HomeMy WebLinkAbout040-1326-03-000
Wisconsin Department of Commerce PRIVATE SEWAGE SYSTEM County: St. Croix
Safety and Building Division
INSPECTION REPORT Sanitary Permit No:
(ATTACH TO PERMIT) 592230
GENERAL INFORMATION State Plan ID No: n,
Personal information you provide may be used for secondary purposes [Privacy Law, s.15.04 (1)(m)] , Y
Permit Holder's Name: City Village Township Parcel Tax No
DCCI Land Planner Investments TOWN OF TROY 040-1326-03-000
CST BM Elev: Insp. BM Elev: BM Descr n: ~ I~ ~ Section/Town/Range/Map No:
ill rU 17.28.19.2195
TANK INFORMATION (~-S ELEVATION DATA
TYPE MANUFACTURERI IV; I CAPACITY STATION BS HI FS ELEV.
Septic Vr t W Benchmark / )
V /
0 3• ,
aestag 1 Z~ , L / d'1`1'74 Alt. BM
Aeratmn Bldg. Sewer 7
Holding, SUHt Inlet
TANK SETBACK INFORMATION Ht Outlet 100. OL11
TANK TO P/ WELL BLDG. Vent to Air Intake ROAD Dt Inlet
Septic 1 Dt Bottom
Dosing Header/Man.
!o. Z
6? - 7. Z
Aeration Dist. Pipe Jn
Holding Bot. System to
M -e-
96
Final Grade
PUMP/SIPHON INFORMATION
Man r em nd St Cover C n /
GPM J J!(/[0,7 . Z o • Z
Model Number
T H Lift Friction Loss Sy ead TDH Ft
For main Length Dist. to Well
SOIL ABSORPTION SYSTEM 22~- Z
BED/TRENCH Width y LengtlL~) No. Of Trenches PIT DIMENSIONS No> Pits Inside Dia. Liquid Depth
DIMENSIONS GG((~~ / /
SETBACK SYSTEM TO P/L BLDG WELL LAKE/STRE LEACHING Manufacturer.
INFORMATION T pe Of System, CHAMBER OR JJ
Z~ ~ UNIT Model N ber: G
IS BUTION SYSTEM
eader/ ffold Distribution x Hole Size x Hole Spacing Vent to Air Intake
Pipe(s) /
w
®._,u-.,--•-----__._.__..
Length Dia Length /T
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 Edge To soil
Yes 0 No Yes No
COMMENTS: (Include code discrepencies, persons present, etc.) Inspection #1: Inspection #2:
Location: 378 MEADOW VALLEY TRL/f v l~~ s L ~J CJ '
1.) Alt BM Description Co
2.) Bldg sewer length = ~~i
- amount of cover =
all,
`j ~ '0~ covet- 0,1
. `
Plan revision Required? ❑ Yes to
Use other side for additional informationnn._ ) L qmnlx )PI 4/4
SBD-6710 (R.3/97) Date Insep ors Signature Cert. Mo.
"AN-dci7-a
County
Safety and Buildings Division J a
201 W. Washington Ave., P.O. Box 7162
Sanitary Permit Number fo be filled in by Co.)
f a ys Madison, W1 53707-7162
Sanitary Permit Application S Transactio N her
rltt a~ordance with SPS 38321(2), Wis. Adm. Code,
i submission of this form to the
iegirired prior to obtaining a sanitary appropriate governmental unit
Department of Safety > permit Note: Application forms for state-owned POWTS are submitted to
6es in accordance and the, Priv si onal Servies. Personal information ou Project Ad ess (if different than mailing address)
y be used for secon
ees in accordance with the Privac Law, s, 15.04{1) m), Stats.
' L A ' llcation Information - Please Print All Information
PrapG?5 Owner's Name ~ ®fr f:LG..~ '
Cr
C„+ Pazcei #
Property Owners Mailing AT&ess
0 > Property Location
City, State I Zip Code I Govt Lot
Phone Number }t
Alt/l Section 1
II. Type of Building (check all that ap cle on
Lot # T.=_SL N; R E W
2 Family Dwelling-Number of Be ours
~ Subdivision N
❑ Public/Commercial - Describe Use QK Block l/
❑ city of
❑ State Owned - Describe Use CSM Number
Z El Village of
L4) Zy4-Z2- Town of
IIL Type of Permit: (Check only one bo on line A. Corn fete line B if aQplicable}
A.
New System ❑ Replacement System
❑ TreamrenUHolding Tank Replacement Only
❑ Other Modification to Existing System (explain)
B• ❑ Permit Renewal ❑ p
ertnit Revision ❑ Change of Plumber ❑ Permit Transfer to New L Previous Permit ?Somber and Date Issued
Before Expiration
Owner
IV• ofPOWTS S stem✓Com onent/Device: Check all that apply)
n-Pressurised In-Ground ❑ Pressurized In-Ground
❑ At-Grade ❑ Mound > 24 in. of suitable soil ❑ Mound < 24 in- of suitable soil
❑ Holding Tank ❑ er Dispersal Co - G
mponent (expl ) ❑ Pretreatment Device (explain)
V. Dis ersal/Treat ut Area Information:
Des' Flow (gpd) Design Soil Application Rat dsf) Dispersal Area Regan f) Dis ✓ Lit r
w P Pro ed (s Ystem Elevation
VL Tank Info Capacity 10 Total # of Manufa ~
Gallons Gallons Units
New Tanks E-sting Tanks o
Septic or Holding Tank
Dosing Chamber U v W m
VII. Responsibility Statem
I the undersigned, assµ a ponsibitity for installation of the POWTS shown on the attached plans.
Plum s Name (Print
number' i~ store MP/MPRS Number
Business Phone Nup3/
t.Cti, yam. ~~~C
Plumber's Address (Street, City: State Code)
~5~
ouaty/Departinent Use Only
Approved tsappr permit Pee Date Issue Issuing . ent Signature
en Reason for
2-1617
IX ConditlW*TWO0010114FRons for Disapproval
1 epf~s tank, eiAL;En; little- lath! 3)
(h16pet*:s,i cell must all 3 r , . r,fe e ~a ~ 7 S ~ i t.1
r.tc.s~
als;per , lar, amen! plan pro tiaeri Vv Nlumbe . ce C
2. =All s~e+bir`.k jre±~nes moot td rna~rstt ir.E
- oodrx I,wrdnances,
Attach to complete plans for the system and submit to the Coun4" paper
only on a
er not {ess than 8 12 z I1 inches in size
SBD-6398 (R. 11/11)
System PLOT PLAN
PROJECT DCCI Investments LLC ADDRESS P.O. Box 445 New Richmond Wi 54017
NW 1/4 NW 1/4S 17 /T 28 N/R 19 W TOWN Troy COUNTY ST. CROIX
SYSTEM ELEVATION 97.0/96.5' 5' below grade DATE 2/7/17 BEDROOM 4
CONVENTIONAL XXX CONVENTIONAL LIFT HOLDING TANK
MOUND SEPTIC TANK SIZE 1255 gallons LIFT TANK SIZE DOSE TANK SIZE
HOLDING TANK SIZE LOAD RATE .7 ABSORPTION AREA 890 # of chambers 44
BENCHMARK V.R.P. Top of 2" pipe ASSUME ELEVATION 100' Filter Lifetime Filter
❑ BOREHOLE O WELL *H.R.P. same as benchmark
Vent
-A11 piping shall be ASTM SDR 30/34, within >6„ Quick4 Standard
10' of tank, piping shall be ASTM F891 Leaching Chamber
of Cover with 20.0 ft2 of Area
12„ 5.5ft^2/pair Of end caps
Scale = 1/4" = 10'
4' Long
Grade at System Elevation
34"
0
t""' Ouse
edroom
Pr perty Line
10'
20'
B.M.*
-3
C-1
1~
B-2
.a
2-3' X 90' Vent
Cells with >3' B-1
spacing
7% Slope
100' 100'
3'
113'
95' 40 ' 33' 11'
Cover Page
Shaun Bird
Bird Plumbing Inc.
1432 120th St.
New Richmond Wi 54017
715-246-4516
Date: 2/7/17
Owner:DCCI Land Planners
Location: NW1/4 NW1/4 S17 T28 N,R19W 378 Meadow Valley Trail Troy
Manuals Used: In-ground absorbtion system (version 2.0)
Page#
1. Cover Page
2. Plot Plan
3. Chamber Cross S ction
4-6. Maintanance a ontingency Plan
7.Filter Cross Sect
Signature-
License nu b #226900
System PLOT PLAN
PROJECT DCCI Investments LLC ADDRESS P.O. Box 445 New Richmond Wi 54017
NW 1/4 NW 1/4S 17 /T 28 N/R 19 w TOWN Troy COUNTY ST. CROIX
SYSTEM ELEVATION 97.0/96.5' 5' below grade 2/7/17 BEDROOM 4
DATE
CONVENTIONAL XXX CONVENTIONAL LIFT HOLDING TANK
MOUND SEPTIC TANK SIZE 1255 gallons LIFT TANK SIZE DOSE TANK SIZE
HOLDING TANK SIZE LOAD RATE .7 ABSORPTION AREA 890 # of chambers 44
BENCHMARK V.R.P. Top of 2" pipe ASSUME ELEVATION 100' Filter Lifetime Filter
❑ BOREHOLE O WELL -H.R.P. same as benchmark
Vent
-A11 piping shall be ASTM SDR 30/34, within
10' of tank, shall be ASTM F891 >6" Quick4 Standard
piping Leaching Chamber
?4' er with 20.0 ft2 of Area
Scale = 1/4" = 10' 12 „ 5.6ft^2/pair of end caps
ong
Grade at System Elevation
34
Pro 4
Bedroom
House
10' Property Line
ST
20'
B.M.*
B-3
102'
B-2
2-3' X 90' Vent
Cells with >3' B-1
spacing
7% Slope
100' 100'
3'
113'
95' 46' 33' 11'
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 102.0'
VG rade Vent
,Ient
4"
~~30/34 Septic Tank `J
5' 5' L
ong 1
36" Grade at System Elevation Grade at System Elevation
Spacing 5'
2-3' X 90' Cells
Same on other end Observation tube/Vent
At end of cell
A
B
22 chambers per cell
System elevations:
A-97.0'
B-96.5
ST. CUm couMy
SKYaCTANKMAMMANCRAmumm
AND
OW=ds . .
New '4oi
v ~Imd
CIF
we iv Dad
SOW bows
in" MAMMA= A14D ON= UMnrAZM
er "O at rnS r A w rvuleac.
Ywe ~ a~+pt ilte.ae~a ~e yews Rxr if' ir~r s ~ pv~ar. '4P~att ~►apc peat~ri
a~ o~ ~ awe ~mico* ~ ia~o die dta~ e~tieaa, t?wfigKialta~nteor~cw
see e9~ ICOMML UJ2(t) Odin 12 -RL t xCasty a'y Osftmo.
pvm to Ito 9 t t ip r ~iaplrtoeeeft s tsactit7Cie # b3f6~c
rl lira jcw=wAm a* *ov* dPapar mity* ~t fir) a
s~Ytez'~~ryo0aati~►14 pae >a~tpao{ftaa~zwrarYvt~lk
~o Seo~ 113 a~'dc~dda.
. aoro a ' ~u. f3~a ~y+tamce as the
r set u xet bar dWDVWtrnfteroi D c of kvwvj + 96ft Wirom".jr.
oadmodmShtfts gist Ymsoy* bm beats = l Mobs a mVIaled aed nWamd * do OL + .fir P U=44
~~,~a►a~,~.~,e tam,
~ ~ aft aar +e to ~ a~f ~mpr~awr k~wriady. rl~a ~ awr~arW ai~a
~ itzr#~aat a a,~e~ t .6 a a~~ :aac Baja a OMOV& C
~ bc~i~xrwr~r
WMATURE OF AF's' )
a"Axw *a k UWVMomod UWY VMU ig *9 sm*Y Pow* rp WD d by to P d~ yaw
til oft spp s momW ov two dot d tkaa fa of Doe& Oft* sxd a att4ta oe #
refimm 3e mt& in
POWTS OWNER'S MANUAL $ MANAGEMENT PLAN Page of
FILE INFORMATION
SYSTEM SPECIFICATIONS
Owner ^r I
Permit # -L_ Septic Tank Capacity
( p NA
al
Septic Tank Manufacturer N
A
DESIGN PARAMETERS Effluent Filter Manufacturer
Number of Bedrooms ❑ NA
❑ NA Effluent Filter Model ❑ NA
Number of Public Facility Units
~NA "Pump Tank Capacity
j Estimated flaw (average) al NA
aVda Pump Tank Manufacturer NA
i Design flow (peak), (Estimated x 1.5)
ayda Pump Manufacturer NA
Soil Application Rate
al/da Iftz Pump Model
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 m /L
g ❑ NA ❑ Mechanical Aeration ❑ Wetland
Total Suspended Solids (TSS) <_150 mg/L ❑ Disinfection ❑ Other.
Pretreated Effluent Quality Monthly average Dispersal Cell(s)
Biochemical Oxygen Demand (BODs) 530 m L ❑ NA
~ In-Ground (gravity) ❑ In-Ground (pressurized)
Total Suspended Solids (TSS) 530 mg/L NA ❑ At-Grade
Fecal Coliform (geometric mean) 5104 cfu/1 OOMI Ell Mound
LOODrip-Line ❑ Other:
(Maximum Effluent Particle Size in dia, p NA ❑ NA
❑ NA ❑ NA
*Values typical for domestic wastewater and septic tank effluent .
❑ NA
IAINTENANCE SCHEDULE
Service Event
Service Frequency
(Inspect condition of tank(s) At least once every: month(s)
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)
(Ma
ximum 3 years) ❑ NA
;~year(s)
131ean effluent filter At least once every: r(s❑ NA
Inspect pump, pump controls & alarm At least once every: ❑ month(s)
❑ year(s) ❑ NA
f=lush laterals and pressure test At least once every: ❑ month(s)
ether. El year(s) ❑ NA
At least once every: ❑ month(s)
ether: ❑ year(s) DNA
❑ NA
MAINTENANCE INSTRUCTIONS
!Inspections of tanks and dispersal cells shall be made by an individual carrying one of the following licenses or certifications: Master
!Plumber; 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
combined sludge and scum and to check for any back up or ponding of effluent on the ground surface. The dispersal cell(s) shaft 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.
I+llthen the combined accumulation of sludge and scum in any tank equals one-third (X) or more of the tank volume, the entire contents of
I:he tank shall be removed by a Septage Servicing Operator and disposed of in accordance with chapter NR 113, Wisconsin
Administrative Code.
1411 other services, including but not limited to the servicing of effluent filters, mechanical or pressurized components, pretreatment units,
land any servicing at intervals of <12 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
For new construction, prior to use of the POWTS check treatment tank(s) for the presence of painting products or other chennicals t *t
may impede the treatment process and/or damage the dispersal cell(s). If high concentrations are detected have the contents of thf:
tank(s) removed by a septage servicing operator prior to use.
System start up shall not occw when soil conditions are from at the infiltrative surface.
During power outages pump tanks may fill above normal highwater levels. When power is restored the excess wastewater will bia
discharged to the dispersal cep(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 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..
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 fife 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
When the POWTS fails and/or is permanently taken out of service the following steps shall be tar ec ; -*ute lbat tht system is proper iy
and safety abandoned in compliance with chapter Comm 83.33, Wisconsin Administrative Code.
• All piping to tanks and pits shall be disconnected and the abandoned pipe openings &eaid .
• The contents of all tanks and pits shall be removed and properly 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 fined with soil,
gravel or another inert solid material.
CONTINGENCY PLAN
If the POWTS fails and cannot be repaired the following measures have been, or must be taken, to provide a code compliant
replacement system:
A suitable replacement area has been evaluated and may be utilized for the location of a replacement soil absorption systelnm.
The replacement area should be protected from disturbance and compaction and should not be infringed upon by requitled
setbacks from existing and proposed structure, lot lines and wells. Failure to protect the replacement area will result in the noed
for a new soil and site evaluation to establish a suitable replacement area. Repkwinernt systems must comply with the rul" in
effect at that time.
E3 A suitable replacement area is not available due to setback and/or soil limitations. Baring advances in POWTS technology a
holding tank may be installed as a last resort to replace the failed POW'f S.
❑ The site has not been evaluated to identify a suitable replacement area. Upon failure of the POWTS a soil and site evaluatoon
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 sog 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 ANDlOR INSUFFICIENT OXYGEN. DO NOT
ENTER A SEPTIC, PUMP OR OTHER TREATMENT TANIf 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
E Name v ct t t % l
Phone Phone
SEPTAGE SERVICING OPERATOR P PER LOCAL REGIJ Y AUTHORITY
Name , - r! 1 Name
n,c'
Phone _ 7 I j
Phone
This document was dratted in compliance with chapter SPS 383.22(2)(b)(1)(d)&(f) and 383.54(1), (2) & (3), Wls~ Administrative Code.
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1
c ~~P 1V ~yand SOIL EVAtUATtOltt REPORT #1742
in accordance with Comm 85, Wis. Adm. Code Page 1_of 3
$ Professional $ ra cjs t4 ~
t Schmitt Soil Testing, Inc.
County
Attach complete site plan on p tt f0fimh~a k ty~ I inches in size. Plan must St. Croix
include, but not limited to: A6 c~ rence point (BM), direction and -
percent slope, scale orOd~r~1ti 1 rtt arrow, and location and distance to nearest road. Parcel LD.
Z(o G 3 G
Please print all information. tizd Dat
Personal information you provide may be used for secondary purposes (Privacy Law, s. 15.04 (1) (m)). G7 Z /
Property Owner Property Location /
DCCI Land Planners Govt. Lot NW1/4, NW1/4, S17, T28N, R19W
Property Owner's Mailing Address Lot # Block # Subd. Name or CSM#
1505 Hwy 65 P.O. Box 445 3 Meadow Valley Of Troy
City State Zip Code Phone Number City Village ; Town Nearest Road
New Richmond WI 54017 Troy East Cove Rd
New Construction Use Residential / Number of bedrooms _ 4 Code derived design flow rate 600 GPD
Replacement Public or commercial - Describe:
Parent material Outwash Sand 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 (Step Trenches) 97.0' &
and recommendations: 957. Slope is 7%. Q n /i _ >VA,~, .33 M44/- A*M Z&,W
F--1 1 Boring # ~-,Boring
[_J Pit Ground surface elev. 100.34 ft. Depth to limiting factor _110+ in. Soil Application Rate
Horizon Depth Dominant Color Redox Description Texture Structure Consisten Boundary Roots GPD/ft2
in. Munsell Qu. Sz. Cont. Color Gr. Sz. Sh. *Eff#1 Tff#2
1 0-11 10yr3/3 none sl 2mgr mvfr cs 2vf 0.6 1.0
2 11-23 7.5yr4/6 none SO 2msbk mfr gw 1Vf 0.4 0.6
3 23-42 10yr4/4 none sl 2msbk mvfr cs 1Vf 0.6 1.0
4 42-110 10yr6/4 none s Osg ml 0.7 1.6
2 ] Boring # Boring
F
j Pit Ground surface elev. _ 99.24 ft. Depth to limiting factor 110+ 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 0-20 10yr3/2 none sl 2mgr mvfr cs 2vf 0.6 1.0
2 20-28 10yr4/3 none sil 2fsbk mfr gw 1Vf 0.6 0.8
3 28-43 7.5yr4/6 none grsl 2msbk mfr gw 1Vf 0.6 1.0
4 43-56 7.5yr5/6 none Is icsbk mvfr cs 0.7 1.6
5 56-110 10yr6/4 none s Osg ml 0.7 1.6
Effluent #1 = BOD? 30 < 220 mg/L and TSS >30 < 150 mg/L * Effluent #2 = BODS < 30 mg/L and TSS < 30 mg/L
CST Name (Please Print) Signature: CST Number
Thomas J. Schmitt
227428
Address Schmitt Soil Testing, Inc. Date Evaluation Conducted Telephone Number
1595 72nd Street New Richmond, WI 54017 5/5/2014 715-760-1978
SBD-8330 (R.07/00)
Property Owner DCCI Land Planners _ Parcel ID # Page 2 of 3_
Boring
Boring # r, pit Ground surface elev. 101.94 ft. Depth to limiting factor _ 108± in. Soil Application Rate
Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots GPDlft2
in. Munsell Qu. Sz. Cont. Color Gr. Sz. Sh. *Eff#t *Eff#2
1 0-12 10yr3/2 none sl 2mgr mvfr as 1Vf 0.6 1.0
2 12-20 10yr3/3 none sl 2mcsbk mvfr gw 1Vf 0.4 0.7
3 20-32 10yr4/6 none sicl 2msbk mfr gw 1Vf 0.4 0.6
4 32-42 10yr4/4 none sl 2fsbk mfr gw 1Vf 0.6 1.0
5 42-48 10yr4/4 1 r6 2 c2d yr6/2 6 sl 2fsbk mfr gw 1Vf 0.6 1.0
6 48-108 10yr6/4 none s Osg ml 0.7 1.6
/ r Horizon 5 m is the soil color pattern exemption as stated in 385.30(3)(a)f ule
v / "1 "(1
U Li
Boring
Boring # F pit Ground surface elev. ft. Depth to limiting factor in. Soil Application Rate
Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots GPD1ft2
in. Munsell Qu. Sz. Cont. Color Gr. Sz. Sh. *Eff#1 *Eff#z
Boring
F 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#1 *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.
Schmitt Sal Testing, Inc.
SBD-8330 (R.07/00)
Page 3 of 3
Conducted by: Conducted For:
Schmitt Soil Testing, Inc. Name: DCCI Land Planners
Thomas J. Schmitt, CST 227429 Address: 1505 Hwy 65
1595 72nd St. City, State, Zip: New Richmond, WI 54017
New Richmond, WI 54017 -
Phone.:-'- - 0-1978 / Subdivision: Meadow Valley Of Troy
Signature i~ Lot No.: 3
Date S^s- Legal Description: NW1/4 NW1/4 S17 T28N R19W
S Backhoe Pit Township. County: Troy Township, St. Croix County At Bench Mark 1 El. 100.00' Top of 2' PVC pipe.
Bench Mark 2 El. 103.87' Top of 2' PVC pipe. - -
Slope= 7%
Scale 1"= 40'
Lo +
C o OF- -
~Q 41C -
2
0/ W -
PlI ONY" Q 2AJ& CASE &N T - - -
757/ 33 - -
&k7/-,o7-
0 IV7'RU Z Pf -e.2
Ems. &9 -.~Z v& -3~`