HomeMy WebLinkAbout006-1039-50-100
Wisconsin Department of Commerce PRIVATE SEWAGE SYSTEM County: St. Croix
Safety and Building Division
INSPECTION REPORT Sanitary Permit No:
(ATTACH TO PERMIT) 582098
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 Township Parcel Tax No:
Northsouth LLC TOWN OF CYLON 006-1039-50-100
CST BM Elev: Insp. BM Elev: IBM Descriptio Section/Town/Range/Map No:
/06 ~ ~ 1 65T 18.31.16.265A-10
TANK INFORMATION ELEVATION DATA
TYPE MANUFACTURER CAPACITY STATION BS HI FS ELEV.
Septic tie Benchmark
Alt. BM
_
Aeration Bldg. Sewer z
TG-7
Holding St/Ht Inlet
3 • S I (P
TANK SETBACK INFORMATION St/Ht Outlet 3• S 9 •7
TANK TO P/L WELL BLDG. ent t Air Intal~e ROAD Dt Inlet
So J~-►~- 7 i s
Septic 96 y I 1-7 t f Ll Dt Bottom
Dosing Header/Man. W Q +
Aeratio Dist. Pipe O /
it Act
Holding Bot. System
PUMP/SIPHON INFORMATION Final Grade
Manufacturer Demand St Cover J?.L, Lp
GPM Model Number
TDH Friction Loss System Head Ft
reemain Len - st. to Well
SOIL ABSORPTION SYSTEM
BED/TRENCH Width Length No. Of Trenches PIT DIMENSIONS No. Of Pits Inside Dia. Liquid Depth
DIMENSIONS
SETBACK SYSTEM TO P/L BLDG WELL LAKE/STREAM LEACHING Manufacturer:
INFORMATION Type Of System: + CHAMBER OR
AA- Model Number:
DISTRIBUTION SYSTEM
Header/Manifold Distribution x Hole Size x Hole Spacing Vent to Air Intake
Pipe(s)
Length Dia Length Dia Spacing
SOIL COVER x Pressure Systems Only xx Mound Or At-Grade Systems Only
Depth Over Depth Over _TT Depth of xx Seeded/Sodded xx Mulched
Bed/Trench Center Bed/Trench Edges psoil
Yes E] No L] Yes ~ No
COMMENTS: (Include code discrepencies, persons present, etc.) Inspection #1: Inspection #2:
Location: 2154 HWY 46 r ! 1 CO J y,1,fJ r/e., p + G Uri ~[Q,e ~,~Jq ~y e, G
1.) Alt BM Description = / / L jVr
Z S C ~je a ; ` O
2.) Bldg sewer length=
- amount of cover = 7/'7 6A
Plan revision Required? Yes ((t I
Use other side for additional information` ~y
SBD-6710 (R.3/97) Date Insepctor's ignature Cert. No.
Wisconsin Department of Commerce PRIVATE SEWAGE SYSTEM County: St. Croix
Safety and Building Division
INSPECTION REPORT Sanitary Permit No:
GENERAL INFORMATION (ATTACH TO PERMIT) State Plan ID No: 582098
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:
Northsouth LLC TOWN OF CYLON 006-1039-50-100
CST BM Elev: Insp. BM Elev: BM Description: Section/Town/Range/Map No:
18.31.16.265A-10
TANK INFORMATION ELEVATION DATA
TYPE MANUFACTURER CAPACITY STATION BS HI FS ELEV.
Septic Benchmark
Dosing Alt. BM
Aeration Bldg. Sewer
Holding St/Ht Inlet
TANK SETBACK INFORMATION St/Ht Outlet
TANK TO P/L WELL BLDG. Vent to Air Intake ROAD Dt Inlet
Septic Dt Bottom
Dosing Header/Man.
Aeration Dist. Pipe
Holding Bot. System
Final Grade
PUMP/SIPHON INFORMATION
Manufacturer Demand St Cover
GPM
Model Number
TDH Lift Friction Loss System Head TDH Ft
Forcemain Length Dia. Dist. to well
SOIL ABSORPTION SYSTEM
BEDITRENCH Width Length No. Of Trenches PIT DIMENSIONS No. Of Pits Inside Dia. Liquid Depth
DIMENSIONS
SETBACK SYSTEM TO P/L BLDG WELL LAKE/STREAM LEACHING Manufacturer:
INFORMATION CHAMBER OR
Type Of System: UNIT Model Number:
DISTRIBUTION SYSTEM
Header/Mandold Distribution x Hole Size Ix Hole Spacing Vent to Air Intake
Pipe(s)
Length Dia Length Dia Spacing
SOIL COVER x Pressure Systems Only xx Mound Or At-Grade Systems Only
Depth Over Depth Over Fo De pth of xx Seeded/Sodded xx Mulched
Bed/Trench CenteBed/Trench Edges psoil
Yes M No Q Yes ~ No
COMMENTS: (Include code discrepencies, persons present, etc.) Inspection #1: Inspection #2:
Location: 2154 HWY 46
1.) Alt BM Description =
2.) Bldg sewer length =
- amount of cover =
Plan revision Required? Fm Yes Fa No
Use other side for additional information. ILIL
Date Insepctor's Signature Cert. No.
SBD-6710 (R.3/97)
2sJ. Safety and Buis D
RP)
Permit umber (to be filled in by Co.)
201 W. Washington Ave., O. Bo 1*.
Madison, W1 53707- 2
Permit Application ansaction Number
In accordance with SPS 383.21(2), Wis. Code, submission of this form to the appropriate governmentgutted prior to obtaining a sanitary permit Note: Application forms for state-owned
POWTS are submitted to Project Address (if different than mailing address)
the
Department of Safety and Professional Servies. Personal information you provide may be used for secondary
purposes in accordance with the Privacy Law, s. 15. 1 m Stets.
L Application Information - Please Print All Information
Property Owr='s Name
Parcel
fi;Perty owner's Mailing Address Lo ztXA '/6
Ton W__1 rT
Govt Lot
City, State Zip Code Phone Number
•/117
_'ly/~/~ Section
70 o /Jtirclc n
e-11 -
Type of Baildiag (check all that apply T _51/ e N; R Rr V-7 T 2 Family Dwelling -Number of Bedr Subdivision Name
0 PubliclCommercial - Describe Use
4~v ❑ City of
0 State Owned - Describe Use CSM Number D 0 Village of
6 y ` 1 q 'S~ Twvn of
III. Type of Permit: (Check only one box on line A. Complete line B if applicable) J
A. -
System 0 Replacement system reatment/Holding Tank Replacement Only 0 Other Modification to Existing System (explain)
B• 0 Permit Renewal 0 Permit Revision ❑ Change of Plumber 0 Permit Transfer to New List Previous Permit Number and Date issued
Before Expiration Owner
IV. Type of POWTS S steWCom onent/Device: Check all that a I
Non-Pressurized In-Ground 0 Pressurized In-Ground ❑ At-Grade ❑ Mound > 24 in. of suitable soil ❑ Mound < 24 in. of suitable soil
❑ Holding Tank 0 Other Dispersal Component (explain) 0 Pretreatment Device (explain)
V. Dispersal/Tr at Area Information:
Design Flow (gpd) Design Soil Application Rate(gpdsf) Dispersal Area Required (sf) Dispersal Area Pro
Pad ( sf 3y stem Elevation
VL Tank Info Capacity in Total # of Manufacturer Gallons Gallons Units i c n
New Tanks Existing Tanks L 1 JV v U v
E! N m in
Septic or Holding Tank ' t I U CID 5 G
Dosing Chamber
VII. Responsibility Stateme t- I, the undersigned, ponsibility for installation of the POWTS shown on the attached plans.
Plumber's Name (Print} Plum
g'rdure MP/MPRS Number Business Phone Number
Phunber's Address ( tate,
y , C
/12 J'0
- cJ
Conn /De artment Use Only
proved tsapprov Permit Fee Date Issued Issuing. t Signature
5
' Reason for Denial 50. ~ 3
DL CoaditAY47W sons,for Disapproval
Septic tank, eiflt:ent hlte, and
disper ,i cell must allbe seititc~s /_rn i_ntairec dr n
` 4
as per management plan provided by plumber. n
2., AO-4e Rtc.rquaireraents mUSt;we naintr;irot d
# pw+a coda ! ordinanaa3.
Attach to complete prang for the system and submit to the Conn
tY only on. paper not less than 812 z 11 inches in sift
SBD-6398 (R 11/11)
PLOT PLAN
PROJECT Northsouth LLC ADDRESS P.O. Box 665 Eau Claire Wi 54702
SE 1/4 NE 1/4S 18 /T 31 N/R 16 W TOWN Cylon COUNTY ST. CROIX
SYSTEM ELEVATION 86.5' DATE 3/16/16 BEDROOM 3
CONVENTIONAL XXX IN-GROUND PRESSURE CONVENTIONAL LIFT HOLDING TANK
MOUND SEPTIC TANK SIZE 1000 gallons LIFT TANK SIZE DOSE TANK SIZE
HOLDING TANK SIZE LOAD RATE .7 ABSORPTION AREA # of chambers
BENCHMARK V.R.P. Bottom of siding ASSUME ELEVATION 1009 Filter Lifetime Filter
❑ BOREHOLE O WELL *H.R.P. sameasbenchmark
All piping shall be ASTM SDR 30/34, within
10' of tank, piping shall be ASTM F891 Cale - 1/4" = 10'
Hwy 46
Vent on drainfield ST 10, BAD full of
15' tree roots not
D W
20 water tight
60'
T, b.-
A94
45'
B.M.* Existing 3
25, Bedroom
H
B-1 ouse
15' 30' 80'
40'
100'
Well
Please note: insulated pipe is to going to used
where the sidewalk is as per code
AJ0'.__piPre- f insulated pipe isoing to used in
the walkway
215th Ave
Cover Page
Shaun Bird
Bird Plumbing Inc.
1432 120th St.
New Richmond Wi 54017
715-246-4516
Date: 3/16/16
Owner:Northsouth LLC
Location: SE 1 /4 NE 1 /4 S18 T31 N,R16W 2154 Hwy 46 Cylon
Manuals Used: In-ground absorbtion system (version 2.0)
Page#
1. Cover Page
2. Plot Plan
3-5. Maintanan WContin ency Plan
6.Filter Cross Signature
License um r #226900
PLOT PLAN
PROJECT Northsouth LLC ADDRESS P.O. Box 665 Eau Claire Wi 54702
SE 1/4 NE 1/4S 18 /T 31 N/R 16 W TOWN Cylon COUNTY ST. CROIX
SYSTEM ELEVATION 86.5' DATE 3/16/16 BEDROOM 3
CONVENTIONAL XXX IN-GROUND PRESSURE CONVENTIONAL LIFT HOLDING TANK
1000 gallons LIFT TANK SIZE DOSE TANK SIZE
MOUND SEPTIC TANK SIZE
HOLDING TANK SIZE LOAD RATE .7 ABSORPTION AREA # of chambers
BENCHMARK V.R.P. Bottom of siding ASSUME ELEVATION 100' Filter Lifetime Filter
❑ BOREHOLE O WELL *H.R.P. sameasbenchmark
All piping shall be ASTM SDR 30/34, within
10' of tank, piping shall be ASTM F891 Scale = 1/4" = 10'
Hwy 46
Vent on drainfield ST BAD full of
15' 10' tree roots not
60' DW 20, watertight
45'
189 B.M.* Existing 3
25, Bedroom
B-1 House
15' 30' 80'
40'
100'
Well
Please note: insulated pipe is to going to used
where the sidewalk is as per code
A 10' piece of insulated pipe is going to used in
the walkway
215th Ave
ST. CROI K COUNTY
SEPTIC TANK MAINTENANCE AGREEMENT
AND
OWNERSH1P CER.TIRICAnON FORM
Owner/Buyer o , L
Mailing Address t, a ) ~ f (<J) --r-, ' 6
Property Address / S-ZI Z~" 6 -
(VmAmt on required from a&mi & Zoning Department for new construction.)
City/Stale Parcel Identification Number -,~10
LEGAL DESCRIPTION
6
Pm LOC8x10II r/a 1/a Sec. J
Ply v ~ _I 0 T ~N R / ~W, Town of
Subdivision , Lot #
Certhfied. Survey Map Volume Z Q , Page #
Warranty Deed # ~ ` 7 ~ , Vo lume , Page #
a
Spec house Q no Lot line` ideat dable (9 no
SYSTEM MAINTENANCE AND OWNER CERTMCATION
I
Impropa use and maincemnce of your septic system could result in its premat m faihrre to handle wastes. Proper
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 §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 is proper operating condition and/or (2) after inspection and p=4Ang (if necessary), the septic tank is
less dune 113 foil of dodge.
I/we, the undersigned have read the above requirements and agree to maintain the private sewage disposal system with the
standards set forth, humn, as set by the Department of Commerce and the Department of Natural Resources, State of Wisoonsia.
Cad icatiou stating that your septic system has been maintained must be completed and returned to rise St. Croix County Planning &
Zoning Departmant within 30 days of the three year expiration date.
Uwe certify that all statements on form are true to the best of my/our knowledge. Ilwe amla t the owner(s) of the
property described above, by virtue of s deed recorded in Register of Deeds Office.
Number of bedroo 43~
SIGNATURE OF APPLICANT(S) DATE
***Any information that is misrepresented may result in the sanitary permit being revoked by the PIamcing & Zoning Department
InchWe with dus application a recorded warranty deed from the Register of Deeds U ke and a copy of the certified survey map if
referam is made in the warranty deed.
(REV. 08105}
POWTS OWNER'S MANUAL & MANAGEMENT PLAN Polle d
II~ORMATiON
SY
STEAA SPECIFlCATIQNS
Owner, .
(4~ -septic Tank capacity l ( O NA
Permit #
Septic Tank Mamrfacturer 0 NA
DESIM,
PARiNETER3 Effluent Filter Manufacturer
❑ NA
Number of Bedrooms !7 NA Effluent Filter Model it 13 NA .
Number of Putt Facility 6nits Pump Tank Capacity
NA-
Estimated
j Estimated flow (average) Pump Tank Manufacturer
NA
i Design flaw (peak), (Estrr~d x 1.5) C l X1-7 Pump Manufacturer
NA
Soil ~ Rate ~ aU lflz Pump Model
j Standard Influent/Eft'ksent Quality Monthly mfem9e' Pretreatment Unit NA
Fats; Oll & Grease (FOG) 530 mg/L, ❑ Send/Gravel Filter 0 Peat Filter
Biochemical Oxygen Demand (BOEh) 5220 mg/L 0 NA 0 Mechanical Aeration ❑ Wetland
Tdal Suspended Solids (TSS) s1 5o mg/L CI Disinfection D Other.
Pretreated Effluent Quality Monthly average Dispersal Cefl(s) 13 NA
Biochemical Oxygen Derna id (BOD3) 530 n-Ground (gravity) CI In-Ground Olssuned)
Total Suspended Solids (TSS) <_30 mg/L 1)4NA p At -Grade ❑ Mound
Fecal CoBfam (geometric mean) 5104 Ch#100m1 ❑ Drip-Line
O Other
iMaximum Effluent Particle Size X In dia. ❑ NA Other
Other DNA
Other.
Y6A
! 11 13 NA
'*Values typical for domestic w and septic tank smuenL Other
❑ NA
NTENANCE SCHEDULE
Service Event
Service Frequency
Inspect condition of tank(s) At West once every: + (s) Pb)dmtnn 3 years) O NA
Pump out contents of tank(s) When combined sludge and scum
equals one-third (10 of tardc vOlene DNA
Inspect dispersal cell(s) At least once every: m°+ ~s} (Maxdunurn 3 years) El NA
Olean effluent filter At least once every0 (s) O NA
I nspect pump, pump controls & alarm At least once every: ❑Q mow sn(s) ❑ A
N 1=1ush iaberais and pressure test At feast once every❑ month(s)
O r(s) DNA
At least once every: Q mor>th(s}
❑ year(s) ❑ NA
0 NA
MAINTENANCE INSTRUCTIONS
inspa icne of tanks and dispersal cells shall be madeby an individual carrying one of the following licenses or certifications: Master
Plumber, Master Plumber Restricted Sewer, POWTS Inspector, POWTS Maintainer; Septage
Include a 'VWW inspection of the tank(s) to identify any missing or broken hardware i Sgm
s Operator. Tank le the io volu u must
combined sludge and scum and to Check for he ground r any cxac a or leaks, re the me of
!risuafly inspedeal to deck the effltrerrt any back ~ or Pced~ of effluent on the surface. The dispersal cell(s) shad) be
Vm Pig of effluent on the levels In the observation pipes and to check for any ponding of effluent on the ground surface.
regulatory authority ground surtace may indicate a feting condition and requires the immedcate notific;atlort of the tote!
WVhen the combined accumulation of sludge and scum in any tank equals one-third
1:he tank strap be removed by a 00. or more of the tank volume, the entire contents of
Administream Code. SOPOP ~ ~ Operator and disposed of in accordance with chapter NR 113. Wisconsin
All other services, including but not limited to the servicing of effluent fillers, mechanical or pressurized cornponsnts, pint units,
WW any SwAcing at intervals of 512 months, strap be performed by a certified PAS Maintainer.
A service report shall be provided to the local regulatory authority within 10 days of completion of artyservice event.
Page of
START UP AND OPERATION
For new construction, prior to use of the POWTS dnecik tneatrnent tank(s) for the presence of painting products or other chemicals thOt
may impede the bead, ant process and/or damage the.dispersal cell(s). If high concentrations are detected have the contents of thO
tank(s) removed by a sage servicing operator prior th use.
System start up shall not occur when soil conditiom are frozen at the infiltrative surface.
During power outages pump tanks may fill above normal highwater levels. When power is rem the excess wastewater will bis
discharged to the dispersal cell(s) in one large dose, overloading the cell(s) and may result in the backup or surface discharge of effluent.
To avoid this situation have the contents of the pump tank rwmed by a Septege 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.
Do not drive or park yehicles 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 POWT$:
antibiotics; baby wipes, oWer+ette butts; condoms; cotton swabs; degreasers; dental floss; diapers; disirsnfeclants; fat; foundation draln
(gyp pump) water, fruit and vegetable peelings; gasoline; grease; herbicides; meat scraps; medications; oil; painting produc4s;
pesticides; sanitary napkins; tampons; and water softener brine.
ABANDONMENT
When the POWTS fails and/or is permanently taken out of service the following steps shall be taken to insure that the system is propeoy
and safely abandoned in compliance with chapter Comm 83.33, Wisconsin Administrative Cade:.
• All piping to tanks and pits shall be disconnected and the abandoned pipe openings sealed.
• The contents of all tanks and pits shell be removed and properly disposed of by a Septage Servicing Operator.
• After pumping, all tanks and pits shall be excavated and removed or their covens removed and the Void space fulled with sot,
. gravel or another inert solid material.
CONTINGENCY PLAN
If the POWTS tails and cannot be repaired the following measures have been, or must be taken, to provide a code compliant
replacement system:
O 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 requi►fed
setbacks *om existing and proposed structure, lot lines and wells. Failure to protect the replacement area will result in the aged
for a new soli and aita evaluation to establish a suitable replacement am. Replacement systems mast comply with the mile# in
effect at that time.
O A suitable replacement area is not available due to setback and/or soil limitations. Barring advances in POWTS technology a
hokling tank may be installed as a last resort to replace the failed POWTS.
`Thsite has not been evaluafed to identify a suitable replacement area. Upon failure of the POWTS a sort and site evaW"on
be performed to locsnte a suitable replac Wnent area. If no replacement area is available a holding tank may be insWleci as
a last resort to replace the failed POWTS.
0 Mound and at-grade soil absorption systems may be reconstructed in place following removal of the biomat at the infiitralive
surface. Reconstructions of such systems must comply with the rules in effect at that time.
e<WARNING»
SEPTIC, PUMP AND OTHER TREATMENT TANKS MAY CONTAIN LETHAL GASSES AND/OR INSUFFICIENT OXYGEN. DO NOT
ENTER A SEPTIC, PUMP OR OTHER TREATMENT TANIg UNDER ANY CIRCUMSTANCES. DEATH MAY RESULT. RESCUE O~ A
PERSON FROM THE INTERIOR OF A TANK MAY BE DIFFICULT OR IMPOSSIBLE
ADDITIONAL COMMENTS
POMRS INSTALLER POWTS MAINTAINER
e
Name Ehon
Phone CIO J e E~SEPTAGE SERVICING OPERATO UMPER LOCAL REGULATORY AUTHORITY
E Name 21-, . Name
Phone f j- r C Phone J
This doasnent was dialled in compAanoo with chapter SK 383.22(2)(b)(1)(d)&(f) and 383.54(1), (2) & (3). Wisconsin Adrninistra W Code.
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Wisconsin Department of Commerce SOIL EVALUATION REPORT Page of
Division of Safety and Buildings
in accordance with Comm 85, Wis. Adm. Code
county
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.
percent slope, scale or dimensions, north arrow, and location and distance to nearest road. 6 -j /10
Please print all information. Revi by Date
Personal information you provide may be used for secondary purposes (Privacy Law, s. 15.04 (1) (m)). ZZ ~G
Property Owner Nropertyt
Location
~-a
IJ ~ 1/4 1/4 S 13 /T5 N R/6
E( W
Prope VwnelsMatl` Address Block # Subdr FAV c Gh'
State Zip Code Phone Number ZV Town eanest Road
- atj'i, L 611 ?DZ1(-2)5-) 5 -
❑ New Construction Use'esidential / Number of bedrooms Code derived design flow rate GPD
(Replacement Public ~ or~~ meraal - Describe: _
Parent material ~L", --E 9~-~C~t.ll-IG Flood Plain elevation if applicable v 1 I"C" ft.
General cornments
and recommendations:
System Type ~i~✓ilt..~ ~ System Elevation
M 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
I ts°
5 i
❑ Boring # ❑ Boring
❑ Pit Ground su ce 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;1L and TSS >30 < 150 • Effluent #2 = BOt < 30 mg& and TSS < 30 mg/L
CST Name (Please Print) Si re CST Number
Bird Plumbing, Inc. Shaun Bird 226900
Address Date Evaluation o ducted Telephone Number
1432 120th St, New Richmond, WI 54017 715-246-4516
Property Owner _ Parcel ID # Page of
❑ Boring # Boring
❑ Pit Ground surface elev. ft. Depth to limiting factor in. Soil -Application Rate
F-1
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
❑ Boring # ❑ Boring
❑ pit Ground surface elev. 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. Cont. Color Gr. Sz. Sh. 'Eff#1 'Eff#2
❑ Boring
F-1 Boring # Ground surface elev. ft. Depth to limiting factor in.
❑ Pit Soil ication Rate
Horizon 'lepth Dominant Color Redox Description- Texture Structure Consistence Boundary Roots `E GPD/ffE
in. Munsell Qu. Sz. Cont. Color Gr. Sz. Sh.
' Effluent #1 = BOD6 > 30 1220 mglL and TSS >30' 150 mg/L. ' Effluent #2 = BODS < 30 mg/L 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)
Soil Test Plot Plan
Project Name Northsouth LLC Shaun &
Address P.O. Box 665
Eau Claire Wi 54702 CS #226900
Lot 2 Subdivision Date 3/16/16
SE 1/4 NE 1/4S 18 T 31 N/R 16 W Township Cylon .
❑ Boring 0 Well PL Property Line County ST. CROIX
BM or VRP Assume Elevation 100 ft. Bottom of siding
System Elevation 86.5' *HRPSame as Benchmark
Scale is 1" = 40'
unless otherwise
noted Hwy 46
Vent on drainfield BAD full of
tree roots not
60' DW 45' O Watertight
8' B.M.* Existing 3
25' Bedroom
B-1 House
15' 30' 80'
40'
100'
Well
215th Ave