HomeMy WebLinkAbout028-1054-02-000 \ y \ -0 % �
» § j &
\ 0
7
0
m
\ \ �
. & �
\ �
G �
, 5
\ L6 E
± a
a \ z /
§ { \ t § �
} \ \
} § k
)
E E
5
% / to S
' \ '0 ) t # R
k k k \ 0 §
_ ( #
G ` E % £ §
\ m co U) E @
\ ~ \ / K \ K
'� 0 \ 7 2 2 2 7
§ \ 4 N N \
2 ] \
q \. 8 8 � ƒ
\ k k )
o
< q o s \ a
\ > \ # 7 / ®
. 0
\ C, \ \ / 2 M G ° 2 8 \
9 m§ C _= 2 = N 04
/ ® - : \ m r
\ \ \
. & G / \ > > 7 ° »
/ § § J \ 6 \ o k { } }) \
_ \ §
J $ a \ \ § CL
- _ . > " IL »
a CL _ < t , c
t
c k a. \ k k )
uacuasD3, VP I
I p \ \ a6o b'
.I
N
0)
494'
rn
N II I
J / / Q � f '
v / ✓ ' \ / , 8l
00 N/
cp
/ 510 : — i I �/ y / —O
cr) 000 / / : Q� I ��/ 4-
508 ' Zr / / //
/ r7I
O
00
loot -- —
It
—010—
ono (L
a
r•7
1,91.00N - \,
Wisconsin Department of Commerce PRIVATE SEWAGE SYSTEM County: St. Croix
Safety anVuilding Division
INSPECTION REPORT Sanitary Permit No: 420526 0
GENERAL INFORMATION (ATTACH TO PERMIT) State Plan ID No:
Personal information you provide may be used for secondary purposes [Privacy Law, s.15.04 (1)(m)]. ZO ZSv
Permit Holder's Name: City Village X Township Parcel Tax No:
Ellis, Jeff Rush River Township 028- 1054 -02 -000
CST BM Elev: Insp. BM Elev: BM Description: Section/Town/Range/Map No:
(�D •O 0(0 K7 Q& at g Z 13.28.17.352
TANK INFORMATION ELEVATION DATA
TYPE MANUFACTURER CAPACITY STATION dg BS HI FS ELEV.
Septic Benchmark r
1 ciao Am e: •" IcxDISo �jb •o
Dosing `t Alt. kw. A& 0� I' !4 ' zo r
Aeration Bldg. �•�� - 1 I c T�
Holding St/Ht Inlet
St/Ht Outlet
TANK SETBACK INFORMATION
TANK TO P/L WELL BLDG. Vent to Air Intake ROAD Dt Inlet
Septic ? t ` <0 Dt Bottom OZ p t • 8 t
2• `f
Dosing t� lc tt g� t Header /Man. 3.10 � r
Aeration _ Dist. Pipe � 3 O r
Holding Bot. System . (O �b • I
to
Final Grade
PUMP /SIPHON INFORMATION L- t ,,, ' t U I -U�:Q - - ed
Manufacturer Demand St Cover p i
rc`LC —Q d GPM 2'2� ! $'2�
Model Number 31.0
6 �' S• �fo
Li% • (Z Friction Loss System Head TDH Ft
gy p• •$Z 3 -3o .2
Forcemain Length t Dia. 2 t� Dist. to Well 6
S ABSORPTION SYSTEM ) s = .In
E Width Length t No. Of Fremehes PIT DIMENSIONS No. Of Pits Inside Dia. Liquid Depth
—15 IMENSIONS $' ! ' Q21 1 � S
SETBACK SYSTEM TO P/L / BLDG WELL LAKE /STREAM LEAC G A01arMffachirer.
INFORMATION CHAMBE
Type Of Syste Z2 D
f C � I `
1YnV � ) el Number.
DISTRIBUTION SYSTEM 1,�{o A9o. PAL
Header /Manifold Distribution ( !t x Hole Size tt x Hole Spacing u Vent to Air Intake
Pipes) �7 ,t,(. / tL �^
Length .Q Dia 2 Length Dia L Spacing t' �1 /(o 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 Edges Topsoil
Yes IN No Fai Yes [N No
COMMENTS (Include code discrepencies, persons present, etc.) Inspection #1: � O6 / Inspection #2: ' ----
5�� .A44'D
Location: 2012 37th Ave Baldwin, W I , 54002 (SW 1/4 NW 1/4 13 T28N R1 7W) Rus `h Wood Point Lot 2 Parcel No: 13.28.17.352
1.) Alt BM Description t`f
' e.
2.) Bldg sewer length n
- amount of cover = t+2,'(+ t+2,'(+ -A t - J CAD
Plan revision Required? N Yes X No
Use other side for additional information.
SBD -6710 (R.3/97)
Dat Insepctors Signature Cert. No.
r ` -�
Wisconsin Department of Commerce PRIVATE SEWAGE SYSTEM County: St. Croix
Safety and Building Division • •
INSPECTION REPORT Sanitary Permit No:
(ATTACH TO PERMIT) 420526 0
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 X Township Parcel Tax No:
Ellis, Jeff Rush River Township 028 - 1054 - 02-000
CST BM Elev: Insp. BM Elev: BM Description:
TANK INFORMATION ELEVATION DATA
TYPE MANUFACTURER CAPACITY STATION BS HI FS
� ELEV.
`� OD• 9lo,D
Septic Benchmark
Uvfl /,6 30
Dosing � I Alt. BM t
Aeration B1 6g. S6 ,h ,
Holding St/Ht Inlet • 2
,
TANK SETBACK IN ORMATION St/Ht Outlet
TANK TO P/L LL BLDG. Vent to Air Intake ROAD Dt Inlet
Septic t Dt Bottom
Dosing Header /Man.
Aeration Dist. Pipe 3 - f o
3 . `In 0(.1
Holding Bot. System /V
./b
Final Grade \0tN4
PUMP /SIPHON INFORMATION
Manufacturer Demand St Cover ' S(
Z.
GPM ZS Z -
Model Number
TDH Lift Friction Loss System Head T ) Ft
c
Forcemain Length � i Dia. Dist. to Well LC
SOIL ABSORPTION SYSTEM S, 0 S. ?.0 5 I o
BED /TRENCH Width Length No. Of Trenches DIMENSIONS N Inside Dia. Liquid Depth
DIMENSIONS
SETBACK SYSTEM TO P/L BLDG / IWELL LAKE /ST AM LEACHING Manufacturer:
INFORMATION CHAMBER OR
Type Of System: ZZ / OS f UNIT Model Number:
DISTRIBUTION SYSTEM L-4 f' i
Header /Manifold Distribution x Hole Size E pacing Vent to Air Intake
Pipe(s)
Length Dia Length Di Spacing
SOIL COVER x Press re Systems Only xx Mound Or At -Grade Systems Onl
Depth Over Depth over xx Depth of xx Seeded /Sodded xx Mulched
Bed/Trench Center Bed ench Edges Topsoil A, Yes ❑ No Fis Yes ] No
COMMENTS: (Include code dis pencies, persons present, etc.) Inspecti #1 IOs ection #2: �—a / —�
Location. 2012 37th Ave Bal in, WI 54002 (SW 1/4 NW 1/4 13 T28N R17W) RusPrWood PomtLot 2 It".'- Pa el No: 13.28.17.352
1.) Alt BM Description =
2.) Bldg sewer length
- amount of cover =
3.) Contour =
revis Plan
Use others de for additional inlformation. No — —
SBD -6710 (R.3/97) Date Insepctor's Signature Cert. No. L
i
Safety and Buildings Division County
Vv 201 W. Washington Ave., P.O. Box 7162
6consin Madison, WI 53707 - 7162 Site Address
De artment of Commerce 2o)2 3 }�
Sanitary Permit Application Sanitary Permit Number
In accord with Comm 83.21, Wis. Adm. Code, personal information you provide ❑ Check if Revision��
may be used for secondary ses Privacy Law, sl5. 1 _ to
I. Application Information - Please Print All Information State Plan I.D. Number 71(4 7Co
Property Owner's ame� �" , �v `o Parcel Number
Z �, c!i ,,�4 , - v [• ozg - IDS nz- ergo (. 352
rty Owner's Ma#Kg AddressSQL Property Location
City, State Zip Code P ne Number �O0 t Number Block Numbe r
S� t N N d_ G Subdivision Name CSM Number
Z �
� Z �st- wt� Po
II. of Building (check all that apply) ,� 4X4- ❑City
r 2 Family Dwelling - Number of Bedrooms G�r�/ ❑V Se
❑ Public /Commercial - Describe Use ownship
❑ State Owned MAI net 10 / e0 � X �'�' �-� 0-"- e 9S � / Nearest Roa
-t l = I .
M. Type of Permit: (Check only one box on line A (numbering scheme for internal use). Complete line B if applicable)
A. ew 2 ❑Replacement System 3 El Replacement of 6 11 Addition to For County use
stem I Tank Only stem
B. ❑Check if Sanitary Permit Previously Issued
Permit Number Date Issued
IV. of Permit: (Check all that appl umbering scheme is for internal use)
44 Non - Pressurized In- Ground 47 ❑ Sand Filter 50 ❑ Constructed Wetland
❑ Pressurized In- Ground 41 ❑Holding Tank 48 ❑ Single Pass 51 ❑ Drip Line
45 ❑ At -Grade 46 ❑ Aerobic Treatment Unit 49 ❑ Recirculating 30 ❑ Other
V. Dispe rsaUTreatment Area Information: D
Design Flow (gpd) Dispersal Area Dispersal Area Soil Application Percolation Rate System Elevation Final Grade
Required Proposed Rate(Gals./Days/ .Ft.) � h) Elevation 7116
. Tank Min Capacity in Total Number Manufacturer Prefab Site Steel Fiber Plastic
Gallons Gallons of Tanks / Concrete Constructed Glass
New Existing (�
Tanks Tanks
Septic or Holding Tank _9�
Dosing Chamber
VII. Responsibility Stat ent- I, the undersigrod, Asume responsib ty for installation of the POWTS shown on the attached plans.
Z Plum Name (Print) Plumber's �S RS N b Business Phone
l
Plumber's Addre7? , State, Zip /
r
VIII oust /De artment Use Onl
Approved ❑ Disapproved Sanitary Permit Fee (includes Groundwater Da Issued Is Signature Stamps)
Surcharge Fee)
❑ Owner Given Initial Adverse 2
2 ^)
Determination J �
IX. Conditions of Approval/Reasons for Disapproval
rl Attach � /f? dz+-►� d •>/o � �+J� -� �- c.�.�!A>w liter S� ��jl ��`�'�` ��ef� <0 /iS! /0 Z � !� r� �/
complete plans (to the only) for the em on paper less than 81/2 inches
S -63 (R 98 � /Ol � � 3�/� '
PLOT PL
PROJECT Jeff Ellis ADD s 8504 Jensen Ave S. Cottage Grove Mn 55016
SW 1/4 NW 1/4S 13 /T 28 N/R W TOW Rush River COUNTY ST. CROIX
MPRS Shaun Bird 226900 DATE 9/26/02 BEDROOM 3
CONVENTIONAL AT- CONVENTIONAL LIFT HOLDING TANK
MOUND XXX)C SEPTIC TANK SIZE 1000 gallons LIFT TANK SIZE DOSE TANK SIZE 630
HOLDING TANK SIZE LOAD RATE 1.0 ABSORPTION AREA 450 # of chambers none
BENCHMARK V.R.P. Top of steel fence post ASSUME ELEVATION 100' Filter Zabel A -100
❑ BOREHOLE O WELL *H. R. p. NE corner of property
SYSTEM ELEVATION 96.4'
Scale = 1 /4" = 10' o
Couldesac to Cty Rd Y o
m
r
m
Grading is to be done to divert run -off
away from system
- o Pro 3
Bedroom
fD House
r
m Tank is to be properly bedded
Huffcutt Comb Tank P Pe Y
and provided with lockdown
o covers with approved warning
labels
Q B.M.
c B -1 B -2
96'
95 Alt. B.M.
94'
93' B -3
150'
Well is to meet all 8%
setbacks found in Comm. Slope Area 15' Below System
83 j �f 3 ( is to remain
undisturbed
Property Line
r Safety and Buildings
10541 N RANCH ROAD
HAYWARD WI 54843
*isconsin TDD r .sta 264 -8777
www.commerce.state.wi.us/sb
www.wisconsin.gov
Department of Commerce
Scott McCallum, Governor
Philip Edw. Albert, Secretary
October 14, 2002
CUST ID No.226900 ATTN.• POWTS Inspector
SHAUN R BIRD ZONING OFFICE
BIRD PLUMBING, INC ST CROIX COUNTY SPIA
1008 192 ND AVE 1101 CARMICHAEL RD
NEW RICHMOND WI 54017 HUDSON WI 54016
CONDITIONAL APPROVAL
PLAN APPROVAL EXPIRES: 10/14/2004 Identification Numbers
Transaction ID No. 794761
SITE• Site ID No. 651519
Jeff Ellis Please refer to both identification numbers,
Cth Y above, in all correspondence with the agency.
Town of Rush River
St Croix County
SWIA, NWIA, S13, T28N, R17W
FOR:
Description: Mound 450 Gpd.
Object Type: POWT System Regulated Object ID No.: 874040
The submittal described above has been reviewed for conformance with applicable Wisconsin Administrative Codes
and Wisconsin Statutes. The submittal has been CONDITIONALLY APPROVED. The owner, as defined in
chapter 101.01(10), Wisconsin Statutes, is responsible for compliance with all code requirements.
The following conditions shall be met during construction or installation and prior to occupancy or use:
Correspondence Notes:
• This plan action is subject to designer notes / comments on the plan.
• This system is to be constructed and located in accordance with the enclosed approved plans and with
the "Mound Component Manual for Septic Tank Effluent for Private Onsite Wastewater Systems"
Version 2.0 SBD- 10691 -P (N.01101) and the "Pressure Distribution Component Manual for Private
Onsite Wastewater Treatment Systems" (Version 2.0) SBD- 10706 -P (N.01 /01).
• Comm 84.10, All materials used in this installation shall conform to the provisions of this chapter.
A copy of the approved plans, specifications and this letter shall be on -site during construction and open to 0
inspection by authorized representatives of the Department, which may include local inspectors. All permits 3R
required by the state or the local municipality shall be obtained prior to commencement of
construction/installation /operation.
In granting this approval the Division of Safety & Buildings reserves the right to require changes or additions
should conditions arise making them necessary for code compliance. As per state stats 101.12(2), nothing in this
review shall relieve the designer of the responsibility for designing a safe building, structure, or component.
Iti
r
SHAUN R BIRD Page 2 10/14/02
Inquiries concerning this correspondence may be made to me at the telephone number listed below, or at the address
on this letterhead.
The above left addressee shall provide a copy of this letter to the owner and any others who are responsible for the
installation, operation or maintenance of the POWTS.
Sincerely, Fee Required $ 175.00
_ Fee Received $ 175.00
Balance Due $ 0.00
Thomas E Devereaux /
Plumbing / POWTS Reviewer II, Integrated Services WISMART code: 7633''
(715)634-3026, 7:45 am - 4:45 pm Mon. - Fri.
tdevereaux@conimerce.state.wi.us
cc: Leroy G Jansky, , Wastewater Specialist, (715) 726 -2544
Cover Page
Shaun Bird
Bird Plumbing Inc.
1008 192nd Ave
New Richmond Wi 54017
715- 246 -4516
Date: 9 /26/02
Owner: Jeff Ellis
Location: Lot 2 Cty Rd Y
System type: Mound System
Manuals Used: Mound Component Manual version 2.0 (01/31)
Pressure Distribution Manual version 2.0 (01/31)
Page#
1. Cover Page
2. Mound Plot Plan
3. Mound Cross Section
4. Pipe Cross Section /Pipe Layout
5. Pump Chamber Cross Section
6. Pump Curve
7 -9. Maintance and Contigenc plan �.
10 -12 Soil test
�s
WID 11D1N
Signature
License number/046900 P�ypENc
9/26/02 -Z�- . 7 /
PLOT PL
PROJECT Jeff Ellis ADD s 8504 Jensen Ave S. Cottaae Grove Mn 55016
SW 1/4 NW 1/4S 13 /T 28 N/R W TOW Rush River COUNTY ST. CROIX
MPRS Shaun Bird 226900 DATE 9 BEDROOM 3
CONVENTIONAL AT- CONVENTIONAL LIFT HOLDING TANK
MOUND Xxxx SEPTIC TANK SIZE 1000 gallons LIFT TANK SIZE DOSE TANK SIZE 630
HOLDING TANK SIZE LOAD RATE 1.0 ABSORPTION AREA 450 # of chambers none
BENCHMARK V.R.P. Top of steel fence post ASSUME ELEVATION 100' Filter Zabel A -100
[:]BOREHOLE O WELL +H. R. p. NE corner of property
SYSTEM ELEVATION 96.4'
Scale = 1/4" = 10, o
Couldesac to Cty Rd Y o
m
r
m
Grading is to be done to divert run -off
away from system
Pro 3
0 Bedroom
CD House
r
CD Tank is to be properly bedded
Huffcutt Comb Tank P P Y
and provided with lockdown
o covers with approved warning
labels
o B.M.
o 96' B -1 B -2
95 ' Alt. B.M.
94'
93' B -3
150'
Well is to meet all 8%
setbacks found in Comm. Slope Area 15' Below System
8 3, is to remain
undisturbed
Property Line
No G 6 Y a
Date
4" Observation Pipe Perforated Non -Woven Filter Fabric
Below Filter Fabric
Distribution pi
/ A ' S'a[ C-33 Sand � '
4 _" Topsoil ~ G
E ice.
7. Slope q�,��
Bed Of YIL 2 Forte M.oin Flawed
Drain Rock From Pump Layer
Cress Section Of A Mound •System Using
A Bed For The Absorption Area F �
G
A 2S Ft.
I Ft.-
J 0 Ft.
- - - _ K i Ft.
!n was W Ft.
L
J 4 Pipe
CL aL A
W t'n �--: - - -- -------- - - - - -- --------------- - -• - -_ Force Main
From Pump
p Distribution Bed Of
72�— 2
Pipe Drain Rock
4 Observation Pipe Permanent Marker
Pipe or Rods
Pion View Of Mound Using A Bed For The Absorption Area
PAG E_„i3OF_
Perforoted Pipe Wall
�0
%
Eno View
) Perforate*
PVC Pipe
Moles Located On $ottmA,
/ Are Equally Spocsd
S(� r PVC Fares Moist
is A
- � t'tRST t1o1.L *ttiX4 re CanAtG+tor!
PVC
Mota Pipe
I tt. •'"/L ... t.[.Jos -
Distribution Pipe La yout - P Ft.
R R.
Inches
Inches
Signed- Hole Diameter nch
License Number: ���j�� Lateral " ;F
Date: f 'v Z- -- M4nifold Inches_
• .._ Force Main " Inches
# of holes /pip /�
Invert Elevation of Lateral &,) Ft...
rage ur
SEPTIC TANK E PUMP CIfAMBER CROSS SECTION AND SPECIFICATIONS
v" Cl VENT PIPE 12" MIN. ABOVE GRADE 6 WEATHERPROOF
> 2S' FROM DOOR, WINDOW OR JUNCTION 8OX APPROVED
FRESH AIR INTAKE WITH CONDUIT MANHOLE COVER
W/ PADLOCK 6
FINISHED GRADE WARNING LABEL
Tp PCOA• 4" MIN.
a
18" xN. ' C.Z. isl6ER z D.
INLET •
WATER TIGHT SEALS GAS- , '
TIGHT - \.APPRMD
flur A SEAL , ' JOINT$ WITH
APPROVED B ; •
PIPE 3 —�— , ONTO
ONTO S�.IQ C I ON SOLID SOIL
SOIL PUMP OFF ELEV . ��FT. _+_ OFF
D
3" APPROVED BEDDING UNDER TANK
CONCRETE PAD
SPECIFICATIONS I �'ls�c
SEPTIC / DOSE
TANK MANUFACTURER: L NUMBER DOSES PER DAY:
TANK SIZES SEPTIC GAL. DOSE VOLUME INCLUDING
DOSE tiAL• FLOWBACK: GAL.
ALARM MANUFACTURER: CAPACITIES: A - ��_NCHES - � s GAL
' MODEL NUMBER: B = .2 INCHES = �6AL.
SWITCH TYPE: � �
PUMP MANUFACTURER: -_ C = INCHES = GAL.
MODEL NUMBER L3ti/ !s' a D = � INCHES = GAL.
SWITCH SWITCH TYPE:
REQUIRED DISCHARGE RATE 3 GPM PUMP E ALARM WIRING AS PER ILHR 16.23 WAC
VERTICAL DIFFERENCE BETWEEN PUMP OFF AND DISTRIBUTION PIPE ./ FEET
+ MINIMUM NETWORK SUPPLY PRESSURE . . . . - - - - M FEET
+cJ' FEET FORCEMAIN X _? FT /100 FT. FRICTIOMICAHEADFEET
- ---- -• TOTAL DYNA
INTERNAL DLMENSIO O PUMP TANK: LENGTH Dy e DIAMETER
LIQUID iTV'I'H�
SIGNED
LICENSE NUMBER DATE /�
1/88
TOTAL DYNAMIC HEAD/CAPACI
HEAD CAPACITY CURVE EFFLUEN P ER D rERUtc
MODEL 152/153
UJ
MODEL 152 153
50
Feet Meters Col. Liters Gol. Liters
153 5 1.5 69 261 77 291
12 152 10 3.1 61 231 70 265
15 4.6 53 201 61 231
= 20 6.1 44 167 52 197
30
8 25 7.6 34 129 42 159
0 30 9.1 23 87 33 125
20 35 10.7 -- -- 22 85
40 12.2 -- -- 11 42
4
1 Lock Volve: 38.0 FL (11.6m) 44.0 R. (13.4m)
�' o�ssoe
.D
0
•, Q
20 40 60 80 100
GALLONS
LITERS o 80 160 240 320 6 1/4
3 3 27/32 4 5/8
FL PER MIN
CONSULT FACTORY FOR SPECIAL APPLICATIONS 3 27/32
3• 4 • T"prled dOS�J panels avail". �° "
• E1ex*IcEd araw ilaM fbr duplex sysimm, are avalaWe and supplied W11f1 3 27/32
an alarm.
• Variable level control switi tm are available for cmbv mg mj& (
I
• Dolllle piggybadt vaM* level flod swile s are amil" for vmaMe
level 10t1g ad shat cycle controls.
• Sealed QA-8ax ava&bie for Outdoor mstallaftm. See FM1420. I
• Over 130°F. (54'C.) special quotation required.
152f153 Series' 12 1/8 I
isms MOORS Cop" Selection
Yodel Volts•Pb Node Ams Duda
N152 115 1 Non 8.5 1 2or3 5 1/8
BM62 115 :1 Aub 8.5 Included 2or3
E152 MO i Non 4.3 1 2or3 slranet
BE152 230 1 Aub 4.3 bcladed 2or3
N153 115 1 Non 10.5 1 2or3
BN163 115 1 Auto 10.5 included 2or3 SELECTION GUIDE
E153 230 1 Non 53 1 2or3 1. f9le p variable lave! flaet sw0G1 «double
OF-153 230 1 Aub 533 bEluded 2or3 piggybacitvariableleval00at
swNch. Refer to FM0477.
n CAt nft 2. See FMD712 br MnW model of Electrical Atier1a11or Epp&
Ae bsWom of convols, p vtwdw devices and + kft sbouid be dons by a *Waled 3. Variable level aonbd swrNeh 10.0225 used as a aordrd activator, spa* dupblx (3)
Bonged dochieian. A9 electrkat and safety codes sbadd be Wowed inciu ft the own
neeratNdiwWEloWkCodoOfMand the Occupatload Safetyand Heft Ad{0SNA1. or ( syftm
RESERVE POWERED DESIGN
For unusual conditions a reserve safety factor is engineered into the design of every Zoeller pump.
YAK 10: P.O. BOX 16347
`. taisuiati KY 4256401/7 Uaeraasof. .
`G SNO'T0: 3619 Can Run Road
w iLausrrlb KY 4021 1 -1961
PL//L1/° 7�� 1.1 fXQ 99~
774,3624
0 Copyright 2000 Zoeller Co. All rights reserved.
ya
Maintenance and Contingency Plan for a Mound System
Maintenance Plan
1. Septic Tank is to be pumped once every 3 years.
2. Dose Chamber is to be pumped at the same time as the septic tank.
3. Effluent filter is to be cleaned once a year. Please note: a larger filter is being installed in
order to extend the maintenance interval of the filter.
4. Once every 3 years the mound is to be inspected via the inspections pipes in the at-
grade. The laterals are to be inspected via the cleanouts.
5. Owner agrees to limit greases, garbage, and water conditioner discharge into the system.
6. Pump and electrical components are to be checked at the time of the pumping.
7. Owner agrees to leave the area 15' below mound undisturbed.
8. The owner agrees to save this plan.
9. Trees, shrubs, and other similiar vegitation are not be planted on system. The system is
not be driven over.
10. Effluent Quality is not to excede the requirements found in Comm. 83
Contingency Plan
1. Pump alarm goes off, call pumper and pump out dose chamber and septic tank if
needed, then bypass pump float and try pump without float. If this works, float is bad,
replace float. If um still does not work, check power at the um with a electrical device
p p P pump
such as a hair dryer. If no power, check breaker inside house and call a electrician. If there is
power, then pump is bad and needs to be replaced by a plumber.
2. If mound fails, determine cause of failure, test another area or remove pipe and sewer
rock, retill soil, install new mound system.
3. Replace any other failing components as needed.
Important Phone Numbers
Plumber: Shaun Bird 715 - 246 -4516
Pumper: Tom Mondor 715 - 246 -5148
St. Croix County Zoning 715 - 386 -4680
Shaun Bird #226900
9/26/02
POWTS OWNER'S MANUAL & MANAGEMENT PLAN P a ge � or
FILE O"RMATtON SYSTEM Sp FiCATtONS
Owner �, j �' -Tx
nk Capaa'� O al ❑ NA
�( Tank Manufa rer p NA
oEStGN PARAMETERS F� � -e p NA
l�taflbe1' 8ednoo 3 FMer Model O p NA
Nun*w of Commence Urns NA Pn Tank t h ., 5 al Cl NA
80nafed Now (avefa9e) � Pump Tank a +er
M p NA
Design flaw (06010.
r Pump S ?� p NA
.zA Application Rate
k EfifdMd ouaw mil/ p knent Uri
dU
o� A Grease (FOG) 53o mgll. D sandfGfgvr�i Fflter p Peed MW F
Fa p M Aeration p wetland
M)MM" Oxygen Demand {mss) p DWrifecion p Ofher.
Total Sum Solids O'W) 5150 MMtufac —MW
Pretreated E Q Monthly averag •• p perset COW
Biochemical Oxygen
L
( BO D s ) 530 mg& p InVOWW L p to - ground (pressurized)
Total Suspended Solids (M) 530 mglL p At-
510` cfufl 0
Fecal CoGForm (� man) .
Maximum Effluent Particle Size K Inchdiame VA= typical for domestic (non -Comm 0) wastewa1w and
� tonic eAMbnt.
•• V M,es typiasi for p *beded wastew W
MAINTENANCE SCHEDULE
Service Event Service Frequency
inspect condition of tank(s) At least on every �s p s (Maximum 3 yrs.)
Pump out contents of tank(s) When ed sludge and scum equals one- tf>;nd (K) of e
Inspect disixulal mss) At Least every 13 months s) um 3 yrs.)
clean effluent ftlter At least every (3 months . s)
inspect pump. Pump contnot A alarm At least every 13 s) p NA
Flusft lateraft and p ressur e test
At least every p months s) ❑ NA
OMW At least onc a every 13 months O y ear s) 13 NA
Odw- At list every p months p year( O NA
MAINTENANCE INSTRUCTIONS stiaN be made by rallying one of the fotlowlt9 licenses or
ftm inspec ceriffic of Mae deli dispersal POWYS Maintainer: Septage
IlAester Plumber: Masher Plumber Restricted . POWYS Inspector:
$e ms Operator. TO* rr�ecWW must irwkx a won of the tanks) to identity any missing or Waken
hardware identify any c radm or ids. measure the of conubbtied sludge and scum and to check for any back up
po g of effluent on the ground surface The d cetl(s) shall be v i sua lly inspected to check the effluent levels
or and to check for any Pig an the ground surface, The pond g of effluent m the
g the o a
swfh tiat Pipes condiffion and req the immediate notion of the local regulatory suttxxity.
g round surface may incCate a faNrig
When the combined accumulation of sludge and scum in tank equals one tl*d (YO of more of the tank volume. the
entke cordents of the tank shall be removed by a
Operator and disposed of in accordance with ch. NR
113. Wi aonsin Adn Code. - components, and any
The servicing of effluent gels, e, mechanical or pressurized compor"ft Pretreawnem
at intervals of 12 months less shall be performed by a certi red POWYS Maintainer -
ofher maintenance or mor>gorin9 � W" 10 days of completion of any service event
A s shall be provided to the local regulatory
START UP AND OPERATION
For neiwr oorusfructiout, prior t use of the POWYS c h eck . t ta nk(s ) d' p wwm of �� p DductS � other
chemicals that may impede the treatrnen Process to use.
detected have the contents of the tank(s) removed by a s tage servking operator p rior
Pape ! of y
System stmt up dud not occur when WN'GmKMions are at the infiltrative surface.
� power � pump may 0 above normal levels. When power is restored the excess
id to
wasbewater will be d the dispWW OWs) In � dose. overloading ft cells) affil may M SW in the
or disdnarge -. & oiler. To avoid this base the contents of the pump tardc removed by a
backW S per Pam mskwft power b effluent p
assist in nm= t opMft the FEW X00 rang or canted s Pkmber- or POWTS Maintakw to
i to restore levels within the pump tank.
Do no t drive or park v�ehicdes over UWM and dktpersai Do not drive or park over. or otherwise disturb or compact,
the area wkhin 15 feet down slope of any Mound or sole absorption area
Reduction or e&rnkradion of the f Wit from ft stream may improve fir m
e performance nce and Prolong the Cie.
of the POWT'S: au bb**;� - but* Cotton swabs; delpeofts; dente hoes;
disirrfectar s; fai; f kWi&n *aim (amp pnW) and P W � meat
scraps; me o ns; oil; p� P : - and water softener bare.
ABANDONOMENT
When fha pOWTS faits andW is perm► -taken out service the slaps s� tp to Insure that the
Prof safely dwWon ed in cori>p�a we dr. Comm 83.33. Wisconsin Administrative Code:
system is • All ptping So tuft and pis shall be disconnected the abandoned pipe opm kW sealed.
• The contents of at tanks and pits strati be and properly disposed of by a Septage Servicing Opel
• nd removed or tl>� Covers removed and the void space
tit with soa. grave! or another solid a
CONTINGENCY PLAN
It the POWTS fad and cannot be repaired the foibwing ores have been, or must be taken. to provide a Code
comple"t replacement system:
D A suftbie reptaoem t'area has been evaluated may be ut�ed for the location of a replacement sod
absorption System• The mplacerment area be protected from disturbance and compaction and should not
be kntrkved upon by required setbacks from arid Proposed structure, tot fines and wells. Fail re to
probed the replacement any WE msuk In the for a new sod and site evaluation to establish a suitable
replacement area. Replacement systems must with the tiles in effect at that tine.
D A suitebte replacement arm is not available due seWack and/or soli OmRadons. Barring advances in POWTS
a hddkng tank may be installed as a resort to replace the failed POWTS. POWTS a sod arid
The site has not been e+ralsabed to y a �M area U if no replacement area is available a
;
site evaluation must be performed I locate a reptacesnent
hank may be instal as a last resort to the failed POWTS.
ins
Mowed and at -grade sod absorption systems maY be reconstructed In place "ow r�no�vdi of the biomat at
I surface. Reconstructions of such must Comply with the Hiles in effect at that frame
«WARNING»
SEPTIC, PUMP AND OTHER TREATMEN TANKS MA CONTAIN LETHAL GASSES AND= INSUFFtC131T OXYGEN.
DO NOT ENTER A SEPTIC, PUMP OR OTHER TREA TANK UNDER ANY CIRCUMSTANCES. DEATH MAY
RESULT. RESCUE OF A PERSON FROM THE OF A TANK MAY BE DIFFICULT OR IMPOSSIBLE-
ADD COMMENTS
POWTS INSTALLER POWTS MAINTAINER
Name dl6i✓ ! . Name
Phone l�Iwne
SEPTAGE SERVICING OPERA MP LOCAL REGULATORY AUTHORITY
Name /?7 q Agency
Phone /f� Z !f Phone /✓�! 9 ! (J
ilas domom t vase dialled by Go stems of the Green. Ldw6 WWFNAB ipf.- 5inua Couray Zonft and 8=&W0n spamdes Thb doa�
nhe lnkiknum fieQl�lefnOtltS � d1. I.enMn Ittxd>sm and e3 ��• � �` �i• . C0d°' flee � ptis �$ GNAW (ZM
9eaBnDee �• perromWioe of"POWTS.
WiecondnO�AdCa
SOIL EVAt.UAT101V REPORT
awmmarseftwoodoulftw tn,ow ds oejftCoan g%VV 6. Adm. code Oomb J►
A ban
MC �"°"pnotUsdtansuzxllM�db" t° ``05 _01
kK*Xb,a,Nacl ll.abcva�6� � focedonod�dlNm�osb� �' oaa
. pr � .
�waioM ecele ardimsnsiONW
.� .ZZ,
lGet alr �n � �
�jouaoda.1►e.weator m Q,,.w..
Owner t c� K 3 T o2 N R /� F. 4Q
-
g � 5, ST CF?OIX Town Neemsiftood /
NG OFF
� tiownete yJrQ �1
NawOa w lNtMF*A raf
� 6edioon�s ---� t�odede�iMeddeeian
� o l�ri
/ - Oeeallw
7
O W Nag INN Ago
� " V s, pepW b in salt ReAe
E s O Pit pnourelsurfaOSaiev.�
Taodus O
D PAdmtDeecdpion `pJfd1 '
Depth clu. sr. coot. owor c: sz. si< L � J
d -I V
se,
— Rob 0a soft 60 ; V tt. Depdsb� C7 aPO
ale�l Y
Hodmon Depth Dom* AL SL De * cdo Ts°�° ar. &a
� tduaief tiu.8z. C+a�N.Cdar
. ��aeop <3l1wBIL.anaTBS��oa
• Eakr�nit #t = > 30 22o mall -s�t1 Tss ��+3D < M Ntrri�er
s �f 1 �,,,� �,,� oeb>y cand�xled Talephons
r. _ is .•� � -
■ r i=
:•i - - :J'i 1 mil �
• 1 w N • •.vl :11,1 :+IUr i• a 1'1 r,4�• v ✓Irl« r• �;
1'I �•'.: rill
• �• rrr:na n '.0 i� ^nr.rr I: ua I �.. •urrv, w Ir; r.w:r ut;�r ,r • 1 : I I • I I : r '
Soil Test Plot Plan
Project Name Jeff Ellis Shaun Bir '
Address 8504 Jensen Ave S.
Cottage Grove Mn 55016 CS #226900
Lot 2 Subdivision --- - --- Date 6/02
S W 1/4 N W 1/4S 13 T 28 N /R 7 W Township Rush River
Fj Boring Q Well PL Property Line County ST. CROIX
IL BM or VRP Assume Elevation 100 ft. --Top of Steel Fence Post with orange ribbon wt(
System Elevation 96.4' *HRPSame as Benchmark
Alt. BM Top of Steel Fence with Orange Ribbon
Scale = 1/4 = 10' N
0
Couldesac to Cty Rd Y o
- a
cu
r
CD
m Pro 3
Bedroom
r House
cu
D
a
0
x
CA)
Q
96'
95' Alt. B.M.
94'
93' B -3
150'
8%
Slope
Property Line
Safety and Buildings
` E C E a ' EE 10541 N RANCH ROAD
HAYWARD WI 54843
TDD #: (608) 264 -8777
*iSconsin t 2QQ2 www.commercewi
Department of Commerce y www.wisconisconsin.gov
n.gov
T
Scott McCallum, Governor
Philip Edw. Albert, Secretary
October 14, 2002
CUST ID No.226900 ATTN: POWTS Inspector
SHAUN R BIRD ZONING OFFICE
BIRD PLUMBING, INC ST CROIX COUNTY SPIA
1008 192 ND AVE 1101 CARMICHAEL RD
NEW RICHMOND WI 54017 HUDSON WI 54016
CONDITIONAL APPROVAL
PLAN APPROVAL EXPIRES: 10/14/2004 Identification Numbersi
Transaction ID No. 794761
SITE: Site ID No. 651519
Jeff Ellis Please refer to both identification
Cth Y numbers, above, in all
Town of Rush River correspondence with the agency.
St Croix County
SW1 /4, NW1 /4, S13, T28N, R17W
FOR:
Description: Mound 450 Gpd.
Object Type: POWT System Regulated Object ID No.: 874040
The submittal described above has been reviewed for conformance with applicable
Wisconsin Administrative Codes and Wisconsin Statutes. The submittal has been
CONDITIONALLY APPROVED. The owner, as defined in chapter 101.01(10),
Wisconsin Statutes, is responsible for compliance with all code requirements.
The following conditions shall be met during construction or installation and prior to
occupancy or use:
Correspondence Notes:
• This plan action is subject to designer notes / comments on the plan.
• This system is to be constructed and located in accordance with the enclosed
approved plans and with the "Mound Component Manual for Septic Tank
Effluent for Private Onsite Wastewater Systems" Version 2.0 ;._ . a
and the "Pressure Distribution Component Manual for Private Onsite
Wastewater Treatment Systems" (Version 2.0)
• Comm 84.10, All materials used in this installation shall conform to the
provisions of this chapter.
A copy of the approved plans, specifications and this letter shall be on -site
during construction and open to inspection by authorized representatives of the
Department, which may include local inspectors. All permits required by the state or the
SHAUN R BIRD Page 2 10/14/02
local municipality shall be obtained prior to commencement of
construction /installation /operation.
In granting this approval the Division of Safety & Buildings reserves the right to require
changes or additions should conditions arise making them necessary for code
compliance. As per state stats 101.12(2), nothing in this review shall relieve the
designer of the responsibility for designing a safe building, structure, or component.
M SHAUN R BIRD Page 3 10/14/02
Inquiries concerning this correspondence may be made to me at the telephone number
listed below, or at the address on this letterhead.
The above left addressee shall provide a copy of this letter to the owner and any others
who are responsible for the installation, operation or maintenance of the POWTS.
Sincerely, Fee Required $ 175.00
Fee Received $
175.00
Balance Due $ 0.00
Thomas E Devereaux
Plumbing / POWTS Reviewer II , Integrated Services
(715)634-3026, 7:45 am - 4:45 pm Mon. - Fri. WiSMART code: 7633
tdevereaux@commerce.state.wi.us
cc: Leroy G Jansky, , Wastewater Specialist, (715) 726 -2544
r
SHMC TANK ALAMMAHM AGREEMM
AND
O MtSW CEWMCAIION FORM
Addc t�l .S_ -<,
O l -�
o
Prope y Address ZL 6 r-.-
(VaifiadwwWwd ftm Pk=ft DquU matte now candaw io$L
O Parcel IdeaWfication Number
��AL D OPI
propet
Locgio� v., sec.
W. Town aAdZg,�dJ
iy
Lot# -
ai Mbd Sawa y Map # . vo hmw Page #
Warty neca # (o vohmme page # 6
s h ❑ ya ❑ no Lot li= idmtdifiable ❑ Yes ❑ no
bV og a uwmdm oeo�yaaf s c� c�ilspr etomm�+a .rm r
its ofvmWkB oat dbe septic U* avwy dnae y W w*.M if =c&dby a l cwftdpanapec '9f►bstyoa P t iab dbe'J
i cm meat fire ��e asaic sus a � in ere.v�e
'sbc pwp�y an�noer b
=&.& St. CWk z�aaiap Depamww a ca oaf. b9 da owaat aoaby a
msOrPtaoa�PP�ocaSoamodpa�ti) essae�iswaalocd�gsod sy�
kin ooa�oa sadfar (2) aver inapeam sod pmipbC (if neoessorA *a sepft rands AM >bM 113 W of sisd�e.
L*,.&, dbmread *ooftmmq mdgpwbmsi dm*tPavata fte sonduft
aetfogft Lavin.assetby&eD tGfC=MVMaaad&eDeafrb�aal8 of�itieoomta.
ft ft "yaw sepftgsftnhwbem=d tod® ednantbecomPedandrata�odbfie .C�oaCormtyT�odaS
d me abcoe year d -
tW APMCAW DATE
O = ccox
I (�) ortW *A all as *k farm area m b &e best of mY (onr)1 I ( ) (ow) �° $) of
at pwpecty am=' od above„ by of a wm=W decd s mt&d in R Odw of Deeds OlSioa.
Oz-
9BUM OF AMJCAW DATE
00*0 « p is nus -�+ep edauay remtlt in the as Y P b
** iadnde,"* g& a ppUcsfim a stumped vauant deed from abe >f Rqodw of is mad* � � �
a Dopy of &C ceeK" MV
, p C n p � • t\
U_ V 3 U` Su 8 OF WISCONSIN FORM 2.1999 6 7 2 9 9 0
Docuent Num
m ber WARRANTY DEED KATHLEEN H. WALSH
REGISTER OF DEEDS
ST. CROIX CO., WI
This Deed, made between William M. Findlay and Ann Louise RECEIYF.D FOR RECORD
Findlay, husband and wife --
- 03 -08 -2002 8:25 AM
- -- - - - -. - - -- WARRANTY DEED
Grantor, and Jeffery R . Ellis and Diane K. Ellis, husband and wife EXEMPT i
- -- — REC FEE: 11.00
—_ __ - - - - - -- - -- TRANS FEE: 150.00
- ------- - - - - „_ COPY FEE:
Grantee. - -- CERT COPY FEE:
Grantor, for a valuable consideration, conveys and warrants to Grantee PAGES: 1
the following described real estate in St. Croix ___ _ County,
State of Wisconsin (if more space is needed, please attach addendum):
Lot Two (2 Plat of Rush Wood Point i n the Town of Rush River. Recording Area
Name and Return Address
FIRST NATIONAL BANK OF BALDWIN
990 Main St
PO Box 2060
Baldwin, WI 54002
028- 1019 -80 _
Parcel Identification Number (PIN)
This is not — homestead property.
Exceptions to warranties: Easements and restrictions of record. k;v (is not)
Dated this day of 2002
iJ
William M. Findla
' _____.___�� _. • Ann Louise Findlay
AUTHENTICATION ACKNOWLEDGMENT
Signature(s) _ —� STATE. OF WISCONSIN )
) Ss.
' St. Croix County )
authenticated this day of .._
—' Personally came before me this --, day of
__ -..._. .._._ _.._ 2002 the above named
Wi lliam M. Findlay and Ann Louise Fi
TITLE: MEMBER STATE BAR OF WISCONSIN —
(If'not, to me known to be the a sc�t(s) who executed the foregoing
-- — - instrument a ack iY sam .
authorized by y 706.06, Wis. Stets.)
THIS INSTRUMENT WAS DRAFTED BY + �����/ a l � —
Thomas A. McCormack _ — _— _ Notary Public, StaWof Wisconsin
Baldwi W1 54 002 My Commission Is' errnanent. 1 f - not, state ex trahon ate:
c P p
Snnatures may be authenticated or acknowledged. Both are not necessary.) _ u.. _ �s2_ •}
N hies c' persons signing in any capacity must be typed or printed below their signature. ; 14—flat— Prof, S-13 CanPny, Fo,a dw tai. vm
STATE BAR OF WISCONSIN aoo�ss2ort
WARRANTY DEED FORM No. 2 - 1999
d- w ..
W a �i
, � �' b Ps±,v;, SAP tn�t z:. -;.� .� i r
W$
Ln
Q
r W
A,.
W I d EAST LINE
a
g¢ 75.53'
W LL.
N co
Cr
co
"N 1 0 Lo . �
W Q Z '<<t'0) CO-
N d
LL - 0 \1 � �W Z I \ N u\ r
LJ
cn
Q
uj
ZT
p m WO
F - OD tv q00.� I •` i
Z W t. e„ \
S0005OW ..
ui 77'
"p
C p co
CU
c
U N , $
iv
It
kin CD
y
r
r? ,� t ;if -:; •� k �• .3w u�. i t�.3 r t..... /� r� � t� M1 ,.> �'
s .
h 4^ 1
a
§
(D
n I (n I co
01
I N N I F- r�
J' Z I I L I err �'- . I
I
v
___
J
�� -- -_
i
V
l� �
`ti
��
��
_.
1372
SOIL EVAL �dNi R PORT Page 1 of 3
Wisconsin Department of Commerce
Division of Safety and Buildings ., A.C.E. Sal & Site Evaluations
in accordance with C' Adm. Code
complete site Ian on paper not less than 8'% x 11 inches in siz Plan mus "'
Attach com County
P P P Pe � '. St. Croix
include, but not limited to: vertical and horizontal reference point (BM),' direction an
percent slope, scale or dimemsions, north arrow, and location and distance to nearestmad. n arm LD'•
028 ±1019 -80 -000, IN 13.28.17.103A
Please print all information. .-: � j; Revi y Date
Personal information you provide may be used for secondary purposes (Privacy Law s. 15.04'(1) (m)1
Property Owner ` ,Property L , :,j
William & Ann Findlay �. C 4"Lot �` NW 1/4 S 13 T 28 NR 17 W
Property Owner's Mailing Address # 130 k ubd. Name or CSM#
355 County Road Y 2 Proposed Plat S�{tiv
City State Zip Code Phone Number J City J Village p e Town Nearest Road
Baldwin WI 54002 715 -684 -3088 Rush River I County Road Y
New Construction Use: Residential / Number of bedrooms 4 Code derived design flow rate 600 GPD
f Replacement Public or commercial - Describe:
Parent material Glacial Till Flood plain elevation, if applicable na
General comments
and recommendations: System elev. = 100.50' at 13" above 99.35' contour.
Boring # j Boring
Pit Ground Surface elev. 99.02 ft. Depth to limiting factor 24" in. Soil Application Rate
Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots GPD/ft°
*Eff#1 *Eff#2
1 0 - 10 10yr3 /2 non sil 2%bk mvfr as 2f 0.5 0.8
2 10 -19 10yr5/4 none sil 2fsbk mvfr cw 1f 0.5 0.8
3 19 -24 10yr4/4 none sl 2msbk mfr cw - 0.5 0.9
4 24 -30 7.5yr4/4 f2d 7.5yr5/8 sl 2msbk mfr cw - 0.5 0.9
5 30-48 10yr4/6 none Is 1 msbk mvfr aw - 0.7 1.2
6 48-60 10yr6/3 m2p 7.5yr5/8 & scl O mfr - - 0.0 0.0
Horizon #5 saturated. Ground water seepage observed throughout horizon, stabilizing at 33". Redox features unobservable due to s
M im Boring # I Boring
Pit Ground Surface elev. 99.05 ft. Depth to limiting factor 30 in. Sal Application Rate
Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots GPD/fF
*Eff#1 *Eff#2
1 0 -11 10yr3/2 none sl 2fsbk mvfr as 2f 0.5 0.9
2 11 -19 10yr4/4 none sl 2fs bk mfr cw 1 f 0.5 0.9
3 19 -30 7.5yr4/4 non Is 1 msbk mvfr gw - 0.7 1.2
4 30 -38 10yr5 /6 m m2d 10yr6 /3& Is 1 msbk mvfr aw - 0.7 1.2
5 38 -51 10yr5/6 na Is 1 msbk mvfr - - 0.7 1.2
Horizon #5 saturated. Ground water seepage obs roughout horizon, stabilizing at W'. Redox features unobservable due to saturation.
* Effluent #1 = BOD ? 30 < 220 mg/L and TSS 4 < 150 * uent #2 = BOD < 30 mg/L and TSS <30 mg/L
CST Name (Please Print) Sign ure: CST Number
James K. Thompson 3602
Address A.C.E. Sal & Site Evaluations r Date Evaluation Conducted Telephone Number
340 Paulson Lake Lane, Osceola, WI 0 4/3/01 715- 248 -7767
Property Owner William & Ann Findlay Parcel ID # 028 - 1019 -80 -000, ID# Page 2 of 3
a Boring # Boring
01 Pit Ground Surface elev. _ 9 8.14 ft. Depth to limiting factor 23" in. Soil Application Rate
Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots
*Eff#1 *Eff#2
1 0 -11 10yr3/2 none sil 2fsbk mvfr as 2f 0.5 0.8
2 11 -17 10yr5/4 none sl 2fsbk mfr cw 1f 0.5 0.9
3 17 -23 10yr4/4 none sl 2msbk mfr gw - 0.5 0.9
4 23-42 7.5yr4/4 m2d 7.5yr5/8 & m2d 1 /3 scl Om mfr - - 0.0 0.0
❑ Boring # J Boring
J Pit Ground Surface elm ft. Depth to limiting factor in. Sal Application Rate
Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots GPM'
*Eff#1 *Eff#2
F—I Boring # I Boring
J Pit Ground Surface slap.. ft. Depth to limiting factor in. Sal Application Rate
Horizon Depth Dominant Colo Redox Description Texture Structure Consistence Boundary Roots 2
*Eff#1 *Eff#2
* Effluent #1 = BOD ? 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.
i
1 G� • 2Q, / ;• Qa; /�oadfi'c : C ro,dea -E (a�ed Fcnce j oosf . P�. 3 W3
e.rce�4ost. E /ed yYfcao' ft1SUoneda /41&'= ,1Z�o� 578.b•Z,
b Pie
ly ,<enc.
83 /oft ogee ooxd,
'■'- -- - -- 99.0' S A a), Se c. 13, 7 - 0 1"
Pie posed
�v{ �i37.2
i
t
ESA 22 q$O d ?x
> - 3 A N AF $ z 8
C111- o= n a
a V`"i cy s >ggy 8 0 n
1. 7$" ^°g. 0 A��gg 9 z� a
.g 0 - v Az� O
. z l� P -L€ II • I I I I I M fw z
ni5- " D
' 42' . co 8a =9
g4 ��. a $o; --3 a sw a�? _ o t- b
m 9 2. 4 `vop L _ J i o� 3g: 6g> m i
^F s�gF y ga I € og a Z
Sv �$g m ° 9 p�$�
V X44 A g
�A V-„ i
C-0
Ono
,0,-
AZm
sarm avivuHn < J o V 1
ft NOLL�E 10 fTMN !D M5 3HL !D 3Nf1153M -- S010AP5— —
� ,gYlZf 3 .S 0,C0.00 5 $ NQ
ga 9f'lZfl 3.50.[0.00 5 x
c — ___________ __ _ FSBS P<PD0.i__ _________ z p =
3a is -- IF, ' 18 _ .Kart B g
= "T, 3'' .^tts m 8 _ N o-
-- - - - - -- —I - - - - -- - 1615 - -- r0 -- iN v f - r "% z Q
-all 20 Q
I o ,
4 5 mN O L v °' E�x "; " °�-• 91 - - -- 0z-1
zax
I ply z-Z
'
- 1- 0 3
I I IN Ao yi Nm
c • , G ,.,t, s' - -�Iw�3 yL �` -�a„ / i /- Lu`- - - ---- � o I
O O
I vs..a.�.e ' `'as i ' x m S 5g i
N 1• f
I I°
>n� \ I No 8 o
oV r t\ : \\ 9- A^
0
A IR a
W ,: m *9
w° ro NI m oi: i
I \ I
--------------------- - - - - -- sa -
�al
A�
M'lZfl 3 .SZ,lQ.00 S
Y ft HOLL�3a !0 f/t MN 3Ml A f/l Ma 3Ml ll 3Ml 15V3 I c $
vONVI 031lVldNf1 n
ri'g y9i9y�� u� I y ma y�
g3 I Z> >F c
kgmj
r �n,
Q .�
ln G;26,
o
a
t