HomeMy WebLinkAbout042-1085-30-106
Wisconsin Department of Commerce PRIVATE SEWAGE SYSTEM County: St. Croix
Safety and Building Division Sanitary Permit No:
INSPECTION REPORT 600391
GENERAL INFORMATION (ATTACH TO PERMIT) State Plan ID No:
Personal information you provide may be used for secondary purposes [Privacy Law, s.15.04 (1)(m)].
Permit Holder's Name: City Village Township Parcel Tax No:
Richard Stout/Roscon Properties TOWN OF WARREN 042-1085-30-100
CST BM Elev: Insp. BM Elev: IBM Description: Section/Town/Range/Map No:
9117 2 _S T" 31.29.18.476A-50
TANK INFORMATION ELEVATION DATA
TYPE MANUFACTURER ; „ass CAPACITY STATION BS HI FS ELEV.
Septic T.. o ~aC~ Benchmark
tJ~~t~v ~ z.5 / 7
Alt. BM I //f .3 • 5
Aeration Bldg. Sewer Z 7 /,fz Z
Holding St/Ht Inlet
SUHt Outlet S' ~ •
TANK SETBACK INFORMATION
TANK TO P/} WELL BLDG. ent 5 t intake ROAD Dt Inlet
IWO
Septic Dt Bottom
AA-
Header/Man.
Dosing S s
Aeration Dist. Pipe gS
$.O 6 9
Holding Bot. System 9 L
1.0
` ~d
Final Grade 3
PUMP/SIPHON INFORMATION
Manufacturer Demand St Cover
GPM f"
Model Number
TDH Lift Friction Loss System Head TDH Ft
Forcemain Length Dist. to Well
SOIL ABSORPTION SYSTEM
BED/TRENCH Width Length No. Of Trenches PIT DIMENSIONS No. Of Pits Inside Dia_ Liquid D'
DIMENSIONS -3~~
SETBACK SYSTEM TO P/L BLDG WELL LAKE/STREAM LEACHING Manufacturer:
rt• ( a,~
INFORMATION CHAMBER OR
Type Of System: r $ ♦ UNIT ModeAumber: !/L
e, q 7~
CrrLJ '
GD ~1.J~~6.n
✓S
DISTRIBUTION SYSTEM / (0 /(o :=_Iqj
Header/Manifl / Distribution a x Hole Size x Hole Spacing Kent Air Intakes
Pipe(s) 0 ~
Length Dia Length Dia Spacing
SOIL COVER x Pressure Systems Only xx Mound Or At-Grade Systems Only
De th Over Depth Over f xx Seeded/Sodded F-(x ul ched
p
'`Tt-YesNo s No
Bed/Trench Center Bed/Trench Edges E=eplh
COMMENTS: (Include code discrepencies, persons present, etc.) Inspection #1: Inspection #2:
Location: No Address Available I G L : ~-a
1.) Alt BM Description = ~I tl-c•~ Cap
1
2.) Bldg sewer length = 1
- amount of cover = /
Plan revision Required? ❑ Yes -5<N0 Use other side for additional information. L~i
Insepctor Signat e Cert. No.
Date
SBD-6710 (R.3/97)
County
r J Safety and Buildings Division l l`~
K it D 201 W. Washington Ave., P.O. Box 7162 Sanitary Permit Number (to be filled in by Co.)
Madison, Wl 53707-7162
Alt ~j `V~ Pe it Applic State Transaction Number
in accordance aith SPS ~-V 221(2), Wis. A Code, sub 'ssion of this form to the appropriate governmental unit / J
is required prioito obtaining a sail,, l cation for= for state-owned POWTS are submitted to Project Address (if different than mailing address)
the Department f Safety said lfts ersonal information ou rovide
y p may be used for secondary
R!Eposes in accoildarr w, s. 15. J m), Stats. Cj ` r v
I. Application a on - Please Print All Information
Property Owner's Name 1
Parcel # Pat, e ~
Property Owner's Mailing Address
' Property Location 1
GovL Lot
City State Zip Code Phone Number
Ct10n
lc o e
}
f F
II. Type of Building (check all that aPPl
y) Lot TZ N R E W
at 2 Family Dwelling-Number of Bcdroo Subdivision Name
-ak 1"-'o Block
❑ PubIic/Coririercial -Describe Use _
❑ City of
❑ State Owned - Describe Use CSM Number ❑ Village of
III. Type of Permit: (Check only one b on line A. Complete line B if applicable) Z G ^i- X
ew System
A.
❑ Replacement System ❑ Treatment/Holding Tank Replacement Onlv ❑ Other Modification to Existing System (explain)
B• ❑ Permit Renewal ❑ Permit Revision ❑ Change of Plumber ❑ Permit Transfer to New List Previous Permit Number and Date Issued
Before Expiration Owner
IV. of POV~r S --m/Component/Device. Check all that apply)
`
Non-Pressurized n- a ~Id❑ Pressurized In-Ground ❑ At-Grade ❑ Mound 24 in. of suitable soil ❑ Mound < 24 m. of suitable soil
A <
❑ Holding Tank ❑ Other Dispersal Component (explain) ❑ Pretreatment Device (explain) / ~'K✓ v
V. Dis rsal/Treato4tit Area Information:
Design Flow (gpd) Design Soil Application Ratc(gp Dispersal Area Required (sf) Dispersal Area Propo d (sf) S stem Elevation
VI. Tank Info Capacity in Total # of
Manufacturer
Gallons
Gallons Units
New Tanks I v
Fxi.7;ngTanks ~ ~
11 o y ( 0 a
Septic or Holding Tank
1
Dosing Chamber
VII. Responsibility Statement-_L the undersigned, assu possibility, for installation of the POWTS shown on the attached plans.
bpr's Name (Print) Plumb { azure MP/MPRS Number Business Phone Number
Plumber's Address (Street city: state, Zip Code) `
VIII County/De artment Use Only
pproved isapprov Permit Fee Date sued Issuing t Signature
$S 40
Owner Given Reason for Denial
D L Coadi
°nn pproval
1. ark Etistla 3 n ' r
aa- Q(~e~
uis{> s,i cell n u3t all be sii ic>s IT
as per,71ar.3gement plen p, , ,iaerl by pluwnbe;. I
At, Sk res2. t:ins!^ens mtrjt,Le j-,a nt, ii'.E i
aslt Pff gwii m't cddt` 1 :.rdii- axtF.
Attach to complete plans for the system and submit to the County only as paper not less than 8 7!2 x I I inches in size
SBD-6398 (R 11/11)
System PLOT PLAN
PROJECT Richard Stout ADDRESS 1353 Awatukee Trail Hudson Wi 54016
NE 1/4 NE 1/4S 31 /T 29 N/R 18 W TOWN Warren COUNTY ST. CROIX
SYSTEM ELEVATION 98.0/97.0 5' below grade 5/8/18 BEDROOM 3
DATE
CONVENTIONAL XXX CONVENTIONAL LIFT HOLDING TANK
MOUND SEPTIC TANK SIZE 1000 gallons LIFT TANK SIZE DOSE TANK SIZE
HOLDING TANK SIZE LOAD RATE .7 ABSORPTION AREA 651 # of chambers 32
BENCHMARK V.R.P. Top of 3/4" conduit ASSUME ELEVATION 100' Filter Lifetime Filter
BOREHOLE O WELL *H.R.P. same as benchmark
70th Ave
vvu,1° = 11A" = i vi
Vent
>6" Quick4 Standard 200'
of Cover Leaching Chamber
with 20.0 ft2 of Area
5.6ft^2/pair of end caps
12"
4' Long
Grade at System Elevation
34
All piping shall be ASTM SDR 30/34, within
10' of tank, piping shall be ASTM F891
2-3' X 66' cells with >3' spacing B-3
99' 14% Slope
101' 10' 90 -2 .M.*
Ve
103' 30'
20'
B-1 40'
ST
92' Property Line
20' `
y)
Pro 3 Bedroom House ' i
~b
Cover Page
Shaun Bird
Bird Plumbing Inc.
1432 120th St.
New Richmond Wi 54017
715-246-4516
Date: 5/8/18
Owner:Richard Stout
Location: NE1/4 NE1/4 S 31 T29N,R18W Lot 8 70th Ave Warren
Manuals Used: In-ground absorbtion system (version 2.0)
Page#
1. Cover Page
2. Plot Plan
3. Chamber Cross Section
4-6. Maintanance and Conting y an
7. Filter Cross Section
Signature
License number #22999660
System PLOT PLAN
PROJECT Richard Stout ADDRESS 1353 Awatukee Trail Hudson Wi 54016
NE 1/4 NE 1/4S 31 /T 29 N/R 18 W TOWN Warren COUNTY ST. CROIX
SYSTEM ELEVATION 98.0/97.0 5' below grade 5/8/18 BEDROOM 3
DATE
CONVENTIONAL X00C CONVENTIONAL LIFT HOLDING TANK
MOUND SEPTIC TANK SIZE 1000 gallons LIFT TANK SIZE DOSE TANK SIZE
HOLDING TANK SIZE LOAD RATE .7 ABSORPTION AREA 651 # of chambers 32
BENCHMARK V.R.P. Top of 3/4" conduit ASSUME ELEVATION 100' Filter Lifetime Filter
-E ]BOREHOLE O WELL *H.R.P. same as benchmark
70th Ave
Vent Scale = 1/4" = 10'
>6" Quick4 Standard 200'
of Cover Leaching Chamber
with 20.0 ft2 of Area
5.6ft^2/pair of end caps
12"
4' Long
Grade at System Elevation
34"
All piping shall be ASTM SDR 30/34, within
10' of tank, piping shall be ASTM F891
2-3' X 66' cells with >3' spacing B-3
99' 14% Slope
101' 10' 90 B-2 50' M.*
Vents
103' 30
20'
B-1 40'
ST
792' Property Line
20'
Pro 3 Bedroom House
Cross Section of Infiltrator Quick 4 Leaching Chamber
Typical cross section for 2 of 2 cells
Quick 4 Standard Leaching Chamber
with 20.0 ft2 of Area per Chamber
5.6ft^2 pair of end plates To be >1' above grade
Finish grade elevation
Typical Installation ~ 103.0'
Vent ACI Grade Vent
3' 4„
A~30/34 Septic Tank 3
5' Long 5' S' Long 1
3611 Grade at System Elevation Grade at System Elevation
Spacing 5'
2-3' X 66' Cells
Same on other end Observation tube/Vent
At end of cell
A
16 chambers per cell B
System elevations:
A-98.0'
B-97.0'
ST. CROIX COUNTY
SEPTIC TANK MAINTENANCE t'~GREEMENT
AND
OWNERSHIP CERTIFICATION FORM
Owner/Buyer tT_A_/r-
Mailing Address R~1~- _
G
Property Address
(Verification required from anntl ing & Zoning De
partment for new construction.)
City/State Parcel Identification Nurzber
LEGAL DESCRIPTION
Property Location ✓i /4 , , / N R
'/4 ,Sec. > T l-
~ - ~ ~ ~W, Town of ~ `''~~'~_~.•-~?~,.f'
Subdivision
Lot #
U .
Certified Survey Map # Volume , Page # -
Warranty Deed # Page #
Volume
-
_ ,
Spec house ye no Lot link;: ideutifiabl yes 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, ii 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 wasi:e disposal system Owner maintenance
responsibilities are specified in §Comm. 83.52(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 inspeciion arid 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 Commerce and the Departrrient of Natural Resources, State of Wisconsin.
Certification stating that your septic system has been maintained trust be completes( and returned to the St. Croix County Planning &
Zoning Department within 30 days of the three year expiration date.
I/we certify that all statements on this form are true to the best of my/our knowledge. 1/we am/are the owner(s) of the
property described above, by virtue of a warranty deed recorded ii-.- 1Zt=-sister of Peal Is Office.
Number o rooms
SIGNA OF PLICANT(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. 08/05)
POWTS OWNER'S MANUAL & MANAGEMENT PLAN Page of
FILE INFORMATION SYSTEM SPECIFICATIONS
Owner r -
Septic Tank Capacity ❑ NA
Permit # Septic Tank Manufacturer DNA
3ESIGN PARAMETERS Effluent Filter Manufacturers ❑ NA
1
Number of Bedrooms ❑ NA Effluent Filter Model ❑ NA
Number of Public Facility Units NA 'Pump Tank Capacity al NA
j Estimated flow (average) TJ gal/day Pump Tank Manufacturer 13 NA
i
Design flow (peak), (Estimated x 1.5) TJ gal/day Pump Manufacturer 13 NA
i
Soil Application Rate i al/da /ftz Pump Model NA
Standard Influent/Effluent Quality Monthly average` Pretreatment Unit NA
Fats, Oil & Grease (FOG) 530 mg/L ❑ Sand/Gravel Filter ❑ Peat Filter
Biochemical Oxygen Demand (BODs) x220 mg/L ❑ NA D Mechanical Aeration ❑ Wetland
Total Suspended Solids (TSS) _5150 mg/L ❑ Disinfection ❑ Other.
Pretreated Effluent Quality Monthly average Dispersal Cell(s) ❑ NA
Biochemical Oxygen Demand (BODs) 530 mg/L in-Ground (gravity) ❑ In-Ground (pressurized)
Total Suspended Solids (TSS) 530 mg/LNA ❑ At-Grade ❑ Mound
Fecal Coliform (geometric mean) 5104 efu/100ml ❑ Drip-Line ❑ Other:
Maximum Effluent Particle Size Y8 in dia. ❑ NA Other. ❑ NA
(Other: A Other: ❑ NA
'Values typical for domestic wastewater and septic tank effluent Other ❑ NA
IAINTENANCE SCHEDULE
Service Event Service Frequency
linspect condition of tank(s) At least once every: ? ❑ month(s) (Maximum 3 years) ❑ NA
ears
(.Pump out contents of tank(s) When combined sludge and scum equals one-third (X) of tank volume ❑ NA
(fns ect dispersal cells At least once eve ❑ month(s)
p { } every: 3 ar(s) (Maximum 3 years) ❑ NA
r ~❑~,y~~mmear(s) 11 } NA
Olean effluent filter At least once every: ~l
Inspect pump, pump controls & alarm At least once every: ❑ month(s) NA
❑ year(s)
I:lush laterals and pressure test At least once every: ❑ month(s) 4NA
❑ year(s)
ether. ❑ month(s)
At least once every: ❑ year(s) I3ther
MAINTENANCE INSTRUCTIONS
!Inspections of tanks and dispersal cells shall be made by an individual carrying one of the following licenses or certifications: Master
IPlumber; 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
:mmbined sludge and scum and to check for any back up or ponding of effluent on the ground surface. The dispersal cell(s) shall be
visually inspected to check the effluent levels in the observation pipes and to check for any ponding of effluent on the ground surface.
The ponding of effluent on the ground surface may indicate a failing condition and requires the immediate notification of the local
Regulatory authority.
When the combined accumulation of sludge and scum in any tank equals one-third or more of the tank volume, the entire contents of
j:he tank shall be removed by a Septage Servicing Operator and disposed of in accordance with chapter NR 113, Wisconsin
Administrative Code.
All other services, including but not limited to the servicing of effluent filters, mechanical or pressurized components, pretreatment units,
land 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.
Page of
START UP AND OPERATION products or other chemicals that
For new construction, prior to use of the POWCS check treatment tank(s) for the presence of Painting
may impede the treatment process and/or damage the dispersal cell(s). If high concentrations are detected have the contents of thi
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. ble
During power outages pump tanks may fill above normal highwater levels. When power is restored the excess of wastewater will will le
discharged to the dispersal ceu(s) in one large dose, overloading the cell(s) and may result in the backup or surface discharge effluent
To avoid this situation have the contents of the pump tank removed by a Septage Servicing Operator prior to restoring power to the
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. the area witimin
Do not drive or park yehides over tanks and dispersal cells. Do not drive or park over, or otherwise disturb or compact,
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 POWT$:
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; meat scraps; medications; oil; painting products;
pesticides; sanitary napkins; tampons; and water softener brine.
ABANDONMENT shall taken to insure that the system is properly
When the POWTS fails and/or is permanently taken out of service the following steps
and safety 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 seated.
• The contents of all tanks and pits shall be removed and properly disposed of by a Septage Servicing operator.
• After pumping, all tanks and puts shall be excavated and removed or their covers removed and the void space fined with sail,
. gravel or another inert solid material.
CONTINGENCY PLAN
If the POWTS falls and cannot be repaired the following measures have been, or must be taken, to provide a cede compliant
replacement system:
A suitable replacement area has been evaluated and may be utilized for the location of a replacement soil absorption systeim.
The replacement area should be protected from disturbance and compaction and should not be infringed upon by requlijed
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 oiled in
effect at that time.
❑ A suitable replacement area is not available due to setback and/or soil limitations. Barring advances in POWfS 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 sail 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 foilowing 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 t4OT
ENTER A SEPTIC, PUMP OR OTHER TREATMENT TANW 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 POWTS MAINTAINER
Name Name
Phone
SEPTAGE SERVICING OPERATOR UM ER LOCAL REGULATORY AUTHORITY
F Name c % r Name
f r y Phan
Phone
This document was drafted in compliance with chapter SRS 383.22(2)(b)(1)(d)S(f) and 383,54(1), (2) & (3), Wisconsin Administrative Code.
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Wisconsin Department of Commerce SOIL EVALUATION 'ORT Page of
Division of Safety and Buildings ,«n , , ~.t
iri+rdance with Comm A° ' M3
Attach complete site plan on paper not less than 8 41- 1dn must County
include, but not limited to: vertical and horizontal ret. QCJ direction and Parcel LD. a Q
Percent slope, scale or dimensions. north arrow, ano and distance to nearest road.
'~j d ,iGr Z ' ~6DS 3 l~
Please print all information. Revi ed by Date
Personal information you provide may be used for secondary purposes (Privacy Law, s. 15.04 (1) (m)). Z S /
Property Owner Property Location
ft- l Govt. Lot 1/4 f/ 1/4 S, T r N E (or
Property Owners Mailing Address Lot # lock # Subd. Name CSM#
City State Zip Code Phone Number
rty ❑ Village 'Town Nearest Road
'n 4
ew Construction Use:q~&esidential / Number of bedrooms i Code derived design flow rate GPD
❑ Replacement ❑ Public or commercial - Describe: _
Parent material u - •p Flood Plain elevation if applicable L
General comments _ r
and recommendations:
System Type System Elevation
® Boring # E] Boring
El-pit Ground surface elev. Depth to limiting factor in.
Soil Application Rate
Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots GPDM
in. Munsell Qu. Sz. Cont. Color Gr. Sz. Sh. •Eff#1 •Eff#2
10
1t 1
~r
Boring # Boring F:%r
Pit Ground surface elev. f 1 {t, Depth to limiting factor J 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 ' Effluent #2 = BOD. < 30 mg/L and TSS < 30 mg/L
CST Name (Please Print) nature CST Number
Bird Plumbing, Inc. Shaun Bird 226900
Address Date Evaluation Conducted Telephone Number
1432 120th St, New Richmond, WI 54017 P4 715-246-4516
Property Owner Parcel ID # > Page of
a Boring # El Boring
r~-~ ft. Depth to limiting factor
1=`r. Pit Ground surface ele . ~ Soil lication Rate
Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots •EGPD/ffEff#2
in. Munsell Qu. Sz. Cont. Color Gr. Sz. Sh.
a CT-
❑ 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
Boring # Boring Ground surface elev. ft. Depth to limiting factor in.
F-1 ❑
❑ pit Soil Application Rate
Horizon ' )epth 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:S 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.
SB0.8330 (1.6/00)
Property Owner _ Parcel ID # Page of
❑ Boring # E] Boring /1`tI
® pit Ground surface ele . 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
F-1 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
❑ Boring # ❑ Boring
❑ Pit Ground surface elev. ft. Depth to limiting factor in.
Soil lication Rate
Horizon ')epth 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 = BODS > 30 < 220 mg(L and TSS >30 < 150 mg/L ' Effluent #2 = BODS < 30 mg/- and TSS < 30 mg/L
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SBD-8330 (8.6/00)
Soil Test Plot Plan
Project Name Richard Stout Shaun ird
Address 1353 Awatukee Trail
Hudson Wi 54016
~ M #2269 0
Lot 8 Subdivision Date 2/10/18
NE 1/4 NE 1/4S 31 T 29 N/R18 W
Township Warren
F-I Boring O Well PL Property Line County ST. CROIX
BM or VRP Assume Elevation 100 ft. Top of 3/4" conduit
System Elevation TBD *HRpSame as Benchmark
70th Ave
B-3 200'
99' 14% Slope
10' B-2 50' M.*
101' 90
103' 30'
B-1
792' Property Line