HomeMy WebLinkAbout028-1036-80-000
ST. CROIX COUNTY ZONING DEPARTMENT
AS BUILT SANITARY REPORT
Owner /C & i,
Address+ 1[
City/State WU'a ef
Legal Description:
Lot Block _ Subdivision/CSM #
'ia, G sE, Sec. , T2kN-RJAW, Town
SEPTIC TANK DOSE CHAMBER - H LDI~TANK INFORMATION:
Tank manufacturer fR, oAw elt'10* Size `NTf'C MOO I Schack from: House _a well
Pump manufacturer 2r. /I# ~ Model
Alarm location _ L;" E
(HOLDING TANKS ONLY)
Setbacks: Service road Wert to, f nh air intake Water Line _
Meter location
Alarm location
SOIL ABSORPTION SyS°IEM:
Type of system: 4 Width Length ~ e Number of Trenches I
Setback from: House 3 G Well PfL Vent to fresh air intake
ELEVATIONS:
sF r G
Description of benchmark Elevation
Description of alternate benchmark Elevation
Building Sewer `:TINT Inlet y. 7 S'.'ST Outlet / PC InletFit .
PC Bottom Header/Manifold Top of ST/PC Manhole Cover _
Distribution Lines ( L! k
Bottom of System ( 3 - . ( )
Final Grade ( ) U ` 4 I-- ( )
Date of installation (?-I Permit ber 261q' S State plan number _ q 7:2 0
,y
Plumber's signature { License number Date f'
Inspector
Complete plot plan Or
t_
NOTICE: Please provide the following:
• A plan view sketch showing everything within 100 feet of the system.
• Two horizontal reference points to center of septic tank manhole cover.
• Show alternate benchmark, if applicable.
PLAN VIEW
1
X17
v~
INDICATE NORTH ARROW
-Wisconsin Department of Commerce PRIVATE SEWAGE SYSTEM County:
Safety and Buildings Division
INSPECTION REPORT Sf GAICO~
GENERAL INFORMATION (ATTACH TO PERMIT) Sanitary Permit No.:
Personal information you provice may be used for secondary purposes [Privacy Law, s.15.04 (1)(m)]. qy &
Permit Holder's Name: ❑ City ❑ Village C4 Town of: State Plan ID No.:
Ai e. k LO / i r r
CST BM Elev.: Insp. BM Elev.: BM Description: Parcel Tax No.:
10a 4 Z >o t- i C
TANK INFORMATION ELEVATION DATA 47
TYPE MANUFACTURER CAPACITY STATION BS HI FS ELEV.
Septic P rZo 0 Benchm N115.41, 6.(,o 109-fe 0
Dosing W P 166n FAA 21-111P-77 .(-1 C8, t. -/00
Aeration Bldg. Sewer 103.5-
Holding (DL* Inlet l02-7S
Q, "vBs-
TANK SETBACK INFORMATION &t ins Outlet (o•~ X02, G
TANKTO P/L WELL BLDG. Ventto ROAD Dt Inlet p /~Ga
Air Intake ! • 7 I ~8
Septic
n 6-51 NA Dt Bottom
Ind, 7"
Dosing t V1 2: 240 ' 1 NA Header/Man. .7 ~(o•$ 7-15 Aeration NA Dist. Pipe .77 ~p6•
Holding Bot. System l06.
PUMP/ SIPHON INFORMATION Final Grade
Manufacturer eXW4 lCy- Demand STMT
Model Number 4) lb 31. s#p PM A)-t. g►V\4e Gj0
TDH Lift Fri
oss ction System TDH Ft
Forcemain Length 0 Dia. 201 Dist. To Well Y19
Fi
SOIL ABSORPTION SYSTEM
TRENCH Width Length No. Of Trenches PIT No. Of Pits Inside Dia. Liquid Depth
DIMENSIONS G3 DIMENSIONS
SYSTEM TO P / L BLDG WELL LAKE/STREAM L G nufact,r,r:
SETBACK
INFORMATION Typeo CHAMBER Moe umber:
System: I ha OR UNIT
DISTRIBUTION SYSTEM
Header/Manifold Distribution Pipe(s) x Hole Size x Hole Spacing Vent-To Air Intake
Length __!r Dia. Length ~Dia. Spacing 7" '11418 y8 ii z /0'
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 iy.l • Bed/ Trench Edges Topsoil ®Yes ❑ No Yes ❑ No
COMMENTS: (Include code discrepancies, persons present, etc.)
((~AI4. 9M' Tc? OS -6vefft4" 411-S` Py P was kf t&S-btiffew c -rms. VM.
6CW s,bh-C Sad
619&Wall av&A fk44 M•~•*, d,4V42 -im win~S wal Av),rJ6 f/')CM X4dWq( wAi e&*Wyef
01tv,-e(, 170k 601W401 -6+ f I no (/1An0V-ri Ivry Agfi W06 ~2~ r~•aI
Plan revision required? ❑ Yes 5d No
Use other side for additional information. l1. 6 q
SBD-6710 (R.3/97) Pj0WjAj IL-jq'gj r4l►AI Date Inspector' ignature qC10)
CZ t (9•q'/
ADDITIONAL COMMENTS AND SKETCH
SANITARY PERMIT NUMBER:
Wisconsin Department of Industry, PRIVATE SEWAGE SYSTEM County:
Labor and Human Relations INSPECTION REPORT ST. CROIX
Safety and Buildings Division
(ATTACH TO PERMIT) Sanitary Permit No.:
GENERAL INFORMATION 299156
Permit Holder's Name: ❑ City ❑ Village Town of: State Plan ID No.:
COLTRAIN, RICK RUSH RIVER
CST BM Elev.: Insp. BM Elev.: BM Description: t a LS Parcel Tax No.:
1212 , 028-1036-80-000
TANK INFORMATION ELEVATION DATA A9700471
TYPE MANUFACTURER CAPACITY STATION BS HI FS ELEV.
Septic ~A VJ 1100 Benchmark, 4l
Dosing 600 .gm /o . f{ O
Aeration Bldg. Sewer
Iv3•~
Holding St/ Ht Inlet 5.~ /02..-75-
TANK SETBACK INFORMATION St / Ht Outlet I dg ty, to2 ,
TANKTO P/L WELL BLDG. Ventto ROAD Dt Inlet
Air Intake q•
Septic O~ Y12- cIS' SS/ NA Dt Bottom 43 clr,
Dosing NA Header / Man. 11 10 Al
Aeration NA Dist. Pipe 1:17' 1.1-7 to&.63
Holding ' l Bot. System 2 1-&(- T,9'
PUMP/ SIPHON INFORMATION ~f Final Grade
p$. yS
Manufacturer uG~' ✓ Demand v>"6 n .35'
Model Number 37 //GPM Air- 12, NVN ")r 111-67
TDH Lift I if. Fri
oss ction System2 s TDHI S 5 Ft Yraw~kvlct ova l oS
H
Forcemain Length p' Dia. 'j ~ Dist. To Well
SOIL ABSORPTION SYSTEM "q
BED/TRENCH width Length No. Of Trenches PIT No. Of Pits Inside Dia. Liquid Dep
DIMENSIONS DIMENSIONS
u acturer:
SETBACK SYSTEM TO P / L BLDG WELL LAKE/ STREAM 'TEACHING
INFORMATION SYpeO /v1 O n OR UNIT Mode Number:
Y
DISTRIBUTION SYSTEM
Header / Manifold Distribution Pipe(s) x Hole Size x Hole Spacing Vent To Air Intake
Length Dia. 2 Length Dia. ' Spacing y ~U
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 ( f Topsoil I Z WYes ❑ No X Yes ❑ No
COMMENTS: (Include code discrepancies, persons present, etc.) 3 D /q
• s~
LOCATION: RUSH RIVER 26.28.17,SW,SE 1954 10TH AVENUE ~Y
-47 a j '~1~ rr
of A04
35 /0 Z r
. ors-l
t~
~ a„ Pd73
p,
17
Plan revision required? ❑ Yes ❑ No
Use other side for additional information.
. 1S G7 Date Inspector's Signature Cert. No.
SBD-6710 (R 05/91) I I a. 1,5-
not
1
ADDITIONAL COMMENTS AND SKETCH
T,
SANITARY PERMIT NUMBER:
Safety and Buildings Division
SANITARY PERMIT APPLICATION 201 E. Washington Ave.
1&consin In accord with ILHR 83.05, Wis. Adm. Code P.O. Box 7969
Department of Commerce Madison, WI 53707-7969
• Attach complete plans (to the county copy only) for the system, on paper not less County
than 8 112 x 11 inches in size. S+ - C1 x
• See reverse side for instructions for completing this application State Sanitary Permit Number
The information you provide may be used by other government agency programs E] Check if revisi n1to prelious application
[Privacy Law, s. 15.04 (1) (m)]. ( QS Al / O A V'6 State Plan I.D. Number
I. APPLICATION INFORMATION -PLEASE PRINT ALL INF RMATION
Property Owner Name Property Location
RICK Coltrain SW 1/4 SE 1/4, S 26 T 28 , N, R 17 E (or) W
umber Owner's Mailing Address Lot Number Block NBox 62
City, State Zip Code Phone Number Subdivision Name or CSM Number
Baldwin, WI 54002 1(715) 684-4212
II. TYPE F BUILDING: (check one) ❑ State Owned ❑ ity Nearest Road
Public 1 or 2 Family Dwelling - No. of bedrooms 4 rowan of Rush River 10th. Ave.
III. BUILDING USE: (If building type is public, check all that apply) Parcel Tax Number(s)
1 E] Apartment/ Condo d1& • Ag . I . 2.,R:3 L I-k ` / ~
2 ❑ Assembly Hall 6 ❑ Medical Facility/ Nursing Home 10 ❑ Outdoor Recreational Facility
3 ❑ Campground 7 ❑ Merchandise: Sales/ Repairs 11 ❑ Restaurant/ Bar/ Dining
4 ❑ Church/ School 8 ❑ Mobile Home Park 12 ❑ Service Station/ Car Wash
5 ❑ Hotel /Motel 9 ❑ Office/Factory 13 ❑ Other: specify
IV. TYPE OF PERMIT: (Check only one box on line A. Check box on line B, if applicable)
A) 1. ® New 2. ❑ Replacement 3. ❑ Replacement of 4. ❑ Reconnection of 5. Q Repair of an
System System Tank Only Existing System Existing System
B) ❑ A Sanitary Permit was previously issued. Permit Number Date Issued
V. TYPE OF SYSTEM: (Check only one)
Non-Pressurized Distribution Pressurized Distribution Experimental Other
11 ❑ Seepage Bed 21 [x] Mound 30 ❑ Specify Type 41 ❑ Holding Tank
12 Q Seepage Trench 22 ❑ In-Ground Pressure 42 ❑ Pit Privy
13 ❑ Seepage Pit 43 ❑ Vault Privy
14 ❑ System-In-Fill
VI. ABSORPTION SYSTEM INFORMATION:
1. Gallons Per Day 2. Absorp. Area 3. Absorp. Area 4. Loading Rate 5. Perc. Rate 6. System Elev. 7. Final Grade
Required (sq. ft.) Proposed (sq. ft.) (Gals/day/sq. ft.) (Min./inch) Elevation
600 504 504 1.19 0 106.25 Feet 08.25 Feet
VII. TANK Capactt
in gallons Total # of Prefab. Site Fiber- Exper.
INFORMATION Gallons Tanks Manufacturers Name Concrete Con- Steel glass Plastic App
New Existing structed
Tanks Tanks
Septic Tank or Holding Tank x 1200 1 Midwestern El ❑ ❑ ❑ ❑
Lift Pump Tank /Siphon Chamber X H000 Midwestern I ❑ ❑ ❑ ❑ ❑
VIII. RESPONSIBILITY STATEMENT
I, the undersigned, assume responsibili for installation of the onsite sewage system shown on the attached plans.
Plumber's Name: (Print) Plu er's Signat : (No Stamps) MP/MPRSW No.: Business Phone Number:
Joe Stang ~ MP 6646 1-715-698-2266
Plumber's Ac dress (Street, City, State, Zip Code)
506 Willow DRive Woodville, WI. 54028
IX. COUNTY/ DEPARTMENT USE ONLY
Permit Fee (includes Groundwater =ate Issuin
g Agent Signature (No Stamps)
E] Disapproved Sanitary Surcharge Fee)
Approved I ❑ Owner Given Initial ~ Adverse Determination
ell
X. CONDITIONS OF APPROVAL / REASONS FOR DISAPPROVAL:
BBtY6M (R.11/96) DISTRIBUTION: Original to County, One copy To: Safety & Buildings Division, Owner, Plumber
INSTRUCTIONS 4
1 _ A sanitary permit is valid for two (2) years.
2. Your sanitary permit may be renewed before the expiration date, and at a time of renewal any new criteria in the
Wisconsin Administrative Code will be applicable.
3. All revisions to this permit must be approved by the permit issuing authority.
4. Changes in ownership or plumber requires a Sanitary Permit Transfer / Renewal Form (SBD-6399) to be submitted to the
county prior to installation
5. Onsite sewage systems must be properly maintained. The septic tank(s) must be pumped by a licensed pumper whenever
necessary, usually every 2 to 3 years.
6. If you have questions concerning your onsite sewage system, contact your local code administrator or the State of
Wisconsin, Safety and Buildings Division, 608-266-3151.
To be complete and accurate this sanitary permit application must include:
1. Property owner's name and mailing address. Provide the legal description and parcel tax number(s) of where the
system is to be installed.
II. Type of building being served. Check only one and complete # of bedrooms if 1 or 2 Family Dwelling.
lll. Building use. If building type is public, check all appropriate boxes that apply.
IV. Type of permit. Check only one on line A. Complete line B if permit is for tank replacement, reconnection, or repair.
V. Type of system. Check appropriate box depending on system type.
VI. Absorption system information. Provide all information requested for numbers 1 through 7.
VII. Tank information. Fill in the capacity of every new/or existing tank, list the total gallons, number of tanks and
manufacturer's name, indicate prefab or site constructed and tank material. Complete for all septic, pump/siphon and
holding tanks for this system. Check experimental approval only if tanks received experimental product approval from
DILHR.
VIII. Responsibility statement. Installing plumber is to fill in name, license number with appropriate prefix (e.g. MP, etc.),
address and phone number. Plumber must sign application form.
IX. County/ Department Use Only.
X. County/ Department Use Only.
Complete plans and specifications not smaller than 8 1/2 x 11 inches must be submitted to the county. The plans must
include the following: A) plot plan, drawn to scale or with complete dimensions, location of holding tank(s), septic
tank(s) or other treatment tanks; building sewers; wells; water mains/water service; streams and lakes; pump or siphon
tanks; distribution boxes; soil absorption systems; replacement system areas; and the location of the building served;
B) horizontal and vertical elevation reference points;-C) complete specifications for pumps and controls; dose volume;
elevation differences; friction loss; pump performance curve; pump model and pump manufacturer; D) cross section
of the soil absorption system if required by the county; E) soil test data on a 115 form; and F) all sizing information.
GROUNDWATER SURCHARGE
1983 Wisconsin Act 410 included the creation of surcharges (fees) for a number of regulated practices which can
effect groundwater.
The monies collected through these surcharges are used for monitoring groundwater contamination investigations
and establishment of standards.
!9
~d
LV SAFETY AND BUILDINGS DIVISION
t 2226 Rose Street
Mir 6 -f
/sconi `i ~f ASR~C` ng 1 La Crosse, WI 54603
deRBCt(T1F:n CO[11t11E'CCE' sVSY Tommy G. Thompson, Governor
03-Nov-97 ,Gott William J. McCoshen, Secretary
Wegerer Soil Testing & Desig ICK COLTRAIN
421 N Main St
PO Box 74
River Falls WI 54022
RICK COLTRAIN Plan ID 9720860
SW, SE,26,28,17W
Municipality of RUSH RIVER Inspector: Leroy G. Jansky
County of St Croix (715) 726-2544
Private Sewage plans including the following element(s):
MOUND 600 GPD
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(2)(e), Wisconsin Statutes, is responsible for
compliance with all code requirements.
This plan action is subject to the conditions listed on the following page(s).
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. All permits required by the state or local
municipality shall be obtained prior to commencement of construction/installation/operation.
This project is under the supervision of a state inspector. As inspection concerns arise feel free to
contact the state inspector at the number listed. The inspector for this project is listed above.
Inquiries concerning this correspondence may be made to me at the telephone number listed below, or
at the address on this letterhead. Please refer to Plan ID number listed at the top of this page when
making an inquiry or submitting additional information.
Sincerely,
r
erard M. Swim
POWTS Plan Reviewer
(608) 785-9348
SAFETY AND BUILDINGS DIVISION
2226 Rose Street
LaCrosse, Wisconsin 54603
~scons~n
Department of Commerce Tommy G. Thompson, Governor
William J. McCoshen, Secretary
Page 2
9'7 2 0 8 6 0
- A Sanitary Permit must be obtained from the County where this project is located in accordance with the
requirements of Sec. 145.135 and 145.19, Wis. Stats, prior to installation.
- Inspection of the private sewage system installation is required. Arrangements for inspection shall be made with
the designated county official in accordance with the provisions of Sec. 145.20(d), Wis. Stats.
SBD-5524-E (R.07/96) File Ref:
i
Page of 6
MOUND SYSTEM
FOR
A L/ BEDROOM RESIDENCE 000
LOCATED IN THE 1/4 OF THE SE 1/4 OF SECTION Zb T _Z8 N, R 0 W,
TOWN OF v Std ll~~T2 ST- C12olX COUNTY, WISCONSIN.
INDEX
RECF~V~
PAGE 1of 6 TITLE SHEET °Cr
PAGE 2 of 6 PLOT PLAN 2
PAGE 3 of 6 PLAN VIEW-CROSS SECTION. SAFFErv 199j
PAGE STRIBUTI.
ON PI PAGE 5 of b PLUMP NG CHAMBERPE LAYOUT ~ B(pps p/V •
FA GE 6 of 6 PUMP PERFORMANCE CURVE
PREPARED FOR
R t ck Ftm c l Cc~c't°tZ1r.~
6Z
3tDw1", wl sl4o6z
PREPARED BY
WECCEFZEFR SOIL . TESTING
AND .
I3ES = GtV S~E~~.1 I CE ~e1~
\Scopis
F.R. BOX 74 421 K. KAIM ST. ~...»»N...y
RIVET FALLS. VI 54022
715-424"165 S ARTHUR L.
WFGEAER
0.975
W='ORTH.
P•~•w orally 7 .
colldItt
p P Rof COM ~V►,DINGS
fE~Y J► 10 - Z4 7
PARSM~R
p1V1S10G 4f
v~ y(J, •
Np~NCE
E COR~~S
JOB NO . Q~ `3 Z
` y PLOT PLAN
Page of 6
Scale 1" 50'
4 CDR`
4.1tu k ~yv`s ~`1
`Jor 4.4PvC
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- -8 o' ot= y" pvC
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• ap rs TTtudn aq-4 bu rpuod uana zd oq punow punoa Ja4vm aopg.zns glaATO • g
ysad 9 'lam Ls =A) da1, , ob';.o i 1-a - ~8 y-
ac+i c1 act „1 ~o dn-L coo ,o•Qo1 - k~ NJL-W gouas • 5
itr~l11 n►~1a1s1MC\1W "uig Clgp~ ag wry . asoo ant lS jc1 M~1ls r-llzIw
Aq p@angopjnu-ew AgTopdpo uoTT-2b oQ2~ aq oq Xu*e,. oz-.daS. - t,
(peaTnbaa Z •sdpo panozddu ggTm sad-rd uoz~.an.zasgo ,:V TTPgsul •C
(pa.zznbaa • TP'GgPT qOP@ go pua qp s.zax-T. quaumtzad TTP4sul • Z
•pa40u asTMI@ggO ssaTun suoz4LnaTa puno.zb bu-rgszxa a.za uMogs suotgPnaT3 •T
:SaION
~nt1 ' M'4) k8 L,~t
a : page-<3 Of -6
Approved Synthetic Covering
FZ1S-rm c 33 Distribution Pipe
Medium Sand
_ H _ G
Topsoil . F Elev. 106•ZS
p
3 E
„
b
y % Slope
Bed Of iM 2 %2 Force Main Plowed
Aggregate From Pump Layer
D t.o Ft.
Cross Section Of A Mound System Using E N •32 Ft.
A Bed For The Absorption Area F 0A Ft.
G I. o Ft.
A 8 Ft. H 1. S Ft.
Linear Loading Rate= 9•S GPD/LN FT B 63 Ft.
Design Loading Rate= o_~.GPD/SQ FT j Ft.
J S Ft.
K Ft.
Alteind! L 8S Ft.
W 3 Z Ft.
L
P
Observation Pipe---,,"
.t
A --------------------.I
Force Main
Distribution Bed O.f 2"- 2.2
Pipe Aggregate
Observation Pipe Permanent Markers
(Anchor securely)
N0,TE* )Ipv j 1S C~a.► e,~JC UPSIt~AE
s~~ P~-oT PLC Z of
Plan View Of Mound Using A Bed For The Absorption Area
Page '1.Of 6
Perforated Pipe Detail
0
End We,
Perforated
End Cop. PVC Pipe Install permanent marker
Z - ~a~,ooo~~~ at end of each lateral
Holes Located On Bottom,
Are Equally Spaced
Q S
PVC Force Main
P
PVC
Manifold Pipe
Distri ution
Pipe
Last Hole Should Be I
Next To End Cop
End Cap
P 30 Ft.
Distribution Pipe Layout S V Ft.
X y8 Inches
Y V'6 Inches
Hole Diameter Inch
Lateral 1 Inches
Manifold Inches
Force Main Z Inches
# of holes/pipe $
Invert Elevation of Laterals 16L1S Ft.
$x1-0z 9.16X4= 3-7.VV G1~ l
Place 1st hole 14rffrom center of manifold with succeeding holes
at L/t5' intervals. Last hole to be next to the end cap.
PUMP CHAMBER CROSS SECTION AND SPECIFICATIONS PAGE S OF
VENT CAP
4'C.1- VENT PIPE WEATHER PROOF
APPROVED LOCKING MANHOLE
JUMCTIOW BOX COVER WITH WARNING LABEL
~ lO' FROM DOOR, 12•MIU.
wwo0W OR FRESH I
AIR INTAKE I
GRADE
U q s t I 40MIM
Q. l I
i H' MI IJ.
CONDUIT L
-
IALC T PROVIDE I 11~
AIRTIGHT SEAL i
I I
APPROVED JOIIJT/ A Tank construction shall comply I APPROVED JOINTS
with ILHR 83.15 and ILHR 83.20 I II
I i ALARM
I 11
8 ( I
I ON
C I I
95.00 - I
LLEV. FT PUMP-, --i
OFF
0
LL- OI L/• b o CONCRETE BLOCK
3" APPRa/E~
RISER EXIT PERMITTED ONLY IF TANK MANUFACTURi~R HAS SUCH APPROVAL gEppINQ
SPECIFICATIOMS ~-LLLL
DOSE N11~{~ s `Q~ ptZ s't- NUMBER OF DOSES: 3 ~ PER DAU
TANK MAIJUFACTUitER:
TANK SIZE: \bO0 GALLONS DOSE VOLUME t
V7LtL n-O S%IS`j)E~1 S IAICLUOIAI6 BACK►LOW: _Z2$ GALLONS
S . S'.
ALARM MAS!lLtFACTURE.R:
-41
MODEL WUMBCR: I0 ~ Nw CAPACITIES: A= 1(:) I , CHES OR GALLOWS
SWITCH TYPE: M'I t~°~2Y 5= Z INCHES OR SZ G(LLOW5
PUMP MMJUFACTURER: Cz. Cm $ INCHES OR 22t) GALLONS
MODEL NUMBER: gg D= 1Z INCHES OR 31Z GALLONS
t'1L~RC`lJ~t-Y MOTE: PUMP AMD ALARM ARE 1
TO DE
SWITCH TYPE:
INSTALLED OM SEPARATE CIRCUITS
MIIJIMUM DISCHARGE RATE 32'4N GPM
VERTICAL DIFFERENCE DETWEEN PUMP OFF Aw-DISTRIBUTION PIPE.. 1 •15 FEET
+ MINIMUM NETWORK SUPPLY PRE55URE . . . . . 2.50 FEET
SS FEET OF FORCE MAIM X IIV F~otr.FRICTIOW FACTOR. ~•SI FEET
. ' TOTAL D!JUAMIG HEAD = 5 FEET
DIAMETER - a
t
JUTERLIAL DIMEIJSMIJ~ OF TANK: LEM&TH - ;WIDTH --~iLIQUID DEPTH 3._ $ tL
BOTTOM AREA 231= GAL/INCH
AS PER MANUFACTURER = 2.'6.0 GAL/INCH ,
- - ~RG~6 of S
• f W W HEAD CAPACITY CURVE 3 7/8 6 1/4
' MODEL "98" 4 5/8
o
8
2
0 3 5/8
s 0 ® O
v + +
} 15 \ 76 !
a 4 ® 4 3/16
0 10
2
5 1 1/2-11 1/2 NPT
0
U.S. GALLONS 10 20 30 40 50 60 70 80
LITERS 80 160 240
0 FLOW PER MINUTE
TOTAL DYNAMIC HEADIFLOW PER MINUTE
EFFLUENT AND DEWATERING
CAPACITY 12
HEAD UNITS/MIN
FEET METERS GALS LTRS
5 1.52 72 273 I
10 3.05 61 231
15 4.57 45 170 4 3/16
20 6.10 25 95
Lode Valve 23'
SK1102
CONSULT FACTORY FOR SPECIAL APPLICATIONS
• Electrical alternators, for duplex systems, are available and • Variable level float switches are available for controlling single
supplied with an alarm. and three phase systems.
• Mechanical alternators, for duplex systems, are available with • Double piggyback variable level float switches are available
or without alarm switches. for variable level long cycle controls.
SELECTION GUIDE
1. Integral float operated 2 pole mechanical switch, no external control required.
Standard all models - Weight 39 lbs. - % H.P. 2. Single piggyback variable level float switch or double piggyback variable level,
98 Series _ Control Selection float switch. Refer to FIA0477.
Model Volts-Ph Mode Amps Simplex Duplex 3. Mechanical alternator 10-0072 or 10-0075.
M98 115 1 Auto 9.4 1 or 1 &7 - 4. See FM0712, for correct model of Electrical Alternator, E-Pak.
N98 115 1 Non 9.4 2 or 2 & 6 3 or 4 & 5 5. Control switch 10-0225 used as a control activator, specify duplex (3) or (4)
float system.
D98 230 1 Auto 4.7 1 or 1 & 7 - 6. Four (4) hole J-Pak, junction box, for watertight connection or wired-in
E98 230 1 Non 4.7 2 or 2 & 6 3 or 4 & 5 simplex or duplex operation, 10-0002.
7. Two (2) hole J-Pak, for watertight connection or splice.
CAUTION
ForinfonnationonadditionalZoellerproductsrefertocatalogonCombination Starter, FM0514;Piggyback All installation of controls, protection devices and wiring should be done by a
qualified
Variable LevelSwitches,FM0477;Electrical Alternator, FM0486;MechanicalAltemator,FM0495;Sumpt licensed electrician. All electrical and safety codes should be followed including
the most
Sewage Basins, FM0487; and Single Phase Simplex PumpControllAlarm Systems, FM0732. recent National Electric Code (NEC) and the Occupational Safety and Health Act (OSHA).
RESERVE POWERED DESIGN
For unusual conditions a reserve safety factor is engineered into the design of every Zoeller pump.
MAIL TO: P.O. BOX 16347
Louisville, KY 40256-0347 Manufacturers of..
O SNIP TO 3649 Cane Run Road
Louisville, KY 40211-1961 Qu urrCL4.FS SacE /-907
/ nwa lO. (502) 778 FAX -2731 (800 8-PUMP
z (502) 774-3624
Wisconsin Department of Industry, SOIL AND SITE EVALUATION REPORT Page 1 of 3
Labor -and Human Relations
Division of Safety & Buildings in accord with ILHR 83.05, Wis. Adm. Code
COUNTY
St. Croix
Attach complete site plan on paper not less than 8 1/2 x 11 inches in size. Plan must include, but pARCE
not limited to vertical and horizontal reference point (BM), direction and % of slope, scale or
dimensioned, north arrow, and location and distance to nearest road. - 1~
R BY
APPLICANT INFORMATION-PLEASE PRINT ALL INFORMATION
J
j A.Zf Rrrv.-
PROPERTY OWNER: PROPERTY LOCATION
Rick & Cheri Coltrain GOVT. LOT SW 1/4 SE P 26,71 9 2- 5
T-NO
PROPERTY OWNERS MAILING ADDRESS LOT # BLOCK # SUED. %,s CSM box 62 na na 40 -1"
CITY, STATE ZIP CODE PHONE NUMBER ❑CITY ❑VILLAGE 42grOWN fJfriAREST'RID .
Baldwin, WI. 54002 ( ) na Rush River f~' 10th. IYv`
[x] New Construction Use [ :4 Residential ! Number of bedrooms 4 Addition to existing building -
j ] Replacement Public or commercial describe
Code derived daily flow 600 gpd Recommended design loading rate . 4 bed, gpd/0 .5 trench, gpd/ft2
Absorption area required 500 bed, ft2 500 trench, ft2 Maximum design loading rate • 4 bed, gpd/ft2 .5 trench, gpd/ft2
Recommended infiltration surface elevation(s) 106.25 ft (as referred to site plan benchmark)
Additionai design/ site considerations system el based on contour line of 105.25'
Parent material sandstone uplands Flood plain elevation, if applicable na ft
S = Suitable for system CONVENTIONAL MOUND IN-GROUND PRESSURE AT-GRADE SYSTEM IN FILL HOLDING TANK
U = Unsuitable fors stem ❑ S 5 ® S ❑ U ❑ S ®U ❑ S [RU ❑ S ®U ❑ S MU
SOIL DESCRIPTION REPORT
Depth Dominant Color Mottles Texture Structure Consistence Bour>dary Roots GPD/ft
Boring # Horizon in. Munsell Qu. Sz. Cont. Color Gr. Sz. Sh. Bed Twich
1`'' 1 0-12 10 r3 3 none sl 2msbk mfr
2 12-28 10yr4/4 none scl 2csbk mfr CTW if .4 .5
Ground 3 28-50 10yr7/4 2p2.5yr4/8 Sandstone Residuum na n n
elev.
104.55 ft.
Depth to
limiting
factor
28"
Remarks -
Boring #
1 0-11 10yr3/3 none sl 2msbk mfr w 2f .5 .6
.4 ':.5
C1W
2 11-28 10Yr4/4 none scl 2csbk mfr
Ground 3 128-35 10 r4 3 none
10~ I75 ft. 4 35-48 10 r7/3 none Sands one Resid um no :no
Depth to
limiting
factor
35"
Remarks:
CST Name:-Please Print Phone:
Gar L. Steel -
Address: 1554 400th. Ave., w Richmond, WI. 54017 m02298
Signature: Date: CST Number:
7-16-96
PROPERTYOWNER Rick Coltrain SOIL DESCRIPTION REPORT 2 oft
PARCEL I.D. # 028-1036-80
Depth Dominant Color Mottles Texture Structure Consistence Bound3y Roots GPD/ft
Boring # Horizon in. Munsell Qu. Sz. Cont. Color Gr. Sz. Sh. Bed Trench
1 0-11 10 r3 3 none S1 2msbk mfr Qw 2f .5 .6
3
2 11-29 10 r4/4 none scl 2csbk mfr w if .4 .5
Ground 3 29-50 10 r7/3 none Sands one Resid um na n n
elev.
104.05 ft.
Depth to
limiting
factor
29"
Remarks:
Boring #
:,.;<.1 0-12 10 r4 3 none sl 2msbk mf
2f .5 .6
4 <`k 2 12-31 10 r4 4 none scl 2msbk mfr if .4 .5
Ground 3 31-50 10 r6 8 none sandsione Residuum nn inn I
elev.
106.10 ft.
Depth to
limiting
fait or
Remarks:
Boring #
Ground
elev.
ft.
Depth to
limiting
factor
Remarks:
Boring #
Ground
elev.
ft.
Depth to
limiting
factor
Remarks:
SBD-8330(R.05/92)
STEEL'S SOIL SERVICE
Gary L. Steel Rick & Cheri Coltrain 1554 200th Ave.
CSTM2298 SW4SE4 S26-T28N-R17w New Richmond, WI 54017
MPRSW 3254 town of Rush River (715) 246-6200
t
N
1'=40'
Bm.= top of 1" pvc pipe C el. 100'
Alt. BM.= top of steel fence post C el. 103.90'
Q
,ski
lV v
C114~ k4
Gary L. Steel
7-16-96
.
! C Zoo.
Ofd 0~~
6x~ 1 ~ o -
0
WE
29
i if+
11/93
CkmlC~g,o-
c6D
qD Oo.reJ
00 a ~IC~l ~ ~.T.
h~_ J
5''G ? ?2 G ^~1
V
x4nature
Date ~t Zs
OF -a%
-567720 STATE BAR OF WISCONSI% FORM 2 - 1982
WARRANTY DEED
DOCUMENT NO. VOL E,71- ma46 ,
Ni
Alat[torld 0 Jacobson and Bernieoe I. Jacobson, REGiSTER' S OFFICE
- wi e, ST, CROIX CO., WI
and Recd for Record
OCT 31 1997
conveys and warrants to Ricky (bltrain and Cheri
C7oltrain husband and wife 9:30 AM
T' nd4 Reglator of Deeds
THIS SPACE RESERVED FOR RECORDING DATA
NAME AND RETURN ADDRESS
et C r0jX County. Sr~y F tna r..~► 6A- k t. 4.
the following described real estate in
' State of Wisconsin: (S n u : S S 1•f t t
pad-~u~~r go
,a - PARCEL IDENTIFICATION NUMBER
SW114 of SE1/4, Section 26-T28N-R17W. /F
EXEMPT
k:
This is not homestead property-
X0= (is not)
Exception to warranties: Easements, restrictions and rights-Of-way of record, if any.
, A.D., 19_.
Dated th day of
(SEAL) (SEAL)
Berniece I. J
Namor130. Jacobson
(SEAL) (SEAL)
AUTHENTICATION ACKNOWLEDGMENT
a
Namond o Jacobson State of Wisconsin,
' Signature(s)
BernLieee I ,,_Jacobson County
authenticate (dater , 19-97-- Personally came before me this day of
nticate h day of t
19 , we above named
Y.ristina land
TITLE: MEMBER STATE BAR OF MOSCONSIN -
(if not, d the foregoing
authorized by §?06 06, ~Vis. Stats) to me known to be the person who Pxecuce ' instrument and acknowledge the same.