HomeMy WebLinkAbout040-1326-20-000
Wisconsin Department of Commerce PRIVATE SEWAGE SYSTEM County: St. Croix
Safety and Building Division
INSPECTION REPORT Sanitary Permit No:
(ATTACH TO PERMIT) 592197
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:
DCCI Investments TOWN OF TROY 040-1326-20-000
CST BM Elev: Insp. BM Elev: BM Description: Section/Town/Range/Map No:
47160179 6,3 c6 T 17.28.19.2212
TANK INFORMATION ELEVATION DATA
TYPE MANUFACTURER CAPACITY STATION BS HI FS ELEV.
I
c
Septic L,_-04P S,,y d: d1 31 3t / a ~ Benchmark 7Q
0
Dosing alvlo-6 Alt. BM d ,'17 141. 33
Aeration f V' l Bldg. Sewer
;t7
Holding St/Ht Inlet q5 97 '7
UHt Outlet
TANK SETBACK INFORMATION S y `I G • g
TANK TO P/L WELL BLDG. Vent to 7 Intake ROAD Dt Inlet
Septic low f T- Dt Bottom
Dosing Header/Man. q C
v 7 9,r. Z
Aeration Dist. Pipe g SZ 9 3• Z
Hol Bot. System 91 ?
3 q,(, Z q64ke1
Final Grade 01 ~7 ~S
PUMP/SIPHON INFORMATION
Manufacturer DePm~nand St Cover L t f 161+ 3
Model Number
TDH Lift Friction Loss Syste Ft
Forcemain Length Dia. Dist. to Well
SOIL ABSORPTION SYSTEM
BED/TRENCH Width Length No. Of Trenches PIT DIMENSIONS No. Of Pits Inside Dia. ___~Liquid Depth
DIMENSIONS -2, 1 /040 -Z I 764A-CLA
SETBACK SYSTEM TO P/L BLDG WEL LAKE/STREAM LEACHING Manufact rer:
INFORMATION CHAMBER OR ~'~1 vJ
Type Of System: r ~~I fj b+- UNIT Model Number:
DISTRIBUTION SYSTEM
Header/Manifold Distribution x Hole Size Ix Hole Spacing Vent to`I~take I
Pipe(s) / a iT r/a IL1
Length J-L_ Length Dial- Spacing`
SOIL COVER x Pressure Systems Only xx Mound Or At-Grade Systems Only O a044^ a,A C111S
Depth Over I Depth Over 70 Depth of xx Seeded/Sodded xx Mulched
Bed/Trench Center / 03 Bed/Trench Edges psoil Yes ❑ No es E] No
COMMENTS: (Include code discrepencies, persons present, etc.) Inspection #1: Inspection #2:
Location: 381 MEADOW VALLEY TRL
1.) Alt BM Description C6 af, C y OWE
2.) Bldg sewer length =
- amount of cover = 9j
Plan revision Required? ❑ Yes to Z7 Ll
Use other side for additional information.
Date Insepcto Signatur Cert. No.
SBD-6710 (R.3197)
" yr Z County
_Fa Safety and Buildings Division St. Croix
Et 201 W. Washington Ave., P.O. BOX 7162 Sanitary Permit Number (to be filled in by Co.)
BPS Madison, Wl 5.307-7162
59z1~7
d0. " :._"'T k
ber
)11t"i~ii°' State Transac;yk
nitary Permit ApF
a
In accordance with SPS 383.21(2), Wis. Adm. Code, submission of this form to the appropriate governmental unit
is required prior to obtaining a sanitary permit. Note: Application forms for state-owned POWTS are submitted melt Address (if different than mailing address)
the Department of Safety and Professional Servies. Personal information you provide may be d for second
purposes in accordance with the Privacy Law, s. 15.04(1)(m), Stats. XXX Meadow Valley trial
1. Application Information - Please Print All Information
Property Owner's Name Parcel #
DCCI Investments / Michael R Stevens 040-1326-20-00
Property Owner's Mailing Address Property Location -7,
PO Box 445 Govt. Lot20
City, State Zip Code Phone Number NUI y,, Alkv y,, Section
New Richmond WI 54017 715-246-2320 T Zg N:R /9eonw
It. Type of Building (check all that apply) Lo
41 or 2 Family Dwelling -Number of Bedrooms 4 20 Subdivision Name
40 Block Meadow Valley of Troy
61C
❑ Public/Commercial - Describe Use
❑ Ciry of
CSM Number ❑ Village of
❑ State Owned -Describe Use
L e:; ` Town ofTroy
, ~k
III. Type of Permit: (Check only o box on line A. Complete line`BJif applicable)
A.
]Mew System ❑ Replacement System ❑ Treatment/Holding Tank Replacement Only ❑ Other Modification to Existing System (explain)
List Previous Permit Number and Date Issued
B. ❑ Permit Renewal ❑ Permit Revision ❑ Change of Plumber ❑ Permit "transfer to New
Before Expiration Owner
IV. Type of POWTS System/Component/Device: (Check all that a I
Non-Pressurized In-Ground [I Pressurized In-Ground El At-Grade ❑ Mound > 24 in. of suitable soil ❑ Mound < 24 in. of suitable soil
El Holding Tank t ter ispersal Component (explai) El Pretreatment Device (explain) I I
V. Dis ersaVI7rcat ent a Information:
Design Flow, (gpd) Vesign Sot plication Rate( dsf) Dispersal Area Required (s Dispersal Area Propose (sf) System Elevation
600 .6 1000 1000 94 / 93
VL Tank Info Capacity in Total # of Manufacturer
Gallons Gallons Units o °
New Tanks Existing Tanks ti
w/Polylock 5 ~ o
o.
Septic or Holding Tank 1250 1250 1 WW i e s e r xx
Dosing Chamber
VII. Responsibility Statement- I, the undersigned, assume responsibility for installation of the POWTS shown on the attached plans.
Plumber's Name (Print) Plumber's Signatu e MP/MPRS Number Business Phone Number
Timothy J DeYoung 664713 715-246-2660
Plumber's Address (Street, City, State, Zip Code)
321 Wisconsin Drive New Richmond WI 54017
VI . County/De artment Use Only
pproved ❑ Di Permit Fee~j Date sued Issuing nt Signature
en Reason for Denial $ ✓ + 1 7- I
IX. Condi Reasons for Disapproval ACAAJ
1. Sept! tank, efflutm 111te* ind 3 L .
os. per 5i cell must all be snlyic.?s / rnG brit ±t . Q .t A
as'per nwagement plan pro tided by plumber. how►t.0, -
2 -At sfc raaWrerlenrs mtr3t.t a rsauttr it ed It l' ~ry~ .
as per applicable cods: / ,zrd;lsara eg.
Attach to complete plans for the system and sub it to th unty only on paper not ess than 1/2 x 11 inchize
SBD-6398 (R. 11/11) 0
SYSTEM ELEVATION UPPER TRENCH 94
DRAINAGE EASMENT _
TRENCH 93__-------`------------ -
LOWER
- - -
-'`TWO 100 FT TRENCHES OF EZ FLOWS
SCALE 1" = 40FT
sty - - o 7 _
,
r
- _.w
-
BENCH MARK ONE
ELEVTION-106 00 -
TOP -
TOP C~>STEEL-
POST BENCH MA _TW,0-a--EVATION 102.18 TOP OF EEt-I-RE
WIESER 125 SEPTIC TANK -
POLYLO FIL
0
PROP SE W4L
mss' (~J
PROPSED HOME
0
CONVENTIONAL COMPONENT DESIGN
Residential Application
INDEX AND TITLE PAGE
Project Name: DCCI Investments / Michael R Stevens
Owner's Name: PO Box 445, New Richmond W1 54017
Owner's Address: XXX Meadow Valley Trail
Hudson WI
Legal Description: NW 1/4, NW 1/4, Sec 17, T28N R19W
I
I
Township. Troy
County: St Croix
I
Subdivision Name: Meadow Valley of Troy
Lot Number: 420
Parcel ID Number: 040-1326-20-000
Page 1 Index and title
Page 2 Plot Plan
Page 3 System Sizing & Cross-Section
Page 4 Filter Specs
Page 5 Maintenance Information
Page 6 Management Plan
Page 7 St. Croix Cty Septic Tank Maintenance Form
Page 8 Warranty Deed
Page 9 CSM or Plat
Attachments: Soil Test & House Plans
Designer/Plumber: Tim DeYoung License Number: 664713
Date: 12/01/2016 Phone Number (715) 246-2660
Signature
ILI& "
I
Designed pursuant to the In-Ground Soil sorption Component Manual for POWTS Version 2.0 S13D-10705-P (N.01/01).
j Page 1
SYSTEM ELEVATION UPPER TRENCH 94
DRAINAGE EASMENT
LOWER TRENCH 93---------
--'-TWO 100 FT TRENCHES OF EZ FLOWS N
SCALE 1" = 40FT
-
------------------SLOPE 16%
.
T o . ~a _t
- - - - -
BENCH MARK ONE
ELEVTIQN-10t 00
TOP C STEEL-
POST - ,-'-BENCH MARKTWO-f-L-EVATION 102.18 TOP OF EE-L PI-RE--~
WIESER 1250 SEPTIC TANK - -
POLYLOCK 525 FIL
0
PROP SED WELL
0
PROPSED HOME
0
: . . . . . . . . . . . . . .
:
SOIL ABSORPTION SYSTEM DETAIL / GRAVELLESS LEACHING UNIT Page_of_
Project Name:
i No. of Cells Per Cell
.J ft Cell Width Total No of
J^7 ft Cell Length( sq ft EISA Per Cell
ft Cell Spacing sq ft Total EISA
Manufacturer Model Laying Length EISA Rating
Infiltrator EZ1203H-5ft 5.0' 25.0
EZ1203H-10ft 10.0' 50.0
Gravelless Leaching Unit Manufacturer:
Gravelless Leaching Unit Model:
Typical Cross Section
Finished Grade /I- ft
Observation Pipe with
C approved cap or vent
0~
■
6 t ■
■
l~ Soil Backfill
fI/ in ■
Geotextile Fabric
ft Infiltrative Surface
12 in CO t
7i`' ft Limiting Factor
i
I in Slotted and Anchored Vent!
'_T- Observation Pipe with Cap
■....e.....eee.....■.eee:..■........•....■■
Plumber/Designer Signature:
License Date:
x~qX
3
IItG
PIDLYAk
Innovations Zabel, PL-525 Effluent Filter
& Wastewater Pradacts A Division of Polylok Inc.
The PL-525 Filter is rated for 10,000 GPD (gallons per day) making it one of the largest filters in its class. It has
525 linear feet of 1/16" filtration slots. Like the Polylok PL-122, the Polylok PL-525 has an automatic shut-off ball
installed with every filter. When the filter is removed for cleaning, the ball will float up and temporarily shut off
the system so the effluent wont leave the tank. I
Features: 1,/16`• Filtration Slots.
Rated for 10,000 GPD (gallons er da Alarm Switch
p y)r (optional)
• 525 linear feet of 1/16" filtration.
Accepts 1" PVC
• Accepts 4" and 6" SCHD 40 pipe- Extension Handle
• Built in gas deflector.
• Automatic shut-off ball when filter is removed.
• Alarm accessibility. Rated for
IO,000 GPD
• Accepts PVC extension handle.
PL-525 Installation
Ideal for residential and commercial waste flows up to 525 Linear Ft.
10,000 gallons per day (GPD). Fi1/16"
- Fltration Slots
1. Locate the outlet of the septic tank
2. Remove the tank cover and pump tank if necessary. I`
„ ~ Accepts 4" & 6' -
3. Glue the filter housing to the 4' or 6 outlet pipe. If scxD 40 pipe
the filter is not centered under the access opening use a
Polylok Extend & Lok or piece of pipe to center filter.
4. Insert the PL-525 filter into its housing. f
5. Replace and secure the septic tank cover. Certified to
p NSFfANSI Standard 46
PL-525 Maintenance:!
The PL-525 Effluent Filters will operate efficiently for
several years under normal conditions before requiring f
cleaning. It is recommended that the filter be cleaned
every time the tank is pumped, or at least every three
years. If the installed filter contains an optional alarm,
the owner vdU be notified by an alarm when the filter
needs servicing. Servicing should be done by a certified ~ Gas Deflector
septic tank pumper or installer. Automatic
1. Locate the outlet of the septic tank Shut-off Ball
2- Remove tank cover and pump tank if necessary.
E
3. Do not use plumbing when filter is removed.
4. Pull PL-525 cartridge out of the housing.
5. Hose off filter over the septic tank. Make sure all
solids fall back into septic tank.
6. Insert the filter cartridge back into the housing making
i
properly aligned and completely insetted. I Outdoor SmaitFilter'Z Alarm Extend & LokTw
sure the filter is Polylok, Zabel & Best filters accept Easily installs
7. Replace and secure septic tank cover. = the SmartFilterT switch and alarm into existing tanks.
Polylok, Inc. 3 Fairfield Blvd. Wallingford, Cr 06492 Toll Free: 877.765.9565 Fax: 203.284.8514 www.polylok.com
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POWTS OWNER'S MANUAL & MANAGEMENT PLAN Page I of
FILE INFORMATION SYSTEM SPECIFICATIONS
Owner Septic Tank Capacity gal ❑ NA
Permit # Septic Tank Manufacturer ❑ NA
~'t !J y
DESIGN PARAMETERS Effluent Filter Manufacturer ❑ NA
Number of Bedrooms 41 ❑ NA Effluent Filter Model ❑ NA
Number of Public Facility Units~/,~~ .4 NA Pump Tank Capacity gal r;$1NA
Estimated flow (average) PA gal/day Pump Tank Manufacturer IrNA
Design flow (peak), (Estimated x 1.5) gal/day Pump Manufacturer AY NA
Soil Application Rate gal/day/ftz Pump Model 21 NA
Standard influent/Effluent Quality Monthly average* Pretreatment Unit Z NA
Fats, Oil & Grease (FOG) 530 mg/L ❑ Sand/Gravel Filter ❑ Peat Filter
Biochemical Oxygen Demand (BODS) 5220 mg/L ❑ NA ❑ Mechanical Aeration ❑ Wetland
Total Suspended Solids (TSS) 51 50 mg/L ❑ Disinfection ❑ Other:
Pretreated Effluent Quality Monthly average Dispersal Cell(s) ❑ NA
Biochemical Oxygen Demand (BODS) :530 mg/L Wri-Ground (gravity) ❑ In-Ground (pressurized)
Total Suspended Solids (TSS) 530 mg/L ❑ NA ❑ At-Grade ❑ Mound
Fecal Coliform (geometric mean) 5104 cfu/100m1 ❑ Drip-Line ❑ Other:
Maximum Effluent Particle Size %e in dia. ❑ NA Other: ❑ NA
Other: ❑ NA Other: ❑ NA
*Values typical for domestic wastewater and septic tank effluent. Other: ❑ NA
MAINTENANCE SCHEDULE
Service Event Service Frequency
Inspect condition of tank(s) At least once every: 7-1 month(s) (Maximum 3 years) ❑ NA
year(s)
Pump out contents of tank(s) When combined sludge and scum equals one-third of tank volume ❑ NA
Inspect dispersal cell(s) At least once eve ❑ month(s) ) ❑ NA
every: .Q,,year(sl (Maximum 3 years
Clean effluent filter At least once every: ❑ month(s) ❑ NA
/ ~ ! K year(s)
Inspect pump, pump controls & alarm At least once every: ❑ month(s) + NA
❑year(s)
Flush laterals and pressure test At least once every: ❑ month(s) ®NA
❑ year(s)
Other: ❑ month(s)
At least once every: 13 year(s) l~ NA
Other:
-ANA
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) 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 the 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, and 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 -7, of 2
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 chemicals
that may impede the treatment process and/or damage the dispersal cell(s). If high concentrations are detected have the contents
of the 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.
During power outages pump tanks may fill above normal highwater levels. When power is restored the excess wastewater will be
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 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 life of the
POWTS: 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 taken to insure that the system is
properly and safely 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 sealed.
• 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 filled 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
system. The replacement area should be protected from disturbance and compaction and should not be infringed upon by
required 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 rules in effect at that time.
❑ A suitable replacement area is not available due to setback and/or soil limitations. Barring advances in POWTS
technology a holding tank may be installed as a last resort to replace the failed POWTS.
T
aluati a o dingank
be 1TE~ CDR- IkI,~ 6i r 5T-90C-n 0 r'j
❑ 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 ANWOR INSUFFICIENT OXYGEN. DO NOT
ENTER A SEPTIC, PUMP OR OTHER TREATMENT TANK UNDER ANY CIRCUMSTANCES. DEATH MAY RESULT. RESCUE OF A
PERSON FROM THE INTERIOR OF A TANK MAY BE DIFFICULT OR IMPOSSIBLE.
ADDITIONAL COMMENTS
POWTS INSTALLERS~ POWTS MAINTAINER
Names / /Lral, r Name~,fr~'/<' i
Phone _ a ~`'~L j Phone ('1 ._ll
SEPTAGE SERVICING OPERATOR (PUMPER) LOCAL REGULATORY AUTHORITY
~r Name
Name s_T_ C U I.~ 20llf 1 ~
Phone X27 l Phone -71f_-
his p- EO
Tdocument was drafted in compliance with chapter Comm 83.22(2)(b)(1)(d)&(f) and 83.54(1), (2) & (3), Wisconsin Administrative Code.
ST. CROIX COUNTY
SEPTIC TANK MAINTENANCE AGREEMENT
AND
OWNERSHIP CERTIFICATION FORM
Owner/Bu er c-Cr ~
Mailing Address C; X. LC-+-l
4-3 Property Address J+4~ a L l Z 1'Z?~ 1
(Verification re quired from Planning & Zoning Department for n& construction.)
City/State Al e~ 1_1 Parcel Identification Number
LEGAL DESCRIPTION
Property Location D1'w '/4 , `/a , Sec. , T'7-6, N R W, Town of ~ n y
Subdivision `.LL Via'` 1Z-fie Lot #
"Z
Certified Survey Map # , Volume , Page #
Warrauty Deed # Volume , Page #
Spec hous es no Lot lines identifiable" yeso
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, 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 (l) the on-site
wastewater disposal system is in proper operating condition andlor (2) after inspection and pumping (if necessary), the septic tank- is
less than 113 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 Department 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 knowledge. Uwe am/are the owner(s) of the
property describedabove, by virtue of a w arty deed recorded in Register of Deeds Office.
f~
Number o dra m
SIGNATURE OF APP C 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)
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EIVE 901L EVAN RT #1759
S P S Safety and in accordance with Comm , Code Page 1 of _ 3
Professional S~r~es 17. 0 4 Schmitt Soil Testing, Inc.
' . ; Attach complete site plan o hlW 11 inches in size. Plan must County St. Croix
include, but not limited to: vert I p L~®paMEN ~ioint (BM), direction and - -
percent slope, scale or di h arrow, and location and distance to nearest road. Parcel I.D. D
Please print all information.
a
R iewe D t
Personal information you provide may be used for secondary purposes (Privacy Law, s. 15.04 (1) (m)). (,D ! 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 20 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:I !Residential /Number of bedrooms 4 Code derived design flow rate 600 _ GPD
i Replacement 1_I 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) 923 &
and recommendations: 90.5'. Slope is 16%.
❑ Boring # ! i Boring
Pit Ground surface elev. 90.73 ft. Depth to limiting factor 115+ 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 0-10 10yr3/3 none sl 2fsbk mvfr gw lvf 0.6 1.0
2 10-25 10yr3/1 none sl 2msbk mvfr gw lvf 0.6 1.0
3 25-33 7.5yr4/4 none sl 2fsbk mfr gw ivf 0.6 1.0
4 33-47 7.5yr4/6 none grls lcsbk mvfr gw 1vf 0.7 1.6
5 47-66 10yr5/6 none grcos Osg ml as 0.7 1.6
6 66-115 10yr6/4 none s Osg ml 0.7 1.6
-T iqi4
Boring # Boring
Pit Ground surface elev. 91.48 ft. Depth to limiting factor 112+ in. Soil Application Rate
Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots GPD/ft'
in. Munsell Qu. Sz. Cont. Color Gr. Sz. Sh. *Eff#1 *Eff#2
1 0-13 10yr3/3 none sl 2mgr mvfr gw 2m,1vf 0.6 1.0
2 13-25 10yr3/1 none sil 2fsbk mfr cs lf,lvf 0.6 0.8
3 25-36 10yr4/3 none sil 2msbk mfr gw ivf 0.6 0.8
4 36-43 10yr4/4 none sicl 2fsbk mfr gw 0.4 0.6
5 43-63 7.5yr5/6 none Is Osg ml cs 0.7 1.6
6 63-78 10yr5/6 none Ifs lcsbk mvfr as 0.5 1.0
7 78-112 10yr6/4 none s Osg ml 0.7 1.6
* Effluent #1 = BOD5> 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 , 227429
Address Schmitt Soil Testing, Inc. Date Evaluation Conducted Telephone Number
1595 72nd Street New Richmond, WI 54017 5/6/2014 715-760-1978
S1313-8330 (R 07/00)
Property Owner DCCI Land Planners Parcel ID # Page 2 of 3
F3]Voring Boring # Pit Ground surface elev. 96_78 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 0-6 10yr3/3 none sl 2mgr mvfr Cs ivf 0.6 1.0
2 6-15 7.5yr4/4 none vgris Osg ml cw lvf 0.7 1.6
3 15-77 10yr6/4 none s Osg ml as 0.7 1.6
77,`i30 10yr5/6 none grcos Osg ml 0.7 1.6
- f
4] _i Boring
F Boring # pit Ground surface elev. 9331 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 0-8 10yr3/3 none sl 2fsbk mvfr gw lvf 0.6 1.0
2 8-18 10yr3/2 none sl 2msbk mvfr gw lvf 0.6 1.0
3 18-31 10yr3/4 none si 2msbk mfr gw lvf 0.6 1.0
4 31-42 10yr4/6 none sl 2msbk mvfr gw 1vf 0.6 1.0
5 42-69 10yr5/6 none Is Osg ml Cs 0.7 1.6
6 69-110 10yr6/4 none s Osg ml 0.7 1.6
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. •E1T#1 'Eff#2
" 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 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 j
New Richmond, WI 54017 -
Phone: 71_5-160-1978 Subdivision: Meadow Valley Of Troy
Signatur Lot No. 20
race Ste- G -,x/ Y Legal Description: NWI/4 NW1/4 S17 T28N R19W -
® Backhoe Pit Township, County: Troy Township, St. Croix County
,Bench Mark 1 El. 100.00' Top of 1" steel pipe. Line Pt between lots 19 & 20 (895.70') j
_ Bench Mark 2 El. 102.18' Top of 1" steel pipe. Line Pt between lots 20 & 21 (897.91') -
Slope= 16% _
Scale 1"= 40'
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