HomeMy WebLinkAbout030-2002-71-400
County: St. Croix
Wisconsin Department of Commerce PRIVATE SEWAGE SYSTEM
Safety and Building Division Sanitary Permit No:
INSPECTION REPORT 600369
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)]. OCR 1 - U
Permit Holder's Name: City Village Township Parcel Tax No:
Oevering Homes Investments TOWN OF SAINT JOSEPH 0
CST BM Elev: Insp. BM Elev: IBM Description: Section/Town/Range/Map No:
16C) Gov t 33.30.19.364A
TANK INFORMATION ELEVATION DATA
TYPE MANUFACTURER CAPACITY STATION BS HI FS ELEV.
i
Septic J `r Z Benchmark ,D• 111l r 16b
W Alt. BM •74
I•)
Aeration Bldg. Sewer Z 8 J
/
Holding St/Ht Inlet i 1
TANK SETBACK INFORMATION St/Ht Outlet
TANK TO P WELL BLDG. ent Air Intake ROAD Dt Inlet O
6.P'/ c
Septic /Q ! Dt Bottom
V s~
Dosing Header/Man. I JF $Z- 9y 3z
Aeration Dist. Pipe \S•SL 97'y,• Z
. z8 3
Holding Bot. System i G q 3
1'1.'Z Z . S
Final Grade ~ ~ • ~ ~ 6 7
PUMP/SIPHON INFORMATION
Manufacturer Demand St Cover u • I f 16-s.71
GPM / `t Model Numb -
TDH Lift Friction Loss System Head TDH Ft
Forcemain Leng Dist. to Well
SOIL ABSORPTION SYSTEM
BED/TRENCH Width Length No. Of Trenches PIT DIMENSIONS No. Of Pits Inside Dia. Liquidapth
DIMENSIONS G... i
SETBACK SYSTEM TO P/L BLDG WELL LAKE/STREAM LEACHING Manufactur~j ,
INFORMATION CHAMBER OR r, ~•-r r~•
Type Of System:n )a UNIT Mode tuber: /
c~a~Je~.~,~ i•d/`~. /W 1117
DISTRIBUTION SYSTEM pJ 44, Z2 4- 4-0 "
Header/ManifoyJ Distribution ix Hole Size x Hole Spacing Vent to Air Intake
,q Pipe(s) <10Ili
Length~_ Dia -7 Length Dia Spacing <
SOIL COVER X Pressure Systems Only xx Mound Or At-Grade Systems Only J
Depth Over Depth Over xx Depth of xx Seeded/Sodded xx Mulched
Bed/Trench Center Bed/Trench Edges Topsoil vps ~ No f Yes No
COMMENTS: (Include code discrepencies, persons present, etc.) Inspection #1: Inspection #2:
Location: No Address Availabl 4 0a
G;•t~ Ga~~
1.) Alt BM Description = ,
2.) Bldg sewer length +
- amount of cover = yK
Plan revision Required? ❑ Yes Xlo
Use other side for additional information. Cert. No.
Date Insepc s Signatur
SBD-6710 (R.3/97)
SAN is - 0CS
cnnnty
Safety and Buildings Division
<10 , 201 W. Washington Ave., P.O. Box 7162 Sanirary Permit Number (to be filled in by Co.)
t K Madison, Wl 53707-7162
~~Sy'pt3A~.- _
x Stale Transactioq bet
ant~~it Applic d N
rs]
in accordance gg3 2'1 is, Adm Code, submission of this fo t
is required prior to ebraining a sanitary permit Note: Application forms for state owned POWTS are submitted to Project Address (if different than mailing address)
L I 1
the Department of Safety and Professional Servies- Personal information you provide may be used for secondary
purposes in accordance with the Privac Law, s. 15.04(1) m), Stats.
L Application Information - Please Print All Information Parcel #
61
~VF
Property Owner's Name
t -m e,
Property Location
Prop crty.Owpzr s Mailing
I Govt Lot
Section
ny Stare Ztn Code Phone Number s-
T.__N; R E
II. Type of Building (check all a pply Lot #
Subdivisi n Name I
or 2 Family Dwelling-Number of Bedroo
l~
pL Block#t _
❑ Public/Commercial - Describe Use 'of
6 J'9R- .vim
CSM Number V ttl~¢r of _
❑ State Owved - Describe Use J I ~L{ wn of t ~0 `Q ti'
2 6;eA- lt-15 7-2- Z C `
III. Type Permit: (Cbeck only ne box on line A. Complete line B if applicable)
A' ystem Q Replacement System Q Treatment/Holding Tank Replacement Only ❑ Other Modification to Existing System (explain)
List Previous Permit Number and Date Issued
B. ❑ Permit Renewal ❑ Permit Revision I ❑ Change of Plumber ❑ Permit Transfer to New
Before Expiration I Owner tr t
IV. of POWTS System/Com onenvDevice: _(Check all that apply)
n-Pressurized In-Ground Q Pressurized In-Ground ❑ At-Grade ❑ Mound > 24 in. of suitable soil. Q Mound < 24 in. of suitable soil
❑ Holding Tank Other Dispersal Component (explain.) ❑ etreatment Device (explain)
3 s
V. Dis ersaVrreat ut Area Information: ev on
Design Flow (;pd) Design Soil Application Rat d;fj Dispersai Area Required (sfl Disperses Propo d (sf)
Tank Info Capacity in Total # of Man facuuer o °
Gallons Gallons Units c ' m
New Tanks Existing Tanks e ~ ~ Z ~
i ~
Septic or Holding Tank
Dosing Chamber
VII. Responsibility State t- 1, the undersigned, assum onsibility for installation of the PORTS shown on the attached plans.
p s Name (Print) Plumber'. e MP/MPRS Number Business Phone N ber ,
Plumber's Address Street, City, State, Zip Cod )
ountp/De artment Use Only
Permit Fee Date Is ued Issuing ent Sigaatiue
Approved ~~,l~isapgre 5 ~ ? /Q
❑ given Rr &enial / " i
^tark, + ,O?pproval
IX Canditi
uisl+arc Cell must all . XX 2'LL.'A(~44
~s per rtarayemen! Ian u rideh Uv Nlu,nber.
2. All sieth?~ek rec,^erts mrwtut,e: w..~:rt it':F,I
a!t pier 3pFi7Cnb1+. r.,sra, / ;:rr1iA;VN:E~?.
Attach to mmpiete places for the sgstem and submit to the County only on paper not less than 8 trz z t Z inches in sift
SBD-6398 (R. 11/11)
PROJECT Oeverina Homes System PLOT PLAN ADDRESS 1433 Cernohous Ave Suite A New Richmond Wi 54017
SE 1/4 NW 1/4S 33 /T 30 N/R 19 W TOWN St. Joseph COUNTY ST. CROIX
SYSTEM ELEVATION 94.5/93.8 4.5' below grade DATE 4/20/18 BEDROOM 4
CONVENTIONAL XXX CONVENTIONAL LIFT HOLDING TANK
1255 gallons LIFT TANK SIZE DOSE TANK SIZE
MOUND SEPTIC TANK SIZE
HOLDING TANK SIZE LOAD RATE .7 ABSORPTION AREA 891 # of chambers 44
BENCHMARK V.R.P. Top of survey iron ASSUME ELEVATION 100' Filter Lifetime Filter
❑ BOREHOLE (DWELL *H.R.P. same as benchmark
~~ulo = 1IA" = 10'
All piping shall be ASTM SDR 30/34, within 54th St. 10' of tank, piping shall be ASTM F891
Vent
~6„ Quick4 Standard
of Cover Leaching Chamber
with 20.0 ft2 of Area
5.6ft^2/pair of end caps
4' Long 12
Grade at System Elevation
34"
N
2-3' X 90' Cells with >3' spacing Pro 4
Bedroom
House
8% Slope ~
B-2 U(P 25' 16
97'
ST
Vents 3 ~ ~
40' 99,1t
90 B-1
B.M.* 30
356' 581' Property Line
Cover Page
Shaun Bird
Bird Plumbing Inc.
1432 120th St.
New Richmond Wi 54017
715-246-4516
Date: 4/20/18
Owner:Oevering Homes
v Location: SE1/4 NW1/4 S 33 T30N,R19W Lot 4 Chapman Acres St. Joseph
Manuals Used: In-ground absorbtion system (version 2.0)
Page#
1. Cover Page
2. Plot Plan
3. Chamber Cross Section
4-6. Maintanance and Contin e cy Plan
7. Filter Cross Section ;
Signature /
License number ~0
PROJECT Oeverina Homes System PLOT PLAN ADDRESS 1433 Cernohous Ave Suite A New Richmond Wi 54017
SE 1/4 NW 1/4S 33 /T 30 N/R 19 W TOWN St. Joseph COUNTY ST. CROIX
SYSTEM ELEVATION 94.5/93.8 4.5' below qrade 4/20/18 BEDROOM 4
DATE
CONVENTIONAL XXX CONVENTIONAL LIFT HOLDING TANK
1255 gallons LIFT TANK SIZE DOSE TANK SIZE
MOUND SEPTIC TANK SIZE
HOLDING TANK SIZE LOAD RATE .7 ABSORPTION AREA 891 # of chambers 44
BENCHMARK V.R.P. Top of survey iron ASSUME ELEVATION loo' Filter Lifetime Filter
❑ BOREHOLE O WELL *H.R.P. same as benchmark
Scale = 1/4" = 10'
All piping shall be ASTM SDR 30/34, within 54th St.
10' of tank, piping shall be ASTM F891
Vent
ALo Quick4 Standard
Leaching Chamber
with 20.0 ft2 of Area
5.6ft^2/pair of end caps
2'
Grade at Sys tem Elevation
34
2-3' X 90' Cells with >3' spacing Pro 4
Bedroom
House
8% Slope
B-2 45' 25'
❑ 97'
Vents 0' 30' ST
40' 99'
B.M.* 30' B-3 90' B-1
356' 581' Property Line
Cross Section of Infiltrator Quick 4 Leaching Chamber
Typical cross section for 2 of 2 cells
Quick 4 Standard Leaching Chamber
with 20.0 ft2 of Area per Chamber To be >1' above grade
5.6ft^2 pair of end plates
Finish grade elevation
Typical Installation 99.0'
Vent ACI Grade Vent
3' 4„ 3'
A/30/34 Septic Tank
5' Long 1 5' 5' Long l
Grade at System Elevation
3611 Grade at System Elevation
Spacing- 5'
2-3' X 90' Cells
Same on other end Observation tubeNent
r At end of cell
A
B
22 chambers per cell
System elevations:
A-94.5'
B-93.8'
POWTS OWNER'S MANUAL & MANAGEMENT PLAN Page of
FILE INFORMATION SYSTEM SPECIFICATIONS
Owner
Septic Tank Capacity r, al ❑ NA
Permit # Septic Tank Manufacturer ❑ NA
DESIGN PARAMETERS Effluent Filter Manufacturer ❑ NA
Number of Bedrooms 41 ❑ NA Effluent Filter Model ❑ NA
i Number of Public Facility Units L~ (-NA Pump Tank Capacity al NA
I Estimated flow (average) / (i G gal/day Pump Tank Manufacturer NA
Design flow (peak), (Estimated x 1.5) b gal/day Pump Manufacturer NA
Soil Application Rate avda /ft 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 (BOD5) <220 mg/L ❑ NA D Mechanical Aeration ❑ Wetland
Total Suspended Solids (TSS) <150 mg/L ❑ Disinfection ❑ Other
Pretreated Effluent Quality Monthly average Dl ersal Cell(s) ❑ NA
Biochemical Oxygen Demand (BOD5) 530 mg/L -Ground (gravity) ❑ In-Ground (pressurized)
Total Suspended Solids (TSS) 530 mg/L ?21~A ❑ At-Grade ❑ Mound
Fecal Coliform (geometric mean) 5104 cfu/100ml ❑ Drip-Line ❑ Other:
Maximum Effluent Particle Size Ya in dia. ❑ NA Other ❑ NA
(Other. NA Other: ❑ NA
"Values typical for domestic wastewater and septic tank effluent Other ❑ NA
IAINTENANCE SCHEDULE
Service Event Service Frequency
❑ onth(s)
linspect condition of tank(s) At least once every: ears (Maximum 3 years) ❑ NA
(.Pump out contents of tank(s) When combined sludge and scum equals one-third (X) of tank volume ❑ NA
(Inspect dispersal cell(s) At least once every: month(s) (Maximum 3 years) ❑ NA
ear(s)
Clean
11 month s)
effluent filter At least once every: r ar(s) 13 NA
nspect pump, pump controls & alarm At least once every: ❑ month(s) NA
❑ year(s)
1=lush laterals and pressure test At least once every: [I month(s) 11 NA
year(s) li] Dther. ❑ month(s)
At least once every: C1 year(s) NA
ether:
11 NA
MAINTENANCE INSTRUCTIONS
!Inspections of tanks and dispersal cells shall be made by an individual carrying one of the following licenses or certifications: Maaster
Plumber; Master Plumber Restricted Sewer; POWTS Inspector; POWTS Maintainer, Septage Servicing Operator. Tank inspections must
linclude a visual inspection of the tank(s) to identify any missing or broken hardware, identify any cracks or leaks, measure the volume of
i~-.ombined sludge and scum and to check for any back up or ponding of effluent on the ground surface. The dispersal cell(s) shall be
ivisually 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 (f6) or more of the tank volume, the entire contents of
ibe tank shall be removed by a Septage Servicing Operator and disposed of in accordance with chapter NR 113, Wisconsin
Administrative Code.
INN 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 Mthin 10 days of completion of any service event.
pap of
START UP AND OPERATION S check treatment tank(s) for the presence of painting products or other chemrrais tit
For new construction prior to use of the POWdamage T cell(s). if high concentrations are detected have the contents of thmay impede the treatment process and/or priory
tea used
tank(s) removed by a cePtage servlcing operator
System start up shall not occur when soil conditions are frozen at the infiltrative surface. will by
tanks may fill above normal highwater levels. When power is restores the excess wastewatfr et
During power outages pump result in the backup or surface discharge discharged to the dispersal cep(s) in one large dose, overloading the cell(s) and may Servicing Operator
prior
To avoid this situation have the cords to restoring power to ft
nks of the pump tank removed by a Septage the PUMP controls to restore normal levels
effluent pump or contact a Plumber or POWTS Maintainer to assist in manually operating
within the pump tank. disturb or compact, the area within
Do not drive or park vehides over tanks and dispersal cells. Do not drive or park over, or otherwise
15 feet down slope of any mound or at-grade soil absorption area. rrnance and prolong the life of the POWT$:
Reduction or elimination of the following from the wastewater stream may improve the perfo disinfectants; f~ foundation dralin
antibiotics; baby wipes; cigarette butts; condoms; cotton swabs; d"teasers; dental floss; d►aPersmedicWWW,, oil; painting produc0.s;
(sump pump) water, fruit and vegetable peelings; gasoline; grease; herbicides; meat scraps-
pesticides; saddM napkins; tampons; and water softener brine.
ABANDONMENT of service the foliowing steps shall be taken to insure that the system is PropefiY
When the POWTS fails and/or is permanently taken out ter Comm 83.33, Wisconsin Administrative Code:
and safety abandoned in Compliance with chap
• All 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 property disposed of by a Septa9e Servicing operator.
and the void
• After pumping, all tanks and pits shall be excavated and removed or their covers removed space filled with s~pil,
gravel or another inert solid material.
CONTINGENCY PLAN to provide a code cromPGllint
If the POWTS falls and cannot be repaired the following measures have been, or must be taken,
replacement system: replacement soil absorption syst rn--
i ble replacement area has been evaluated and may be utilized for the location infrirx~ed upor► by ~
•~placement area should be protected from disturbance and compaction mart area wpl result in the need
setbacks from existing and Proposed structure, lot lines and welts. Failure to protect the must comph► with the rule:) in
for a new soli and site evaluation to establish a suitable reaacernent area. Repot
effect at that time. in POWTS technol09W a
E3 A suitable replacement area is not available due to setback and/or soil limitations. Barring advances
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 evaluatMon
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_ removal of the biomat at the infiltrative
13 Mound and at-grade soil absorption systems may be reconstructed in place following
surface. Reconstructions of such systems must comply with the rules in effect at that time.
<<WARNING>> SEPTIC, PUMP AND OTHER TREATMENT TANKS Y UCONTAIN LETHAL GASSES ANDIOR NDER ANY C RI GU STANCES. DEATH MAY INSUFFICIRESULENT RESCUE O~ A
ENTER A SEPTIC, PUMP OR OTHER TREATMENT TANIF PERSON FROM THE INTERIOR OF A TANK MAY BE DIFFICULT OR IMPOSSIBLE-
ADDITIONAL COMMENTS -
POWTS INSTALLER POWTS MAINTAINER
- E Name
Name
Phone c~ ' ~ ~ Phone
/
SEPTAGE SERVICING OPERATOR LIMPER LOCAL REGULATORY AUTHORITY
E Name
Phone
1)
This doc urnent was drafted in compliance with chapter SPS 383.22(2)(b)(1)(d)&(f) and 383,54{, (2) & {3), Wiscwrisin Administr~ive Code.
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w (3.888 ACRES)
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1287.28' ° Pli 1355.39' SOUTH 114 ORNER I t
-Ti Ar- SECTION 33
89°56'29"W 2642.67'-- DRAFTED BY' TY DODGE PROJ CT# 7510-C
ST. CROIX COUNTY
SEPTIC TANK MAINTENANCE AGREEMENT
AND
OWNERSHIP CERTIFICATION FORM
t
Owner/Buyer Q2 vC~ 1~ ,
Mailing Address
n 1)
I
Properly Address l Z Z ' /D
(Verification required from Planning & Zoning Departme new construction.)
City/State _ Parcel Identification Number
LEGAL DESCRIPTION
Property Locatio4~ . Yj 111th./ %4 , Sec. -3 T N R r
a / W, Town of a
Subdivision 1
Lot #
Certified Survey Map # / ,r
/ / Volume pie #
Warranty Deed #
Volume
Page #
Spec house/
yes no Lot lines identifiabl yes no
SYS~'EM 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 s eptic the system can affect the function of the Septic tank every three years or sooner, if needed, by a licensed
responsibilities are specified in Ca tank as a treatment stage in the waste disposal system. Ownpumper- er maintenance you put into
§ mm. 83.52(1) and in Chapter 12 - St. Croix county Sanitary Ordinance.
The property owner agrees to submit to St. Croix Coun Planning & "Zoning Department a certification to rm,
wastewater disposal system is in poorer operating restricted plumber or a licensed pumper verisigned by the
less than 1/3 full of sludge. ~ on ition and/or (2) after inspection and tong t the on-site
pumping (if necessary), the septic tank is
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 b the D partm Certification stating that your septic system has been maintapeedc~aunsd~e comply d and re atural Resources, State of Wisconsin,
Zoning Department within 30 days of the three year expiration date, p let
to the St_ Croix County Planning &
Uwe certify that all statements on =rr4 e trueto the best of my/our knowledge. I/we am/are the owner s
property described above, by virtue of waa 'd recorded in Register of Deeds Office. of the
Number of bedrooms
IGNAT O AAPPLICANT(S)
DATE
***Any information that is misrepresented may result in the sanitary permit being revoked by the Planning & Zoning Department.
fuclude 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)
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Wisconsin Department of CommerB 15 201$ SOIL EVALUATION REPORT Page of
Division of Safety and Buildings `Z
i/ZacGprdttpce with omr Q7 Wis. Adm.~~ ounty
Attach complete site plan on paper not Less than 8 112 X4'llhches+ 3 ^
include, but not limited to: vertical and horizontal reference r^' S ..o P rcel 10
percent slope, scale or dimensions, north arrow, and locat, ^fJl _ w nearest road.
. a~ i✓ 3
Please print all information Review by Date
Personal information you provide may be used for secondary purposes (Privacy Law, s. 15.04 (1) (m)). Z 3
Property Owner Property Location
I ` 4 + Govt. Lot' 1 /4 1 /4 S T N R E (o W
Property Owner's Mailing dress Lot # Block # Subd. Name CSM#
2 )A l
City Mate, Zip Code Phone Number El City El Village JgZgfn Nearest Ro d
}
ew Construction Use: esidential /Number of bedrooms Code derived design flow rate ` f GPD
❑ Replacement 1 ❑ Public r commercial - Describe:
Parent material 0 4 Flood Plain elevation if applicable /w ft.
General comments t ;y .
and recarnmendations:
System Type (~Zr c'x~f f.-! 4^'~- System Elevation I
F-il Boring # E] Boring ~r /
Pit Ground surface elev. ft. Depth to limiting factor ` 0" t_? in.
Soil ication 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
IN- 1
64. 1
r
Boring # Boring
Pit Ground surface elev.r ( t~ ft. Depth to limiting factor, f - i ? 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
e2f
Cam''
Effluent #1 = BOD. > 30 < 220 mg/L and TSS >30 < 1 • 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 5401. - r. I < 715-246-4516
t
Property Owner _ Parcel ID # J Page of
F31 Boring # ❑r Boring
lPit Ground surface elev. ~-7 ft. Depth to limiting factor C c~ 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 31 , j G
l
E4 ❑ 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.
❑ 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 = BODS > 30 < 220 mg/L and TSS >30 < 150 mg/_ ' Effluent #2 = BODS < 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 (8.6/00)
Property Owner _ Parcel ID # / Page of
n Boring # ❑ Boring
0-pit Ground surface elev. v l 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
L) [D
- ~l <
4 /S~ 1A
r /
I
4
❑ 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
-7
Boring
Boring # 11 Ground surface elev. ft. Depth to limiting factor in.
F-1 ❑ Pit 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 = BOD5 > 30 < 220 mg/L and TSS >30 < 150 mg/_ Effluent #2 = BOD5 < 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 altemate format, please contact the department at 608-266-3151 or TTY 608-264-8777.
SBD-8330 (RAW
Soil Test Plot Plan
Project Name Oevering Homes Sha Bi d
Address 1433 Cernohous Ave Suite A
New Richmond Wi 54017 #226900
Lot 4 Subdivision Date 2/10/18
SE 1/4 NW 1/4S 33 T 30 N/1319 W Township St. Joseph
Boring 0 Well PL Property Line County ST. CROIX
BM or VRP Assume Elevation 100 ft. Top of survey iron
System Elevation TBD *HRpSame as Benchmark
Scale is 1" = 40'
unless otherwise 54th St.
noted
8% Slope
B-2
45'
97'
0'
40' 99'
81 -0-
90' B-1
B.M.* 3 B-3
356' 581' Property Line