HomeMy WebLinkAbout040-1326-29-001
W fety a 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: 11 589772
Personal information you provide may be used for secondary purposes [Privacy Law, s.15.04 (1)(m)) F P
Permit Holder's Name: City Village Township Parcel Tax No:
Jason & Kim Adam 29 - ~
TOWN OF TROY 040-1326
CST BM Elev: Insp. BM Elev: BM Description: t. Section/Town/Range/Map No:
17.28.19
TANK INFORMATION ELEVATION DATA
TYPE MANUFACT "'CAPACITY STATION BS HI FS ELEV.
1
Septic
+ Benchmark t,
ill- jr,rr
Dosing
Alt. BM
i ) t 4,
Aeretioh Bldg. Sewer
c-,f 7
Heirfifig I
tHtlnlet
TANK SETBACK INFORMATION SttHt Outlet t
TANK TO j1 P/L WELL BLDG. Vent to Air Intake ROAD Dt Inlet
w
Septic - r
1 ` Dt Bottom
r
Dosing. -HeaderYMan.
Aeration _ _ • ~ . ~ ~
Dist. Pipe
Holding ' ~
Bot. System
PUMP/SIPHON INFORMATION Final Grade
Manufacturer Demand/ St Cover ,rf
GPM Ii' I 11,_7 /6,-7
Model Number t
TDH Lift Friction Loss System Head TDH Ft
Forcemain Length Dia. Dist. to Well
SOIL ABSORPTION SYSTEM t_.
BEDrrRENCH Width J Length j No. Of TrenchePIT DIMENSIONS No. Of P' Inside Dia. Liquid Depth DIMENSIONS
SETBACK SYSTEM TO BLDG WELL LAKE/STREAM LEACHING Manufacturer: I/iT '1A .t,.
INFORMATION rr
Tie Of System: CHAMBER OR f 1~ l( f
g UNIT Mod*NuntberP ; r
DISTRIBUTION SYSTEM 'Er hN
ead anifold Distribution x Hole Size jx Hole Spacing rv I"
x
7 Pipe(s) it ke
o
Length Dia Length Dia_ _ Spacing
SOIL COVER rY~t IC~Pressure Systems Only xx Mound Or At-Grade Systems Only
Depth Over I f ~ r i Depth Over xx Depth of xx s eeded/Sodded xx Mulched
Bed/Trench Center Bed/Trench Edges To soil
` p Yes No Yes ]No
COMMENTS: (Include code discrepencies persons present, etc.) Inspection #1: { Inspection #2:
Location: 370 MEADOW VALLEY TRL ttiiU 1 iu tf~ yr / L,
1J
1.) Alt BM Description, (pYB(L c m OS ~6J ~Yl~!e t ~t 'y firp(Y1
2.) Bldg sewer length
-amount of cover
ai
CST ~Ztrib& Sbt~S- see
Plan revision
Required? Y
es -r- No
Use other side for additional information.
SBD-6710 (R.3/97) Date InSepctr'~.igDBture~~ Cert. No.
~ County t
c w "ura Safety and Buildings Division E oj
P K 201 W. Washington Ave., P. Box 7162 Sanitary Permit Number (to be filled in by Co.)
S 1 !i Madison, Wl 53707 2
Il7
I
Corral UNi Application R~~FP Transaction umber
F~1
In accordance with SPS 383.21(2), Wis. Adm Code, submission of this font to the appropriate governmc _
is required prior to obtaining a sanitary ptnntt Note: Application forms for state-owned POWTS are submittr_ omct Address (if different than mailing address)
the Departmeut of Safety and Professional Servies. personal tnfbrmation you provide may be used for secondary Law, es in accordance with the - P• s. 15.04(1 m), a Stals
~ Dui 64dA
L Application Information -Pleas P Pint All Information r
Property Owner's Name t ! Parcel z . Z` Z - btD 1 -A- lk Property Owner's Mail Address Property Location
" i'7. Z9~, t . 22 214
Govt Lot
C~, fliiuc
zip Code Phone Number
( f Section
rc R sL_ ~
l,~~ Ie oat
EL Type of Building (check all that apply T ~ i1--N; R t E W
l or 2 Family Dwelling-Number of Bedroo
I $V1Sinn amC /e ~ ~
\Y(j y
Block# is
❑ Public/Commercial -Describe Use `
1/% 6 J'S►Q.- d► ❑ City of
Q State Owed - Describe UseCSpM N ❑ Village of
.tol 1
Z. C~.S ip f' i . Y D Town of r
Al
III. Type of Permit_ (Check only one b on line A. Complete lice B 7 pplicable)
A. - r{ r.. - - 7- LW~Lefl
tw System _ i 11 Repiacemtent System (.J Tres mrnUHolding'rank Replacement Only ❑ Other Modification to Existing System (explain) i
13. El Permit Renewal I ❑ Permit Revision ❑ Change of ?lumber D Permit Transfer to New Lis[ Previous Permit Number and Date Issued
Before Expiration Owner
1V. Type ofPOWTS SvstemlCompoment/Device: Check all that a h•
) 141
~4n-Pressu nzed In-Ground ❑ Pressurized In-Ground At-Grade ❑ Mound 24 in of suitable soil ❑ Mound < 24 in. of suitable soil
0 Holding Tank ❑ Other Dispersal Component (explain) ❑ Pretreatment (4,k)
V. Dis a1/Treatm rat Area Information-
q f
Dees(i ow (gpd) Destp Soil Application Rate(gpcisf) Dispersal Area Required (s Dtspersat Area sed (sf) System levation ,
VL Tank info Capacity in Total 7 tt of
Gallons Manufacture
Gal;orss Units y
U c
New Tanks v
+ r: / + 4 v -
.xrsUag Tanks _ :J r
m
I I i e
V.
Septic m Holdup Talc
Dosing Chamber
VII. Responsibility Stater ent- t, the undersigned, ass r unsibility for installation of the POV! TS shown oa the attached plans.
Phmwer's Name (Pant) Plum 's t e
T/MPRS Number Business Phone Nuntbg
P }b^ S Address (Street, City, State, Zip Code) /!1 t y e
VIII naty/De ".nt Use Only l~
Approved I PermitQFee Da~uj ucd Issuing . t Si~atu7e i. I Z "Y
.Reason for Denial S
IX Condi o -
~
disperr.>, cell rnu t tti br s_ic s r m in g 3 r Q`O ?~e
as per management plan pro tided uy plumber.
2. All-iseftioO requirements must be maintf died
n per apFNCable coda / ordinancAs. t j
Attach to cumpkte plans for the ~
system and submit to the County only on papv not less than 8 to z ] t et es m sue
SBD-6398 (R. 11/11)
System PLOT PLAN
PROJECT Jason Adam ADDRESS 929 Meadowood Lane Hudson Wi 54016
SE 1/4 NW 1/4S 17 /T 28 N/R 19 W TOWN Troy COUNTY ST. CROIX
SYSTEM ELEVATION 98.0/97.5 4' below grade 7/25/16
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 2" pvc pipe ASSUME ELEVATION 100' Filter Lifetime Filter
❑ BOREHOLE O WELL *H.R.P. same as benchmark
Scale = 1/4" = 10'
18'
27' Meadow Valley Trail
14'
286' Property Line
133'
B.M.*
All piping shall be ASTM SDR 30/34, within
196' 10' of tank, piping shall be ASTM F891
247 5% Slope
135' Vent
B- ~`ce
2-3' X 66' Cells with >3' spacing B-3
100'
20'
T 101'
30' -2102'
Pro 3 Vent
Bedroom uick4 Standard
House >6 Leaching Chamber
of Cover with 20.0 ft2 of Area
Lc c %'e 4' Long 1211 5.6ft^2/Pair of end caps
'j Grade at System Elevation
34"
Cover Page
Shaun Bird
Bird Plumbing Inc.
1432 120th St.
New Richmond Wi 54017
715-246-4516
Date: 7/26/16
Owner:Jason Adam
Location: SE1/4 NW1/4 S17 T28 N,R19W Lot 1 Meadow Valley Trail Troy
Manuals Used: In-ground absorbtion system (version 2.0)
Page#
1. Cover Page
2. Plot Plan
3. Chamber Cross Section
4-6. Maintanance and Co ngency Plan
7.Filter Cross Section
Signature-
License number # 6900
System PLOT PLAN
PROJECT Jason Adam ADDRESS 929 Meadowood Lane Hudson Wi 54016
SE 1/4 NW 1/4S 17 /T 28 N/R 19 W TOWN Troy COUNTY ST. CROIX
SYSTEM ELEVATION 98.0/97.5 4' below grade 7/25/16 BEDROOM 3
DATE
CONVENTIONAL )00( 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 2" pvc pipe ASSUME ELEVATION 100' Filter Lifetime Filter
❑ BOREHOLE O WELL *H.R.P. same as benchmark
Scale = 1/4" = 10'
18'
27' Meadow Valley Trail
14'
286' Property Line
133'
B.M.*
All piping shall be ASTM SDR 30/34, within
196' 10' of tank, piping shall be ASTM F891
247 5% Slope
135' Vent
B-
2-3' X 66' Cells with >3' spacing B-3
100'
20'
T 101'
30' -2102'
Pro 3 Vent
Bedroom Quick4 Standard
House >6 Leaching Chamber
of Cover with 20.0 ft2 of Area
4' Long 1 ;7--56ftA2/pair of end caps
34" Grade at System Elevation
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
5.6ftA2 pair of end plates To be >1' above grade
Finish grade elevation
Typical Installation i 102.0'
Vent A;;L
Grade
3' 4" ~~30/34 Septic Tank
5' Long 5'
10 _ 36Grade at Sys
tem Elevation 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-97.5'
ST. CROIX COUNI'Y
SEPTIC TANK MAINTENANCE.1kGREEMENT
AND
OWNERSHIP CERTIFICATION FORM
Owner/Buyer J L✓C~,
Mailing Address
Property Address U I I V eL
(Verification required from Planning & Zoning Department for construction.)
City/State Parcel Identification Nutuber A e7(70
LEGAL DESCRIPTION
Property Location.,"~_Z ,4!~62i/4 , Sec. T L% N R W, Town of
Subdivision . Lot d
/
Certified Survey Map # l 0 ~ j 1V volume -,Page #
Warranty Deed # Volume , Page #
Spec house yes no Lot liner identifiable no
SYSTEM MAINTENANCE AND OWNER CERTIFICATION
Improper use and maintenance of your septic system could result in its premature failure to handle wastes. Proper
maatenance 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 & Zon ¢ig 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.
Uwe, 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 Departmmit 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 30 days of the three year expiration date.
Uwe certify that all statements on form are true to the best of my/our k:aowledge. Uwe am /are the owner(s) of the
property described above, by virtue of a kranty deed recorded in Register of Deeds Office.
Number o7-
191G&ATTW oms
OF APPLICANT(S) D TE
6/
***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 Pne of
ILE INFORMATION SYSTEM SPECIFICATIONS
Owner
Permit # ~ Septic Tank Capacity ~ ❑ NA
Septic Tank Manufacturer ❑ NA
'01 r IGN PARAMETERS Effluent Filter Manufacturer lo !C NA
Number of Bedrooms
13 NA Effluent Filter Model C3 NA
Number of Ptk c Facility Onits ~O,iVA Pump Tank Capacity
U Pump Tank Manufacturer
j Estimated flair aNA
i Design flow (pta k), (Es d x 1.5) allda Pump Manufacturer
Soil Apptication Rate
aq@VdaW Pump Model
NNAA
i Standard Influent/Efiiuent Quality av~9e Preh'eabnent Unit Fats; 01 & Grease (FOG) S30 mg& ❑ Sand/Gravel Filter El Peat Filter
Biochemical Oxygen Demand (BODS) 5120 mg/L ❑ NA 0 Mechanical Aeration ❑ Wetland
Total Suspended Sokis (TSS) 5950 mg/L E3 . Disinfection ❑ Other:
Pretreated Effluent Quality Monthly average Dispersal Cell(s)
B "cal Oxygen Demand Demand (BODs) -0o mg/L 'In-Ground (grey) ❑ In-Ground ( NA
Total Sus Solids (TSS) <_30 mg/L LA ❑ At-Grade Fecal Collform ❑ Mound
(geometric mean) 5104 cful100m1 ❑ Drip-Line 13 Other.
immumurn Effluent Particle Size 11 in dia, p NA Other
Other. ❑ NA
Other
'Values typical for domestic waswwatgr and ❑ NA
septic tank etiuent Other.
❑ NA
NTENANCE SCHEDULE
' Service Event
Service Frequency
Inspect condition of tank(s) At least once every. month(s) (AAaxtirruxrr 3
(Pump out corrteMs of tank(s) Years) ❑ NA
When combined sludge and scum equals one-third of tank volume
❑ NA
Inspect dispersal cep(s) At least once every: month(s)
'Ryear(s) (Maximum 3 years) ❑ NA
Mean effluent filter At least once every. 0 monthjs) O NA
I nspect pump, pump controls & alarm At least once every: D month(s)
{-lush laterals and pressure test At least once every D }moo month(s)
At least once every: ❑Q ms( s)
r.
MAINTENANCE INSTRUCTIONS NA
!inspections of tanks and dispersal cells shall be made by an individual prying one of the follow{ licenses or cePlumber; Master Plumber Restricted Sewer; POWTS Inspector,
rdliicaltions: Master
Include a visual ins POWTS Maintainer; Septage Servicing Operator. Tank inspections must
pection of the tank(s) to identify any missing or broken hardware, identify any cracks or leaks, measure the volume of
combined sludge and scum and to check for any back u or
'IdsuaUY meted to check the effluent levels in the observation ponding of effluent on the ground surface. The dispersal cell(s) shall be
pipes ponciing of effluent on the ground surface may indicate a and to check for any ponding of effluent on the ground surface.
I eguiatory authority. falling condition and requires the Krtrrrediate notification of the brat
6*W the combined accumulation of sludge and scum in an tank
y equals one-third (X) or more of the tank volume, the entire contents of
1f►e flank shad be removed by a
SOPtage
Adminisbative Code. Servicing Operator and disposed of in accordance with
chapter NR 113, Wisconsin
All other services, including but not limited to the servicing of effluent fitters, mechanical or ressurkW com
W'd any servicing at intervals of 512 months, shall be performed p Ponents, ant units,
POWTS Maintainer.
A service report shall be by a ceffdW
provided to the local regulatory authority within 10 days of completion of any service event
Page of
START UP AND OPERATION duds or other chemicals thot
For new construction, prior to use of the POWTS Check treatment tanks) for the presence of painting pro the treatment process and/or damage thedispersal cell(s). If high concentrations
are detected have the contents of tht;
may impede
tank(s) removed by a septsge servicing operator prior to use.
System start up shall not occur when soil conditions are frozen at the infiltrative surface.
During power outages pump tanks may fill above normal highwater levels. When power is restored the excess wastewater will blB
discharged to the dispersal cell(s) in one large dose, overkkaddiing 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 removed by a Septage, Servicing Operator prior to restoring power to ft
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 vehicles over tanks and dispersal cells. Do not drive or park over, or otherwise disturb or compact, the area within
15 feet down slope of any mound or at-grade soil absorption area.
Reduction or elimination of the following from the wastewater stream may improve the performance and prolong the life of the POWT$:
antiblotios• baby wipes; cigarette butts; condoms; cotton swabs; degreasers; dental floss; diapers; dis'knfec ants; 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
When the POWTS fails and/or is permanently taken out of service the following steps shall be taken to insure that the system is properly
and safeiy abandoned in compliance with chapter Comm 133.33, Wisconsin Administrative Code:
• All piping to tanks and pits shall be disconnected and the abandoned pipe opertings sealed.
• The contents of all tanks and pits shall be removed and property disposed of by a Septage Servicing Operator.
• After pumping, all tanks and pits shall be excavated and removed or their covers removed and the void space filled with soil,
gravel or another inert solid material.
CONTINGENCY PLAN
If the POWTS falls and cannot be repaired the following measures have been, or must be taken, to provide a code compiiont
replacement system:
`-,QLA suitable replacement area has been evaluated and may be utilized for the location of a replacement soil absorption systelm.
The replacement area should be protected from disturbance and compaction and should not be infringed upon by requiijed
setbacks from existing and proposed structure, lot lines and wells. Failure to protect the replacement area will result in the r*ed
for a new soil and site evaluation to establish a suitable replacement area. Replacement systems must comply with the rtes/ in
effect at that time.
❑ A suitable replacement area is not available due to setback and/or soil limitations. Baring advances in POWTS technologK 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 sal 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.
0 Mound and at-grade soil absorption systems may be reconstructed in place following removal of the biomat at the infiltrative
surface. Reconstructions of such systems must comply with the rules in effect at that time.
<<WARNiNG>>
SEPTIC, PUMP AND OTHER TREATMENT TANKS MAY CONTAIN LETHAL GASSES AND/OR INSUFFICIENT OXYGEN. DO NOT
ENTER A SEPTIC, PUMP OR OTHER TREATMENT TAN 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 c°
Phone , Phone 21-s~
SEPTAGE SERVICING OPE OR (PUMPER) LOCAL REGULATORY AUTHORITY
Name Name I - 21"
Phone J_.~ C~ Phone /J
This doeument was dratted in compliance with chapter SPS 383.22(2)(b)(%d)&(f) and 383.54(1), (2) & (3), Wisconsin Administrative Code.
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U S #1814
O~IVED 3 S Is Safe end SOIL EVALUATION REPORT
P in accordance with Comm 85, Wis. Adm. Code Page 1 of _4__
Professio r~s 2016 Schmitt Soil Testing, Inc.
RM COUNTY County
Attach complete sit__eRR p ~~Iyy~l~,~ 1 inches in size. Plan must St. Croix
include, but not lin14t a
~nce point (BM), direction and -
percent slope, scale or dimensions, north arrow, and location and distance to nearest road. Parcel I.D.
DAD- l!~'Z(~'DI OCX-3
Please print all information. tie-, By Dat
Personal information you provide may be used for secondary purposes (Privacy Law, s. 15.04 (1) (m)). 7,1 (0 1
Property Owner Property Location
DCCI Land Planners Govt. Lot 11/4,N 1/4, S17, T28N, R19W
Property Owner's Mailing Address Lot # Block # ~Subd. Name or SM# _
1505 Hwy 65 P.O. Box 445 _ 1 A'd(ow ya AV ro
City State Zip Code Phone Number City Village Town Ne tsera Road # -gyp
New Richmond i WI 54017 Troy Meadow Valley Trail
New Construction Use Residential ! Number of bedrooms 4 Code derived design flow rate _ 600 GPD
Replacement Public or commercial - Describe:
Parent material Outwash Flood plain elevation, if applicable NA ft.
General comments Area is suitable for a conventional system with a 0.7 gpd/sgft rate. Possible system elevation for Area 1 is 98.80' (high trench),
and recommendations: 98,30' (low trench). Slope of area is 5%.
61P_ M ~-b 64e~ r r J2
Boring P.d!$
1 Boring # '
Pit Ground surface elev. 102.08 ft. Depth to limiting factor _ 98+ in. Soil Application Rate
Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots GPD_/ftz
in. Munsell Qu. Sz. Cont. Color Gr. Sz. Sh. l*Eff#1 *Eff#2
1 0-7 10yr3/3 none sl 2mgr mvfr as 2vf 0.6 1.0
2 7-14 7.5yr4/6 none grsl 2msbk mfr cs ivf 0.6 1.0
3 14-26 10yr5/6 none fs Osg ml cs 0.5 1.0
4 26-40 10yr6/4 none s Osg ml cs 0.7 1.6
5 40-98 10yr6/4 none grcos Osg ml - 0.7 1.6
I
I Boring
❑ -
Boring # Pit Ground surface elev. _ 102.08 ft. Depth to limiting factor 96 in. Soil Application Rate
Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots GPD/ftZ
in. Munsell Qu. Sz. Cont. Color Gr. Sz. Sh. *Eff#1 *Eff#2
1 0-8 10yr3/3 none sl 2fsbk mvfr as 1vf 0.6 1.0
2 8-15 10yr4/3 none sl 2msbk mfr gw 1vf 0.6 1.0
3 15-25 7.5yr5/4 none s Osg ml cs 0.7 1.6
4 25-76 10yr5/4 none grcos Osg ml cs 0.7 1.6
5 76-96 10yr6/4 none s Osg ml 0.7 1.6
t` ~ n 1
Effluent #1 = BOD? 30 < 220 mg/L and TSS >30 150 mg/L ' Effluent #2 = B V30 g/L and TSS S.30 mg/L
CST Name (Please Print) Signature: CST Number
Thomas J. 227429
Address Schmitt Soil Testing, Inc. Date Evaluation Conducted Telephone Number
1595 72nd St. New Richmond, WI 54017 4/1/2016 715-760-1978
S13D-5330 (R.07/00)
Property Owner DCCI Land Planners Parcel ID # Page 2 _of _4
Boring
F3 Boring # Pit Ground surface elev. 000.71 - ft. Depth to limiting factor 100+_ in. Soil Application Rate
Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots GPD/ft2
in. Munsell Qu. Sz. Cont. Color Gr. Sz. Sh. *Eff#1 *Eff#2
1 0-9 10yr3/3 none sl 2fsbk mfr as lvf 0.6 1.0
2 9-19 7.5yr4/6 none grsl 2msbk mfr Cs 1Vf 0.6 1.0
3 19-26 10yr5/6 none s Osg MI Cs 0.7 1.6
4 26-51 10yr5/4 none Cos Osg ml Cs 0.7 1.6
5 51-100 10yr6/4 none s Osg ml 0.7 1.6
- `A -
5
Boring
Boring # it Around ~ (n
surface elev. ft. Depth to limiting factor in.
Soil Application Rate
Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots GPD/ft2
in. Munsell Qu. Sz. Cont. Color Gr. Sz. Sh. *Eff#1 *Eff#2
6
40
Boring
F-1 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/ft2
in. Munsell Qu. Sz. Cont. Color Gr. Sz. Sh. ( *Eff#f *Eff#2
I
Effluent #1 = BOD5> 30 < 220 mg/L and TSS >30 <150 mg/L ' Effluent #2 = BOD5 < 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 (R.07/00) Schmitt Soil Testing, Inc.
Page 3 of 4
Conducted by: - Conducted For: -
Schmitt & Sons Excavating, Inc.. Name: DCCI Land Planners, Inc.
Thomas J. Schmitt, CST 227429 Address: 1505 Hwy 65
586 Valley View Trail City, State, Zip: New Richmond, WI 54017
Somerset, W l 54025
Phone: 715-7 0-1978 Subdivision Name: Meadow Valley of Troy
Signatur.--;; ~w.. Lot N0.: 1
Date Legal Description: SEI/4 NW1/4 S17 T28N R19WW
® Backhoe Pit Township, County: Troy Township, St. Croix County j
® Bench Mark 1 El. 100.00' Top of 2" PVC Pipe. t
Bench Mark 2 El. 96.87' top of 4' manhole grate on top of storm water pond overflow
Slope= 5%
4
Scale 1"= 40' -
_ 1 I
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NOTE: For full view of Lot see Survey map (Page 4 of 4)
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