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Wisconsin Department of Commerce
Safety and Buildings Division PRIVATE SEWAGE SYSTEM / Count8 CROIX
INSPECTION REPORT i
GENERAL INFORMATION (ATTACO TO PERMIT) Sanita rj24r6i1P&.:
�pP�errrssootnal information you provice may be used for secondary purpo es [Privacy L3Lw, s.15.04 (1)(m)).
HANllRMPf I, m5ENNY [Aft j (z Town of: State Plan ID No.:
CST BM Elev.: Insp. BM Elev.: BM Description: Parcel &34QI *1005- 40-000
I0q. & Tep C 6& �,
TANK INFORMATION ELEVATION DATA A9800500
TYPE MANUFACTURER CAPACITY STATION BS HI FS ELEV.
ptc Benc r�C a D?j .63 i
Dosing IPOP -,2S 1043) /Oc/
Aeration Bldg. Sewer _/ 0 , W1 19-1 1 0 ?
Holding Inlet [ 04.63 Ia. a-
TANK SETBACK INFORMATION St/ Ht Outlet
TANK TO P/ L WELL BLDG. Ventto ROAD Dt Inlet
Air Intake
l� NA Dt Bottom _ 0 95 6 – 78 . - 7 7
Dosing r r �� NA Header/ Man. ro - 110-79I.QVIR 93 stc
Aeration
Dist. Pipe g3 .5r
Holding Bot. System f�, $1 qa • I: k
PUMP/ SIPHON INFORMATION73 a Final Grade
Manufacturer Demand
Model Number I 3%4GpM
�f7
TDH Lift1q:1 Lriction System3 Z TDH)q,q Ft
Forcemain Length 5V' Dia. n Dist. To Well
SOIL ABSORPTION SYSTEM
E TRENCH Width ® Length , No. Of Trenches PIT No. Of Pits Inside Dia. Liquid Depth
MEN I N DIMENSION
SETBACK
SYSTEM TO /L BLDG WELL LAKE/STREAM LEAC NG Manufacturer.
INFORMATION Type Of i f CHA R um er:
System: jrc) 1� — OR UNIT
DISTRIBUTION SYSTEM
Header/Manifold Distribution Pipe(s) / x Hole S J ze x Hole Spacing Vent To Air Intake
Length Dia. Length
11
I � Dia. �Z r Spacing — 3! 7 v
SOIL COVER x Pressure Systems Only xx Mound Or At -Grade Systems Only
Depth Over Depth Over xx Depth Of xx Seeded/ Sodded T�ulched
Bed /Trench Center Bed / Trench Edges l Topsoil ( ` �es C] No es ❑ No
COMMENTS: (Include code discrepancies, persons present, etc.) as ° 83 '►° `'z
LOCATION: SPRINGFIELD 03.29.15.42A,SW,NW 1157 HIGHWAY 128
P�avv,-rw sot ��v IZ = �!I$' OtC', 4,c,
Sl, (4a Re w4 ✓ � ` °eel
V
Plan revision required? [ U No
Use other side for additional information. L F
SBD -6710 (R.3/97) Date Inspector's Signature Cert. No.
Safety and Buildings Division
SANITARY PERMIT APPLICATION 2 01 E. Washington Ave.
Wisconsin 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. ST e- '
• See reverse side for instructions for completing this application State Sanitary Permit Number
y ou p rovide may be used b other g overnment agency p rograms " Z �' .v
The information
y p y y 9 9 y p g [ - ]Check if revision to previous application
[Privacy Law, s. 15.04 (1) (m)].
State Plan I.D. Number
I. APPLICATION INFORMATION -PLEASE PRINT ALL INF RMATION f 5' S'9
Property Owner Name Property Location
cV 1i4 v4, S T , N, R /_r (or
Property Own 's Mailing Address Lot Number Block Number
//-S 411 /2. S' �- I —
C^iity,,, State Zip Code Phone Number Subdivision Name or CSM Number eZ
II. TYPE OF B IL ING: (check one) ❑ State Owned it Nearest Road
p Village / 2— s/
Public 1 or 2 Family Dwelling - No. of bedrooms own OF .S 1�t c /
III. BUILDING USE (If building type is public, check all that apply) Parcel Tax Number(s)
1 ❑ Apartment/ Condo O3 100-S " V
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 lew 2. ❑ Replacement 3_ E] Replacementof 4 E] Reconnection of 5 ❑ 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),Mound 30 ❑ Specify Type 41 ❑ Holding Tank
12 ❑ Seepage Trench 22 ❑ In- Ground Pressure 42 ❑ Pit Privy
13 ❑ Seepage Pit 1" 43 E] Vault Privy
14 E] System-In-Fill Ct {CY U . 23.
VI. ABSORPTION SYSTEM INFORMATION:
1. Gallons Per Day 2. Absorp. Area 3. Absorp. Area 4. Loading Rate 5. Perc. Rate 6. Syst mPv. 7. Final Grade
Required (sq. ft.) Proposed (sq. ft.) '(Gals/day/sq. ft.) (Min. /inch) ''T•�S Elevation
S7? '3 3 7S` (.Z Feet 5%,K Feet
VII. TANK Capacit in gallo Total # of Prefab. Site Fiber- Exper.
INFORMATION Gallons Tanks Manufacturers Name Concrete Con- steel glass Plastic App
New Exist in structed
Tanks Tanks
ept lank efdtffj ia�ik /pQU / (mo ` ✓ � — ❑ ❑ ❑ ❑ ❑
Lift Pump Tank /S e -- 16 1 ❑ I ❑ I ❑ ❑ 1 ❑
. RESPONSIBILITY STATEMENT
I, the undersigned, assume responsibility for installation of the onsite sewage system shown on the attached plans.
Plumber's Name: (Print) Plumber's Signature: (No Stamps) MPRSW NO.: Business Phone Number:
ZZ k Zs".77
Plumber's Address (SUeet, City, State, Zip Code):
(/f 1 L,/( Y
IX. COUNTY / DEPARTMENT USE ONLY
❑ Disapproved anitary Permit Fee (includes Groundwater Issuin Agent Signature (No Stamps)
Surcharge Fee)
`-J Approved E] Owner Given Initial qr z tfveT3e nation 5 O `�' Q �
. CONDITIONS OF APPROVAL EASONS FOR DISAPPROVAL:
�wvei/ musf (ruI inn �e�►� -irf �vvt1 �-�pWv► (��j�l�iv�� �
J
S813-639a (R.111/96) DISTRIBUTION: Original to County. One copy To: Safety 8 Buildings Division, Owner, plumber
Safety and Buildings
+ I 15837 USH 63
HAYWARD WI 54843 -8107
,��O��I� Tommy G. Thompson, Governor
Philip Edw. Albert, Acting Secretary
Department of Commerce
September 29, 1998
CUST ID No.270108
MIKE WILSON
HILLTOP EXCAVATING
888 STATE RD 46
AWRY WI 54001
RE: CONDITIONAL APPROVAL Identcatiatt llulxs
APPROVAL EXPIRES: 09/29/2000
Transaction ID No. 148901
Site ID No. 161035
SITE: Please refer:to both xdezlt�i 'ttatl ttuimber
Site ID: 161035 abcave, =�fn alle,agenc
ST CROIX County, Town of SPRINGFIELD Conditionall
SWI /4, NWI /4, S3, T29N, R15W
DENNY HANDRAHAN RES MOUND SYSTEM
A PPROVE D FOR:
Description: NEW MOUND SYSTEM DEPAF TMENT OF COMMERCE
DI ION OF SAFETY AND BUILDINGS
Object Type: POWT System Regulated Object ID No.: 427574
SEE ESPONDENCE
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:
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 local municipality shall be obtained prior to commencement of
construction /installation/operation.
Inquiries concerning this correspondence may be made to me at the telephone number listed below, or at the address
on this letterhead.
Sincerely,
DATE RECEIVED 09/22/1998
FEE REQUIRED $ 180.00
CARL J LPERT WASTEWATER SPECIALIST FEE RECEIVED 1
C VED $ 80.00
Field Operations BALANCE DUE $ 0.00
(715)634-3484,
CLIPPERT @COMMERCE. STATE. WI.US
RESIDENTIAL MOUND DESIGN
INDEX AND TITLE SHEET
Project Denny Handrahan
Owner Denny Handrahan
Address 1157 Hwy. 128
Glenwood City, WI 54013
Legal Description SW 1/4, NW 1/4, S 3, T 29, N, R 15 W
Township Springfield County St. Croix P.U. T.a,
C owl — it one a!'i
Subdivision Name N/A Lot No. N/A
— – — — RO" 'D
Parcel ID Number 034 - 1005 -10
DEPAf.TMENT OF COMMERCE
D�ION OF SAFE AND BUILDINGS
Plan ID Number
/ _
SEE C6FKSPONDENCE
INDEX SHEET PAGE ONE
MOUND CALCULATIONS PAGE TWO
MOUND DRAWINGS PAGE THREE
PRES. DIST. CALCS. & LATERALS PAGE FOUR
PUMP TANK DRAWINGS PAGE FIVE
PUMP CURVE PAGE SIX
TANK SPECS PAGE SEVEN
PLOT PLAN PAGE EIGHT
PERC TEST PAGE NINE
Designer Michael E. Wilson License Number 225150
Signature ��� C.,e�__. Phone No. 715 - 268 -6626
Date September 21, 1998
Notice: Tampering with this file by unauthorized persons is prohibited.
Deliberate modification will result in disciplinary action under s. 145.10, Wis. Stats.
SBD- 10462 -E (R.04/97) Page 1 of 9
/�/? O
RESIDENTIAL MOUND DESIGN
Eight Bedroom Maximum
Complete information in red framed boxes as necessary.
(y or n) n Is the system over creviced bedrock?
Slope 9 %
Number of bedrooms 3
Wastewater flow rate 450 gpd 11703.3lLpd
Depth to limiting factor 26 in 1 66.0 1cm
In situ soil infiltration rate (code) 1 0.4 gpd /ft 16.3 L /m
Contour line below the upslope edge of absorption cell =ft 27.99 m
Use standard fill depths? x OR Designer speed depth in L cm
Place X in box to use standard depths (12, 24, A +4 inclusive) OR specify design fill depth.
Center or end manifold a (c ore) Estimated hole space 4 ft Not a final calculation.
Lateral spacing 3 ft Minimum dose >= 10 times void volume
Use a ll lateral spacing for trenches. Pump tank elevation 76.63 ft Outside bottom oftank
Number of laterals Force main diameter 2 in
Force main length R�Ift Force main actual dia. 1 2.067 lin
SYSTEM SOLUTIONS Inch - pounds Metric Cell media "x" one only.
Estimated daily flow 450 gpd F 1 Lpd x Aggregate and pipe
Chamber and pipe
Absorption cell
Design load rate & area 1.2 gpd�ft2 375.0 ft 34.84 m
Linear load rate 7.1 gpd /ft 88.0 Lpd /m
Design width (A) 6 ft 1.83 m
Cell length (B) 63.0 ft 19.20 m
Depth of cell (F) 9.9 in 25.1 cm
Sand filter
Upslope fill depth (D) 12.0 in 30.5 cm
Downslope fill depth (E) 18.5 in 47.0 cm
Basal area required (gpd /infiltration rate) 1125 ft 104.52 m
Supporting components
Topsoil depth 6.0 in 15.2 cm
Subsoil depth at center 12.0 in 30.4 cm
Subsoil depth at cell wall 6.0 in 15.2 cm
End slope toe length (K) 10.8 ft 3.29 m
Upslope toe length (J) 6.7 ft 2.04 m
Downslope toe length (1) 13.8 ft 4.21 m
Total mound length (L) 84.6 ft 25.79 m
Total mound width (W) 26.5 ft 8.08 m
Project: Denny Handrahan
Plan I.D. Page 2 of 9
MOUND PLAN VIEW
observation pipes (typical)
J
W= 1 26.5ft A A= 6.0 ft 1.83m
8.08m - B= 63ft 19.2m
B -K J= 67ft 2.04m
I 1 = 13.8 ft 4.21 m
T K= 10.8ft 3.29m
L = 84.6 ft
25.8 m typ. obs. pipe
A X B refers to absorption cell width and length (anchored securely)
J = upslope width
I = downslope width
K = end slope dimension 6° (150 mm)
T
MOUND CROSS SECTION
T subsoil cap D = 12.0 in 30.5 cm
lateral topsoil E = 18.5 in 47.0 cm
invert F 93.3 F = 9.9 in 25.1 cm
elev. 28.44 m see note �F G = 12.0 in 30.4 cm
�
D AS C33 H = 18.0 in 45.6 cm
TM
Sys. 92 ft �'� Sand Fill
elev. 28.29 m 91.8 ft contour 9%
27.98 m slope -�
l /'� Note: Absorption cell media will
D = upslope fill depth plowed layer consist of aggregate and pipe
E = downslope fill depth or leaching chambers and pipe
F = absorption cell depth as specified FqChamber Aggregate
G = subsoil + topsoil depth at cell wall at right.
H = subsoil + topsoil depth at cell center
Designer notes:
If aggregate is used, it is covered with code compliant material.
Project: Denny Handrahan
Plan I.D. Page 3 of 9
PRESSURE DISTRIBUTION CALCULATIONS
Absorption cell Inch - pounds Metric
Width (A) 6 Ift 1 1.83 m
Length (B) 63.0 Jft 1 19.2 Im
Lateral specifications
Number laterals 2
Holes /lateral 16 holes
Lateral length 60.0 ft 18.3 m
Perforation dia. 0.25 in 6.4 mm
Lat. dis. rate 18.64 gpm 1.2 Us
Sys. dis. rate 37.28 gpm 2.4 Us
Hole spacing 48 in 121.9 cm
Lateral diameter Pipe diameter Design options Design choice
Designer must 1 in /25 mm Place X in red
X' one choice 1 1/4in/32 mm box of chosen
from the options 1 1 /2in /40 mm X x diameter.
provided. 2in /50 mm X
3in/75 mm I X
Manifold diameter Pipe diameter Design options Design choice
Designer must 1 in /25 mm
X' one choice 1 1/4in/32 mm Place X in red
from the options 1 1 /2in /40 mm X box of chosen
provided. 2in /50 mm X x diameter
3in/75 mm I X
4in /100 mm I X
Distribution system contains 2 lateral(s)
LATERAL DIAGRAM - END CONNECTION
Place correct lateral diagram by clicking in one of the drawings at right and dragging the diagram into this area.
Laterals centered over the A & B dimension Last hole drilled next to end cap end Icap
P
All laterals are identical i <- X ---> Holes drilled on the bottom of the lateral
equally spaced S
•
Force main connection via tee or cross to manifold at any point. Laterals & Force main OF PVC Soh 40
•
=permanent end marker (per COMM Table 84.30 -5)
Inch - pounds Metric
Lateral length (P) 60.0 ft 18.29 m
Lateral spacing (S) 3 ft 0.91 m
Manifold length 3 ft 0.91 m
Hole diameter 0.25 in 6.35 mm
Lateral diameter 1.5 in 40 mm
Number of holes per pipe 16
Invert elevation of laterals 93.3 ft F 2 m
Project: Denny Handrahan
Plan I.D. Page 4 of 9
0 Cob 62,32
100
Total dynamic head
System head = 3.25 ft 0.99 m
Vertical lift = 16.10 ft 4.91 m Are laterals the highest point in the
Friction loss = 2.32 ft 0.71 m system? Yes ,.x., here. x
Total dynamic head = 21.67 ft 6.61 m If no, what is the highest elevation
Dose Volume downstream of pump?
Lateral void volume = 12.7 gal 48.1 L Force main drain
Minimum dose= 127.0 gal 480.7 L back to tank? ("x" one)
Drain back = 17.4 gal 65.9 L x Yes
Dose volume = 144.4 gal 546.6 L No
Typical Pump Chamber Layout
In combination with state approved treatment tank. Tank construction as per Comm 83.20(3) WAC.
approved manhole cover
T weather proof w /warning label and padlock
grade levels junction box ->
quick disconect grade levels
alternate
4" vent pipe __ electric as per NEC 300 and outlet
Comm 16.28 WAC
location 18" (46 cm) min.
wall of pump L- approved
chamber or outlet
combination 7 joint
tank
A 1/4" weep Grade levels
alarm on hole as pump tank manhole = 4" min. above finished grade
pump on B necessary pump tank man. =100 mm min above finished grade
C vent = 12" min. above finished grade
pump 77.2 ft vent = 300 mm min. above finished grade
off elev. 23.5 rn
D
3 " (75 mm) of bedding under tank and anchor tank as necessary 76.6 ft Pump tank elevation
23.3 m bottom of tank
Tank specifications: Wieser
Pump tank = 11.8 gal /in
Pump tank volume = 600 Igal Capacities Inches Gallons
A= 32.6 384.8
Pump manufacturer: Zoeller B = 2 23.6
Pump model number: 1140 C = 12.2 144.4
D = 4 47.2
Project: Denny Handrahan
Plan I.D. Page 5 of 9
v, TOTAL DYNAMIC HEAD /CAPACITY
W HEAD CAPACITY CURVE PER MINUTE A a
MODEL 137 - 139 - 140 -4140 EFFLUENT AND DEWATERING
I.- C
MODELS 137/139 140/4140
14
4P
Ft. Meters W. U. Gel. Ltr9.
e 133 93 352 N 36e
12 0 10 'As 79 391 90 341 --
140,4140 .31 9a 242 Y 314
�5 20 9do 38 in 73 V4
t0 _ to I'm a 30 93 238 o 1 1/2 - 11 1/2 NPT
30 9.14 - - 33 3o1
e 137,139 35 1037' - - 42 193
$s 40 12.19
9 4s
V
C IS I ._ E I
0
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O i0 -
1 I j F j
2 L SK373
s )
� A B C 0 E F
°
00992, 137/139 4 314 7 318 8118 4 314 123/4 4
U.S. GALLON 10 20 40 So so 0 s0 90 100 110
LITERS so I O zoo .320 400 140 4 314 85116 8 13132 4 314 15 61/4
p FLOW PER MINUTE 4140 4 3/4 85116 813132 4 314 18 25132 6114
CONSULT FACTORY FOR SPECIAL APPLICATIONS
• Three phase pumps are available in 200/208V or 230V - 137/139 Models. • Variable level control switches are available for controlling single and three
• Electrical aftemators, for duplex systems, are available and supplied with phase systems.
an alarm. • Double piggyback variable level float switches are available for variable level
• .Mechanical alternators, for duplex systems, are available available with long cycle controls.
or without alarm switches. • Long cords are available in lengths of 15- 25 -35 -50 feet (Maximum 25' length
• Combination starters are available for 3 phase pumps. for 140 14140 models Q 115V)
• Control alarm systems are available for 1 phase pumps. • Over 130'1 (54'C.) special quotation required.
137 Series - 47 lbs. 139 Series. 51 lbs. 140 Series - 53 Ibs. 4140 Series - 60 lbs. • Refer to FM0806 for 200' F. applications.
Single Seal Control Select
Model Volts -Ph Mode Amps Simplex Duplex GSA UL
M1371139 115 1 Auto 10.7 1 or l &8 - Y Y SELECTION GUIDE
N137/139 115 1 Non 10.7 2 or 2 & 7 3 or 5 & 6 Y Y 1. Integral float operated 2 pole mechanical switch, no external Control required.
BN1 7 115 1 AWA 10.7 2 - Y Y 2. Single piggyback variable level float switch or double piggyback variable level
D1371139 230 1 Aulo 5.8 1 or 1 &8 - Y Y float switch. Refer to FM0447.
E1311139 230 1 Non 5.8 2 or 2 & 7 3 or 5 & 6 Y Y 3. Mechanical aftemator'M -Pak 10-0072 or 10 -0075.
H1371139 200.208 t Aulo 1 5.5 1 1&8 - Y I N 4. Combination Starter. Refer to FM0514.
1137/139 200208 / Non 5.5 2&7 3 or 5 &6 Y N 5. See FMO712 for correct model of Electrical Alternator - E -Pak'.
J1371139 200208 3 Non 2.6 2 &4 3 &4or5 &6 Y Y
F 1'7 139 230 3 Non 2.6 2&4 3 &4 or 5 &6 Y Y 6. Variable level control switch 10 used as a control activator, specify duplex
1137 460 3 Non 1.4 2&4 3 &4 or 5 &6 N N
G139 460 3 Nan to 2 &4 3&4or5 &6 N N 7. Four (4)hole'J - Pak', junction box, for water tight connection or wired -in simplex
or 2 pump operation, 10 -0002.
14014140^• MODELS Control Selection Listing 8. Two (2) hole •J -Pak', for Watertight connection or splice, 10.0003.
Model Model I Volts -Ph Mode Amps Sl ex Duplex CSA I UL
N140 N41401 115 1 Non 15 2or2 &7 3or5 &6 N N
E140 E41401 230. 1 I Non 1 7.5 1 2or2 &7 3or5 &6 N N
No moldad p4 ^ Si* pWybadc switdl included
Double well puny: am available wilh opdml morotws sen a ons. Sal Fail iMicator 4M available in NEMA 1 or M3M A CAUTION
wldrol panels.
All installation of controls, protection devices and wiring should be done by
Pumps must be operated in upright position. a qualified licensed electrician. All electrical and safety nodes should be
followed Including the most recent National Electric Code (NEC) and the
Three phase units re" a control switch a operate an axtlttrtal rtmgrte8e orosm6kadon starter Occupational Safety and Health Act (OSHA).
For Wwriation on additional Zoeller products refer to cabdog on Cambkmtlon starisr, FM0514;
PiggybackVabd *LevdFkatSwddmmFMO477:Electri AbmatorFM0488;MecharlioalAlterla-
tw, FM049& Alarm Package, FM05 13; and Sump/Sewage bins, FM0487.
RESERVE POWERED DESIGN
For unusua conditions a reserve safety factor is engineered into the design of every Zoeller pomp.
MAIL T0: P.O. BOX 16347
Lo isvft, KY 402560347 Marxrbcklrarsa/. .
SHPTO: 32W 01dMHersLaw
Louise a KY 40216 QVeUTY Aawmr Smer Is9V
PL/MP L f (502) 778 - 2731.1(800) 92MUMP
FAX(502)774 -3624
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Wisconsin Department of Industry SOIL AND SITE EVALUATION REPORT Page of 3
Labor and Human Relations
Divisiop of Safety & Buildngs in accord with ILHR 83.05, Wis. Adm. Code
COUNTY
ST • e- - \�U�X
Attach complete site plan on paper not less than 81/2 x 11 inches in size. Plan must include, but
not limited to vertical and horizontal reference point (BM), direction and % of slope, scale or PARCEL I.D. #
dimensioned, north arrow, and location and distance to nearest road.
.APPLICANT INFORMATION PLEASE PRINT ALL INFORMATION R I DA 7E
PROPERTY OWNER: PROPERTY LOCATION
WVFt-W SW 1/4 � 1/4,S3 T Z °) ,N,R 1 S E ( r�
PROPERTY OWNER':S MAILING ADDRESS LOT # I BLOCK # I SUBD. NAME OR CSM #
CITY, STATE ZIP CODE PHONE NUMBER []CITY []VILLAGE MOWN NEAREST ROAD
GLeJwoob CtY% k)l S 1 F fl- p S 1 V
pQ New Construction Use 14 Residential / Number of bedrooms 3 (] AdditiQn to existing building
j ] Replacement [ ] Public or commercial describe
Code derived daily flow U SO gpd Recommended design loading rate bed, gpd/ft - trench, gpd/11
Absorption area required 31 S bed, ft 3 - 1S trench, 11: Maximum design loading rate ` S bed, gpd/ft - trench, gpd/ft
Recommended infiltration surface elevation(s) a 6_ o' ft (as referred to site plan benchmark)
Additional design / site considerations h tity�) X1/8 'X U- ' I3 k�b • M I A .,. t Z " OP RL L_ -
Parent material L- 1Z^)'1 `/ O U M S 'I �.\- Flood plain elevation, if applicable M. F . It
S = Suitable for system CONVENTIONAL MOUND IN- GROUND PRESSURE I AT -GRADE SYSTEM IN FILL I HOLDING TANK
U= Unsuitable for s stem ❑ S RI U ®S ❑ LI I EIS ®U ❑ S 10 U ❑ S O U ❑ S M U
SOIL DESCRIPTION REPORT
Depth Dominant Color Mottles Structure GPD /ft
Boring # Horizon in. Munsell Cu. Sz. Cont Color Texture Gr. Sz. Sh. Consistence Bouxlary Roots Bed ter>dt
^'` WW
�� � ) D -� �o�i�Z 313 - Si l Z�sdr� �'Fh a \�� •S �b
Z 7-32 S
Ground 3 3 z-- t 4k) x- 12 VI - Gr S \ �hk Fr C >v - , � • S
elev.
1 L 4 uo -SO S Lj 31y sti2 s Sck ow, M� - tJ� • 2
Depth to
limiting
factor
Remarks:
Boring #
1 ° -8 t u`� 2 3 t 3 � s � \ Z'� sb►t rh.��. s` S \v� • S • �
1(3 `1 31 ` - si 1 Z � m�� �w - • S
2 6
3 Zb -vb S i fz 31 y � S )g Sc1 ,M_- Z
Ground
elev.
W
Depth to
limiting _I
factor
r
C01J 00(
Remarks:
TName:— Please Print Arthur L. W e e r e r P �� B 715-425-01 T Z,
eg Soil Testing & Design Service -P.O. Box 74 River Falls,WI 54022
Sgnature: Date CST Number:
°/8- 3Z- lcj -.4� M00576
PLOT PLAN Pa 3 of 3
SCALE 1 "=
�R.oFos� t�u8E ►�,1� ��t_ Lc�e�}''77Wv
LOO S E 0i= r')uu1
�W
J G
X O
: +) 0
00
a \
ti5
i
I
�►TuvR `,, q b � �'
OF Lt 96.p
Z �--L 969
_w Nv I - _ too.o� �N �trsT SipF
1,5P
Arit �+ Z - n. t off, 6' o - V'hV' of
9"tait1., 6z"tttc14
�'"ooU �C.F l 03T
98 -3 Z
9—Ty
y (715 ) 425 14 00576
CST Signature Date Signed Telephone No. CST #
'^Kkaby• SOIL AND SITE EVALUATION REPORT wage 1 of 3
Divisor► of Sakty a, Bdldr gs in accord with ILHR 83.05, Wis. Adm. Code
COUNTY
Attach complete site plan on paper not less than 81/2 x 11 inches in size. Plan must include, but ST • C U\X
not limited to vertical and horizontal reference pant (BM), drection and % of slope, scale or PARCEL I.D. #
dmensioned, north arrow, and location and distance to nearest road.' O 34 - Mills-Ira
.APPLICANT INFORMATION- PLEASE PRINT ALL INFORMATION D TE
PROPERTY OWNER: VM'1�_�R h1i fJ PROPERTY LOCATION
wR`DO \� OT'j WBV.tf3T SW 1/4 ►OW 1/4,S3 T Z°I ,N,R IS E(
PROPERTY OWNER•.S MAILING ADDRESS LOT # BLOCK # SUBD. NAME OR CSM #
\ \\ S \_ " \ — --
CITY, STATE ZIP CODE PHONE NUMBER []CITY (]VILLAGE MOWN NEAREST ROAD
GL_-�Woob Z°.1'C%u 5Yu13 SP2IA,1 I`I b I STN \ Z�3
pQ New Construction Use M Residential / Number of bedrooms 3 [) Addi§Qn_ to ebsting building
j) Replacement [ ) Public or commercial describe
Code derived daily flow U SO gpd Recommended design loading rate bed, gpddt - trench, gpolft
Absorption area required 31 S bed, ft 3 trench, ft Ma)dmum design loading rate • S bed, gpd/ft - L trench, gpd✓<t
Recommended infiltration surface elevations) 9 6- 0 , ft (as referred to site plan benchmark)
Additional design /site considerations h olj rv�3 ►tit /S 'X U1 ' B k�' . M I A.) . L 2 " 0 1= S ft t=i p L--
Parent material Lo> \may OU m % � Y► t-L Flood plain elevation, if applicable 1v- R . ft
S = Suitable for system CONVENTIONAL I MOUND IN-GROUND PRESSURE I AT -GRADE SYSTEM IN FILL HOLDING TAPE(
U = Unsuitable fOr Stem ❑ S RI U ®S ❑ U ❑ S ®U ❑ S ®U El S ®U I [IS m U
SOIL DESCRIPTION REPORT
Boring # Horizon Depth Dominant Color Mottles Texture Structure Consistence Bourri3yi Roots GPD /ft
in. Munsell Gu. Sz. Cont Color Gr. Sz. Sh. Bed tend&
0 -1 S11 Z�sdk wl`Fh a 1 \)i S •6
Z 7 -3 2 l O y R 3 b Gr- s t Z �bk >n '�- `� • S• b
Ground 3 3i -t4u S ti 2 V1 - Gr s 1 �S_ J -S
elev.
ft L/ uo -S�3 S I-!\I- 1) S mow, W4 i - NP Z
Depth to
limiting
factor
Remarks:
Boring # ;
1 °-g to� 3t 3 s.1 Z'�-sb� m.�F�. �S \v� • S • 1.
Z Z $ _2.�. tpy2 31 L st 1 Z �sblt m�� �w - • S • 6
3 - L6 3 S y2 31 y ; �-tR- S lg Sc1 �� M`Fi — N \'I.
Ground
elev.
IN
Depth to
limiting VIP
WIN
1 998
Remarks: ��MC Ty
CST Name: - Please Print Phone:
Arthur L. We erer 715 -425 1
e Soil Testing & Design Service-P.O. Box 74 River Falls,WI
Signature: Date: Number
c8 = 3Z CST Nbe
M00576
PLOT PLAN Pa of 3
SCALE 1 "=
�R:oPoSg� l�O�F l�►1� Iv�L 1��
X O
J
d� 1
89°
bQ i�� DO NAT CUk'1 �
ti s .-
i
1
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B.1
a wl OF
t�9t, 9
_�► �-t - Lam. lou.D- �N �T StuF
oMIJ of
62"tttr. N
osT
--,-J 98 -3 Z
( 715 ) 425 -016i M 00576
CST Signature Date Signed Telephone No. CST #
10/08/98 THU 07:52 FAX 715_ 698. 2945_ MCMILLAN ELECT. CO. -ENG. 0 001
ST CROIX COUMff
SEPTIC TANK MAMMMANCE AGREEMENT
AND
OWNERSHIP CERTIFICATION FORM
I '
Oi,i N tt�IB uy�er �� rn N rS - � - f� a H
bk +j - � Address S 7 / la S /e wood C14
I
Addmw r 57 l 2, 9 e� Jt m wvor) �� �- o L3
(Verification mquini fivm Ma mg Depanuent for new ceostructi ) ,p
I
di�yState 6kd Wvod 64 W t Parcel Identificadon Number /(/�q - /on.� `f C�
A' L DESCRIPTION
Loc d= c �; / yes w exC. � sl Z.A
P� - ? �' � ,. V4, L�� Sec. 2 N t
•, � Tom_ RAW, Tows of
Sa6�isris3oa Lot #
6chfied SRrvey -Map # VOW= _ page #
VO4>r DWd # 03 -T os —yU „ v olume 13 ' 1 2 Pap # —37
Speo,bom ❑ yes d uo rot Trot's identifiable OKyes ❑ no
Impavpe= ttse sad mafateaso�oe of yooz septic system could msntt is its pmemami= tatlttt�eto bates a►�. Ympamaiamms�
GM its of pumping oar the septic tattle every 6= ycaa 6t sooner; if needed by a liceasod paler. 'What yon pat it & the a.3
cos 0'xt the Smctic n of the s pde =k as a tzeatmmt snit in the as disposal $yatt =
13e PAY 0%= aSttxs to =I=& to St. CA& Zoitg Depu== a oa dfieation fob signed by the owner nerd by a
sax r plttmbet; jOmmcY=aa. Phmd=. us bictadpinmbaoraliu ascdputtspervc dfyingthat -site wastewatetdisposalsymm
' =Vw apmzftg eopdtian and/or (2) aRet inspection and pumping Cif necessary), the septic time is less then W full of shsdgc.
I!P *e u0dctsig9ed have ttad the above rc
Qt>b.� and asmC to maiIItafn the private sewage disposal SySir$ with the snmditd9
* bctstm, as act by tba DepaM=W of Commence nerd the Depaitsaeot of Nauttnl Rmmza, Staoo of Wiseansia Ustification
9 that your mpg sysusn bw been tnsiataiaed aural be completed and teh=tod to the St. Cmix C.aunty Zoning OSce within 3o
s the tkw year cgAratim daft.
A'iTURE OF APPLICANT DATE
1() eeteFty that sll stifametatx as this form arc otse to t}te beset of >nY (our) lcaoa►ledge. I (we) am (apt:) tbo oa►nee(s) of
ft Waty dc=Wabove by rittW of a wa=nly deed re w&A is Regiaw of Doeds Offee.
/l.(�i ��i1 �f1/J� to
I UURE OF APPLICANT D A TE
•� ,° An isfot =rm that z mis- repr==ted essay result in the sanfmq pent being reyolmd by the Zaniag Dep=n=L S••••'
I
7 elude with this appUcaeient a stamped wavanty decd ftm rho Reghft of Deods oScc
a copy of do eatiBcd survey map if mfet>m is made in the wax mwy deed
VOL �i.:� oe�c `379
53 12?3 7 STATE BAR OF WISCONSIN FORM 2 - 1982
J WARRANTY DEED
DOCUMENT NO.
Waldo W. Rott and Donna F. Rott husba L 'F�C
an w e _— _ — CO. WI R�eard 1998 conveys and warrants to _ DenniS R. Handrahan and Mary J. Handrahan, husb and and wife 5 p ids
THIS SPACE RESERVED FOR RECORDING DATA
NAME AND RETURN ADDRESS
the following described real estate in St. CrOi X C � 1 ) 1��
State o[Wisconsin. S 6u4'k Av!- t� /(J_
[,UZ ,Syo I t o
to J ' Z/ Y 35
039 - 1005 -90
PARCEL IDENTIFICATION NUMBER
The Southwest Quarter of the Northwest Quarter (SW'k of NW�) of
Section Three (3), Township Twenty -nine (29) North, Range
Fifteen (15) West, lying easterly of State Highway 128.
q o
F�
This is not homestead pn —erty.
IIs1C tis not)
Exception to warranties: Easements and restrictions of record.
c p
Dared this O day of � , A.D., 19 98
(SEAL) o� / �i'�� �! (SEAL)
• Waldo W. Rott
(SEAL) (SEAL)
• Donna F. Rott Y 4ti:�`
Imo.' Q'
Q
t J'I
AUTHENTICATION Z ' ~ CrI
ACKNOWLE &GMENi J
A
? Stgnatur<(s) — State of Wisconsin,;��,
-
St. Croix Counj
-a!henticated this day of 19_ f'ersraih . -me before me this _ day of S
_ —_ -- �Tij-f. .19 98 , the above named
Waldo W. Rott and Donna F.
•
-- — __ Rott
11 MEMBER SLATE BAR OF WISCONSIN
(If not. — — -- -
authon_ed by §706.06, Wis. Stats) to me krk-am -o oe the person S who e:.;cuted the foregou:g
in in
' s / t N ^ t - tr, a acknowie the s. � e. \`
THIS ;�'dSTRUMENT WAS DRAFTED BY � k t a r An to , ,
10/12/98 MON 12:07 FAX 715 698 2945 MCMILLAN ELECT. CO. -ENG. Z002
con
t �
- _
Q G o ab
------- . ._.. - - - - - -- -- - -- - - - - -- - �- !yam' - - - - -- -�- --
ST. CROIX COUNTY
WISCONSIN
ZONING OFFICE
long r w ST. CROIX COUNTY GOVERNMENT CENTER
l ong 1101 Carmichael Road
on Hudson, WI 54016 -7710
'" - -- (715) 386 -4680
October 14, 1998 NUMBER # 98 -V -25
Dennis Handrahan
1157 Hwy 128
Glenwood City, WI 54013
NOTICE OF VIOLATION
RE: Sanitary and Zoning Permits
Location: NW A, SW Y4, Sec. 3, T29N -R15W, Town of Springfield, St. Croix County, WI.,
PIN # 034 - 100540 -00, 38 acres
Dear Mr. and Mrs. Handrahan:
As required by the ST. CROIX COUNTY ZONING ORDINANCE, notice is hereby given that you are in
violation of Chapter 15.04, 17.70(3)(a)(1) of the St. Croix County Zoning Ordinance. These violations were
noted as occurring on October 10, 1998.
The violations noted involve moving a mobile home onto the parcel without a sanitary permit being issued
through the Zoning Department. Under 17.09 Definitions, a mobile home is a detached single family dwelling
unit designed for longterm occupancy and containing sleeping accommodations, a flush toilet, a tub or shower
bath and kitchen facilities with plumbing and electrical connections provided for attachment to outside
systems, which is designed to be transported on its own wheels. The county does not issue temporary
building permits for mobile homes to be used for storage. If the mobile home is truly for storage purposes,
then all plumbing fixtures shall be removed from the structure prior to the issuance of the building permit.
I understand that you plan to live in the mobile home and start the construction on your principal dwelling
after you sell your home in Pennsylvania. According to Article 17.70 (3)(c)(3) Temporary occupancy permit —
you are required to apply for a special exception permit for temporary placement and occupancy of a mobile
dwelling unit during construction on condition of connecting such unit to and use of a legal sanitary system.
The St. Croix County Board of Adjustment can approve a special exception request (temporary occupancy
permit) with conditions to live in a mobile dwelling unit during construction of a principal dwelling. Please
find enclosed a special exception application and a copy of Article 17.70(3)(c)(3) for your review. A
reconnection permit must be obtained by a licensed plumber prior to connecting the principal dwelling to
the sanitary system. The licensed plumber must perform this reconnection.
Required action Within 10 days of this notice, contract with a licensed plumber who will obtain a
sanitary permit through this office. Contact the township to obtain a building permit for the mobile home.
The permits shall be visual from the road fronting the lot during the construction. If this issue is not resolved
in 10 days, a citation will be issued for the violation noted.
Please contact me if you require clarification on this matter.
Sincere y,
Rod Eslinger
Assistant Zoning Administrator
cc: Vicky Benson, Town Clerk
fan