T. N(..,k>i!c 89.0/
0 ~,ZB Sla v, ew ~a~5 ~n✓wb of S. r. 04-&46 : $G. JY t
hlc+dsm, J/. 550/b rsre, ao'~
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awn
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HEFNER DISPERS„SAAL CELL SIZING CALCULATIONS
1. (4 bedroomsx 100 gallons estimated flow)(1.5 design factor) = 600.00 QW design flow
2. Infiltrative capacity of native soil = 0.5 gp", ft.
3. Absorption area required. 1,200.00 % ft.
4. Absorption area as proposed: 1,230.60 sq. ft. (60chambers total)
Infiltrator "Quick 4 Plus" = 20.00 sq.ft. EISA per chamber, Infiltrator "Quick 4 Plus" end cap = 5.10 sq.ft. PISA
1,200.00 sq. ft. - (6 endcapsx5.10) = 1,169.40 sq. ft.
1,169.40 sq. ft./20.00 = 58.47 chambers required
Number of trenches: 3 @ 20 chambers Winch
Trench width: 2.83'
Trench length: 82.00'
Trench spacing. 9.00' on center
Total system area w/ 9' center spacing: 21.00'x_$6.00'
Pg. 3 of 11
Soil Absorption System Cross Section
84.75 -
025, ft
r~
Yp 1s ft
4" Schedule 40 Final Grade
PVC Vent Pipe
With Vent Cap ,S'o ft
Leaching
Chamber g,4.6b ft
System Elevation
A.P3 ft ~l,o ft b,o ft
Soil Absorption System Plan View
p6 ft
.4. 13 ft
i
-0 ft Leaching Trench 1
Chambers
4" Dia.
Trench 2 Header
Vent Or Observation Pipe
F-1 I
Trench 3
Leaching Chamber Specifications
Manufacturer And Model =n,~'~idt~r `O-¢4l0/u s 5{%ri Oda 01
EISA Rating O.o sq ft per chamber Soil Application Rate o.- gpd/sq ft
low gpd Design Flow - 0. S Soil Application Rate + ;W.0 EISA = S8147 Chambers
3 rows of .10 chambers each.
Page of
Conventional Septic System Management Plan
Pursuant to SPS 383.54 Wis. Adm. Code
General
The conventional septic system shall be operated in accordance with SPS 382-384 Wis. Adm. Code, and shall be maintained
in accordance with component manual SBD-10705-P (N.01/01). All local and/or state rules pertaining to system
maintenance and maintenance reporting shall be complied with.
Septic Tank
Septic tank servicing mechanics comply with SPS 383.54(l)(e). Septic tank to be located within 150' of service pad, with
bottom of tank to be 15' below service pad elevation. The operating condition of the septic tank and outlet filter shall be
assessed at least once every two years by inspection. The septic tank contents shall be removed when the sludge and scum in
the tank exceed 1 /3 the liquid volume of the tank. The contents of the septic tank shall be disposed of in accordance with NR
113, Wis. Adm. Code, by an individual certified to service septic tanks under s. 281.48, Stats. If the contents of the tank are
not removed at the time of a biannual assessment, maintenance personnel shall advise the owner of when service will be
needed to maintain less than 1/3 scum and sludge accumulation in the tank. The outlet filter shall be cleaned as necessary to
ensure proper operation. The filter cartridge should not be removed unless provisions are made to retain solids in the tank
that may slough off the filter when removed from its enclosure. If the filter is equipped with an alarm, the filter shall be
serviced if the alarm is activated. Septic tank manholes risers, access risers, and covers should be inspected for water
tightness and soundness. Access openings used for service and assessment shall be sealed watertight upon the completion of
service. Any opening deemed unsound, defective, or subject to failure must be replaced. Exposed access openings greater
than 8 inches in diameter shall be secured by an effective locking device to prevent accidental or unauthorized entry into the tank.
No individual should ever enter the septic tank as dangerous gases may be present that could cause death. Septic tank
abandonment shall be in accordance with Comm83.33, Wis. Adm. Code when the tank is no longer used as a POWTS
component. The addition of biological or chemical additives to enhance septic tank performance is generally not required. If
such products are used they shall be approved for septic tank use by the Department of Commerce, Safety and Buildings
Division.
Soil Absorption Cell
Trees or shrubs should not be planted directly on the soil absorption system. The area above and around the system should
be seeded and mulched as necessary to prevent erosion and provide some degree of frost protection. Traffic (other than for
vegetative maintenance) over the system is to be avoided. Soil compaction may hinder aeration of the infiltrative surface
within and above the system and will promote frost penetration during cold weather months. Cold weather installations
(October-March) dictate that the system be heavily mulched for frost protection.
Influent quality into the system may not exceed 220mg/L BOD5, 150 MG/L TSS, and 30 mg/L FOG, Influent flow may not
exceed maximum design flow specified in the permit for the installation.
Observation pipes within the dispersal cell shall be checked for effluent ponding. Ponding levels shall be reported to the
owner. Levels above 4 inches indicate an impending hydraulic failure requiring additional, more frequent monitoring.
Effluent flow shall be alternated between dispersal cells on a two-year schedule by use of diversion valve. Effluent to
be diverted from new cell to old Drainfield at 4 year anniversary of new system installation. Old drainfield to be utilized for
a 1 year period. Effluent dispersal to be alternated between systems on a two year rotating basis thereafter.
Contingency Plan
If the septic tank or any of its components become defective the tank or component shall be repaired or replaced to keep the
system in proper operating condition. Excessive ponding within the dispersal cell will be eliminated by installing a new soil
absorption cell to bring the system into proper operating condition.
Questions on the operation or maintenance of the system should be directed to the installing plumber, Jim Thompson at (715)
248-7767 or the St. Croix County Zoning Department at (715) 3864680.
Pg. 5 of 11
• ®pf Filters
PL-525 EFFLUENT FILTER (COMMERCIAL)
Polylok, Inc is pleased to add its
new commercial filter to its existing
line of quality effluent filters.The
PL-525 is rated for over 10,000 GPD Alarm Accepts PVC
(gallons per day) making it one of accessibility extension handle
the largest commercial filters in its
class. It has 525 linear feet of 1/16"
filtration slots. Like the Polylok
PL-122, the new Polylok PL-525 has
an automatic shut off ball installed 525 linear feet
with every filter. When the filter is of 1/16"
removed for cleaning, the ball will filtration slots Rated for over
float up and temporarily shut off 10,000 GPD
the system so the effluent won't
leave the tank. No other filter on
the market can make that claim! Accepts V & 6"
SCHD.40 Pipe s1.~
a.
PL-525 Maintenance: A
The PL-525 Effluent Filter should
operate efficiently for several years F
under normal conditions before`
requiring cleaning. It is recom-
mended that the filter be cleaned
every time the tank is pumped or
at least every three years. If the
installed filter contains an optional
alarm, the owner will be notified
by an alarm when the filter needs
servicing. Servicing should be Gas deflector
done by a certified septic tank Automatic shut-off
pumper or installer. ball when filter
is removed
1. Locate the outlet of the U.S. Patent No# 6,015,488
septic tank. 5,871,640
2. Remove tank cover and pump
tank if necessary. PL 525 Installation: 1. Locate the outlet of the
3. Do not use plumbing when septic tank.
filter is removed. Ideal for residential and com- 2. Remove the tank cover and
4. Pull PL-525 out of the housing. mercial waste flows up to pump tank if necessary.
5. Hose off filter over the septic 10,000 Gallons Per Day (GPD). 3. Glue the filter housing to the
4" o
tank. Make sure all solids fall or 6" outlet pipe. If the
filter is not centered under the
back into septic tank. access opening use a Polylok
6. Insert the filter cartridge back - Extend & Lok or piece of pipe
into the housing making sure to center filter.
the filter is properly aligned and 4. Insert the PL-525 filter into
completely inserted. its housing.
7. Replace septic tank cover. 5. Replace the septic tank cover.
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P
ST. CROIX COUNTY
SEPTIC TANK MAINTENANCE AGREEMENT
AND
OWNERSHIP CERTIFICATION FORM
Owner/Buyer Jon & Sarah Hefner
Mailing Address 428 Northview Pass
Property Address Same
(Ve cation required from Planning & Zoning Department for new construction.)
City/State u L~J'T__ Parcel Identification Number 020-1134-90-000
LEGAL DESCRIPTION
Property Location NE I/4 , NW 1/4, Sec. 20 , T 29 N R 19 W, Town of Hudson
Subdivision Plat: Willow River 2nd Addition , Lot # 50
Certified Survey Map # N a , Volume N a , Page # N a
Page # Z d
Warranty Deed # _&D (before 2007)Volume
Spec house ❑yesOno Lot lines identifiable Elyes[]no
SYSTEM MAINTENANCE AND OWNER CERTIFICATION
Improper use and maintenance of your septic system could result in its premature failure to handle wastes. Proper
maintenance consists of pumping out the septic tank every three years or sooner, if needed, 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 §SPS. 383.52(1) and in Chapter 12 - St. Croix County Sanitary Ordinance.
The property owner agrees to submit to St. Croix County Planning & Zoning 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 system is in proper operating condition and/or (2) after inspection and pumping (if necessary), the septic tank is
less than 1/3 full of sludge.
I/we, 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 Safety And Professional Services and the Department 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 3jda of the th ree year expiration date.
Uwe certify that all statements on this fe true to the best of my/our knowledge. I/we am/are the owner(s) of the
property described above, by virtue of a warranrecorded in Register of Deeds Office.
Num of bedro s 4
cam. ~I ~ / ~ 3
SIGNATURE OF APPLICANT(S) DATE
***Any information that is misrepresented may result in the sanitary permit being revoked by the Planning & Zoning Department.
Include with this application a recorded warranty deed from the Register of Deeds Office and a copy of the certified survey map if
reference is made in the warranty deed.
(REV. 04/12)
9°Fiv
ST. CROIX COUNTY ZONING OFFICE
CERTIFICATION STATEMENT
FOR UTILIZATION OF EXISTING SEPTIC TANK(S)
This is to certify that I have inspected the existing septic and/or dose tank
presently serving the following residence:
(Street address) 428 Norhtview Pass located
at: Ne 1/4, NW '/4, Section 20 , Town 29 N, Range 19 W,
Town of Hudson , St. Croix County Wisconsin.
Upon inspection, I certify that I have found the tank(s), to the best of my
knowledge, will conform to the requirements of SPS. 384.25, and it (they)
appear(s) to be functioning properly.
Most recent date of inspection or service June 24, 2013
Did flow back occur from absorption system? Yes No x
(if no, skip next line.)
Approximate volume or length of time: Na gallons Na minutes
Tank Capacity: 1,000 gallon
Construction: Prefab Concrete x Steel Other
Unknown
Age of aUnknown
Permit Unknown
ctunPlumbe
James K. Thompson
ure) (Print Name)
icensed
MPRS MPRS #30021
(Title) (License Number) MP/MPRS
June 25, 2013
(Date)
Form to be completed by licensed plumber (Dept of Safety and Professional
Services Chapter 305 and s. 145.06, Wisconsin Statutes) or licensed disposer
(NR 113 Wisconsin Administrative Code)
Rev. 2/2012
V I q/I p Dks, I(
STATE BAR OF WISCONSIN ~ F O 2 R M 1 - 2000 6 8 1 8 1 8
U ~R~2 NCI Y HNA~ a KATHLEEN H. VALSH
Document Number REGISTER OF DEEDS
This Deed, made between Stephen G. Frohlicher ST. CROIX CO., MI
and Diane M. Frohlichar, husband and wife RECEIVED FOR RECORD
Grantor, 06-17-2002 8:30 AN
,
and Jonathan Hefner and Sarah Hefner, kVVUV iY DEED
husband and wife EXEMPT #
REC FEE: 11.00
Grantee. TRANS FEE : 59a-50
Grantor, for a valuable consideration, conveys to Grantee the followin COPY FEE:
CERT COPY FEE;
described real estate in St. Croix County, State of PAGES: 1
Wisconsin (the "Property") (if more space is needed, please attach addendum):
Lot 50, Willow Ridge Second Addition in the Town of
Hudson
Recording Area
Name and Return Address
River Valley Abstract & Title, Inc.
1200 Hosford Street - Suite 201
Hudson, Wisconsin 54016
020-1134-90
Parcel Identification Number (PIN)
Together with all appurtenant rights, title and interests. This is homestead property.
(is) (is not)
Grantor warrants that the title to the Property is good, indefeasible in fee simple and free and clear of encumbrances except
Roadways, Easements, and Restrictions of Records.
Dated this 14th day of June 2002
* G. Frohlicher
* *Diane M. Frohlicher
AUTHENTICATION P ACKNOWLEDGMENT
Signature(s) p PFiY ue~iC'N STATE OF WISCONSIN ss.
St. Croix County_ )
KAYV.L
_ Personally came before me this 14th day of
authenticated this day of
FALM June the above named
Stephen G. Frohlicher and
TITLE: MEMBER STATE BAR OF WISCONSIN'' Diane M. Frohlicher
(If not, to me known to be the person s who executed
authorized by §706.06, Wis. Stats.) the fore . g i t e nd acknowledged the same.
THIS INSTRI.JMENT WAS DRAFTED BY
* K Palm
Michael H. Forecki, Attorney N tary Public, State of Wisconsin
Eau Claire, Wisconsin My Commission is permanent. (If not, state expiration date:
(Signatures may be authenticated or acknowledged. Both are not necessary.) December 12 2004
'Names of persons signing in any capacity must be typed or printed below their signature.
WARRANTY DEED STATE BAR OF WISCONSIN FORM No. 1-2000
Ittorney Michael H Forecki 1830 Brackett Ave, Eau Claire WI 54701-4627
Phone: (715) 835-3029 Fax: (715) 835-4112 Michael H. Forecki T7086613.ZFX
Produced with ZpF-TM by RE FonnsNet, LLC 18025 Fifteen Mile Road, Clinton Township, Michigan 48035, (800) 383-9805
i 2160
SOIL EVALUATION REPORT Page 1 of 3
Wisconsin Department of Commerce A.C.E. Soil & Site Evaluations
Division of Safety and Buildings in accordance with Comm 85, Wis. Adm. Code
ounty
Attach complete site plan on paper not less than 8'% x 11 inches in size. Plan must St. Croix
include, but not limited to: vertical and horizontal reference point (BM), direction and parcel I.D. ray
percent slope, scale or dimensions, north arrow, and location and distance toe 11 - 134-90-000 • ~j.
Please print all information. R iewed B Date
Personal information you provide may be used y Law, s. 15.04 (1) (m)). G SQ
Property Owner Property Location
Govt. Lot NE 1/4 NW 1/4 S 20 T 29 N R 19 W
Jonathan & Sarah Hefner '
Property Owner's Mailing Address jUN Lot # Block # Subd. Name or CSM#
428 Northview Pass 50 Willow Ridge 2Nd Addition
City State laWICE I City _J Village N Town Nearest Road
Hudson Northview Pass
dson WI 54016 (715) 531-0285
Hu I
New Construction Use: sol Residential / Number of bedrooms 4 Code derived design flow rate 600 GPD
6o0j Replacement J Public or commercial - Describe:
Flood plain elevation, if applicable Na
Parent material Glacial Outwash
General comments
and recommendations: Site suitable for conventional POWTS using gravity distribution. Soil application rat Q.5 gpd/sq.ft.
Recommended system elevation = 82.50'.
Boring # J Boring 108" in. Soil Application Rate
IfJ Pit Ground Surface elev. 88.47 ft. Depth to limiting factor > Horizon Depth Dominant Color Redox Description Texture Structure Consistence
Boundary Roots .E GPDlftREff#2
in. Munsell Qu. Sz. Cont. Color Gr. Sz. Sh.
1 0-12 1 Oyr3/2 none sit 2fsbk dsh as 2fm.1 c 0.6 0.8
2 12-23 1Oyr4/3 none sil 2fsbk dsh cw 2fm,1c 0.6 0.8
3 23-34 7.5yr4/4 none sicl 1 msbk mfr cw 2fm,1 c 0.2 0.3
4 34-45 1Oyr5/4 none sil 2fsbk mfr cw lfmc 0.6 1.0
dl cw - 0.7 1.6
5 45-54 7.5yr4/6 none gr is Osg
-
6 54-108 1Oyr5/4 none gr s Osg dl - 0.7 1.6
c 64 /08"
2 Boring # 0 Boring -711
F _ I Pit Ground Surface elev. 85.67 ft. Depth to limiting facto >103" in. Soil Application Rate
Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots *Eff#1 PDT«Eff#2
in. Munsell Qu. Sz. Cont. Color Gr. Sz. Sh.
1 0-16 1 Oyr3/2 none sit 2fsbk dsh as 2fm.1 c 0.6 0.8
2 16-29 1Oyr3/6 none sicl 2fsbk dsh cw 1fmc 0.4 0.6
3 29-37 10yr4/6 none sl 2msbk mfr cw 1fm 0.6 1.0
4 37-42 Oyr4/6 none Ifs Osg ml cw 1fm 0.5 1.0
5 42-75 1Oyr4/6 none trat f&m Osg ml gw 1fm 0.5 1.0
6 75-103 1Oyr5/4 none - - 0.5 1.0
H#6 contains 1/8" - 1/2" bands of 10yr4/ . o ing rate reflects reduced permiability of horizon associated with restrictive Ifs bands.
" Effluent #2 = BODS <30 mg/L and TSS S30 mg/L b
Effluent #1 = BODS> 30 < 220 mg/L an TSS >30 < 1 mg/L
CST Number
CST Name (Please Print) Signatu S- 3602
James K. Thompson
Address A.C.E. Soil & Site Evaluations Date Evaluation Conducted Telephone Number
340 Paulson Lake Lane, Osceola, WI 54020 6/5/2009 715-248-7767
v
Property Owner Jonathan & Sarah Hefner Parcel ID # 020-1134-90-000 Page 2 of 3
3 *M Boring
Pit Ground Surface elev. 88.11 ft. Depth to limiting factor > 108" in. Soil Application Rate
F
Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots P
in. Munsell Qu. Sz. Cont. Color Gr. Sz. Sh. *Eff#1 *Eff#2
1 0-13 10yr3/2 none sil 2fsbk dsh as 2fmc 0.6 0.8
2 13-20 10yr3/6 none sil 2fsbk dsh Cw 2fmc 0.6 0.8
3 20-27 10yr4/6 none sl 2msbk mfr Cw 2fm 0.6 1.0
4 27-38 10yr4/6 none Ifs Osg Ml Cw 1 fm 1.0
5 38-68 10yr4/6 none gr s Osg dl gw 1fm 0.7 1.6
6 68-108 10yr5/4 none gr s Osg dl - - 0.5 1.0
H#6 contains 1/8" - 1/2" bands of 10yr4/4 Ifs. Loading rate reflects reduced permi bility of horizon associated with restrictive Ifs bands.
❑ Boring # J Boring
J Pit Ground Surface elev. ft. Depth to limiting factor in. Soil Application Rate
Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots P
in. Munsell Qu. Sz. Cont. Color Gr. Sz. Sh. *Eff#1 *Eff#2
Boring # J Boring
F-1 Pit Ground Surface elev. ft. Depth to limiting factor in. Sal Application Rate
Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots P
in. Munsell Qu. Sz. Cont. Color Gr. Sz. Sh. *Eff#1 *Eff#2
* *
Effluent #1 _ BOD e > 30 < 220 m /Land TS >30 < 1 mg/ L S 50 L Effluent #2 _
- BODs < - 30 mg/Land TSS < 30 mg/L
- - -
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SBD-8330 (R.07/00) A.C.E. Soil & Site Evaluations
50,/¢✓a~uation
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