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Wis onsin Department of Commerce y
Safety and Buildings Division PRIVATE SEWAGE SYSTEM Count 'St. Croix
INSPECTION REPORT
GENERAL INFORMATION (ATTACH TO PERMITS Sanitary Permit No.:
rs al info ation 42% provice may be used for secondary purposes [Priv s
. ❑ City ❑ Village §0 Town o : State Pla6 ID N
CST PIVI Elev.:. Insp. BM Elev.: BM Description: Parcel Tax No.:
-r
TANK INFORMATION ELEVATION DATA
TYPE MANUFACTURER CAPACITY STATION BS HI FS ELEV.
Septic 5 D00 kd Bend*RAd f a 7. f ,��--
Dosing S SO Z
Bldg. Sewer G
Ho / Ht Inlet / 5, yo
TANK SETBACK INFORMATION Ht Outlet
TANK TO P/ L WELL BLDG. Ae Intake ROAD Dt Inlet /5 (� 5 ¢ Z 9�'
Septic _5'r 30 / NA Dt Bottom d
a
/
Dosing `( NA Header /Man.
er — at ion A Dist. Pipe
Hol Bot. System
PUMP/ SIPHON INFORMATION Fin
Manufacturer Demand
Model Number Iv, �0 GPM
TDH Lift Friction System TDH Ft
Forcemain Length t/� Dia. 2 / Dist. To well
SOIL ABSORPTION SYSTEM
ED � Tr RENCH width Len i No f Trenches PIT No, Of Pits Inside Dia.
I N S 4" rf DIMENSION
SYSTEM TO P / L BLDG WELL LAKE/STREAM L rMan turer:
SETBACK CHAMBE INFORMATION Type O / __
System: Kkrk Z b / 5 OR
DISTRIBUTION SYSTEM
Header/Manifold , / Distribution Pipes) i x Hole Size x Hole Spacing Vent To Air Intake
Length 3 Dia. Z Length D i,. Spacing
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 ❑ Ye S ❑ No ❑ Yes ❑ No
C ( I I de d � r a ci t P ?f I ns
ec on : o Inspection : oo
- Location: 100� ��t�i treet, �oPeTs, fW94 n l/43 W 1/4 9 T 9N R1 / 8W) - 092918139B -Lot 1
1.) Alt BM Description= e� {z w�nh �`s 15�c� G(raw,r q or1 Sac ��
2.) Bldg sewer length = 1 a 6 ei4( 6 IAPrP
- amount of cover = 40 S fade . (�(� heed h, s6 � * , 4Y
3.) contour = y, o y, /S' r /D 3. /S' Is V s fe_ la eet { .
`� 4ie //
! k�4 s hat' �r,'ll d a h a l
7A So"/ 60 0L , lI !oh s tuere Some ylire5
lue ✓e piebeµ{, 4_� s*A&rr;_p l&,16 lto7" / vreseaT 4 1
/Q� 1ti.sag. Ploweo( 5arf4 to !trot :red i gg eo0' e i oK S` l //Q ser a ` Ce a C'7 i a .• n e- -y
Plan revision required? ❑ Yes No"d
Use other side for additional information. T H
SBD -6710 (R.3/97) Date Inspector's Signature Cert. No.
� N
ADDITIONAL COMMENTS AND SKETCH
SANITARY PERMIT NUMBER:
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Sanitary Permit Application Safety & Buildings Division
Itt accord with Comm 83.21 Wis. Adm. Code
201 W. Washington Ave.
See reverse side for instructions for completing this application PO Box 7302
1 41s co nsin Personal information you provide may be used for secondary purposes
Madison, WI 53707 -7302
Department of Commerce [Privacy (Submit completed form to county if not
Y Law, s. 15.04(1)(m))
state owned.
t
Attach com lete laps to the coup co onl for the s em on paper not less than 8 -1/2 x 11 inches in size.
County State Sani it her El Check if revision to previous application State Plan I. llmer
T ro t Y a
I. Application Information - Please Print all Information Location:
Property Owner Name Property Location
/ I
h ° r A n n ad Lqn 1 1 o V iere �i Cc s 1/4 1/4, S
Mad l ,N; W
Property Owner's Mailing Address 146t V. mber Block Number
a O � ame l�n, �►-� Loop
City, State Zip Code Phone Number Sulidivislon Name CSM Num
-Aud sore W T_ 5 4 0 1 1+ \{ t I�o �. 1 3 . SW
II. Type of Building: (check one)
'%. 1 or 2 Family Dwelling - No. of Bedrooms of
' 'vI
• Public /Commercial (describe use):_ ` I
• State -Owned "Ye
Barest Road `41 is+,
w_
Parcel Tax Number(s)
III. T ype of ermit: Check only one box on line A. C heck box on line B if applicable)
D�Fa /oa CoO�pO
E A I. ew 2. ❑ Replacement 3. ❑ Replacement of 4. 5. 6. ❑ Addition to
System System Tank On[ Existing System
Permit Number Date Issued
❑ A San itary Permit was previously is sued
IV. Type of POWT System: (Check all that apply)
❑ Non - pressurized In -ground % AMound ❑ Sand Filter ❑ Constructed Wetland
❑ Pressurized In -ground ❑ Holding Tank ❑ Single Pass ❑ Drip Line
❑ At-grade ❑ Aerobic Treatment Unit ❑ Recircul ❑ Other:
V. Dis ersal/Treatment Area Information: ZA G
1. Design Flow (gpd) 2. Dispersal Area 3. Dispersal Area 4. Soil Application 5. Percolation Rate 6. System Elevation 7. Final Grade
Required Proposed Rate (GalsJday /sq. ft.) (MinJinch) Elevation
O
;Z CU. 6
VII. Tank Capacity in Total # of Manufacturer Prefab Site Steel Fiber- Plastic
Information Gallons Gallons Tanks Con- Con- glass
New Existing Crete structed
Tanks I Tanks
1 74,00 — l WO l l,� l ese ►� ❑ ❑ ❑ o
❑ ❑ ❑ ❑
a(vt►ea VIII. R ponsibility Statement
I, the undersigned, assume res on ibility for installation of the POWTS shown on the attached plans.
S r Plumber's Name (print) P is gna o tamps): MP 1 ft"lw de. Business Phone Number
'Pau j- C .'T. - C � rler C �a 5'- y5 7/5- yam- Ss
Plumber's Address (Street, City, State, Zip Code)
t18a 3o 9y5`) 6+. - Rr Y cr Falls, to XT Syoo Z.
IX. County/Department Use Only
❑ Disapproved Sanitary Permit Fee (Includes Groundwater Da Issu Issuing a Signs pe (No stamps)
Approved ❑ Owner Given Initial Adverse Surcharge Fee)
Determination
X. C9nditions of Approval /Reasons for Disapproval:
1 S
F lo- oo(Plaf � '�l' /Q
q L-r kJ� y t rY w w4 `f tit iGr, ems.. v( `/ '^t �^- Jam' e-� �� s t,... k ter »taNaeas.v o�lt�H
Safety and Buildings
PO BOX 7162
MADISON WI 53707 -7162
TDD #: (608) 264 -8777
isconsin www.commerce.state.wLus /SB
Department of Commerce Tommy G. Thompson, Governor
Brenda J. Blanchard, Secretary
October 28, 2000
CUST ID No.691727 A.7TN.• POWTS INSPECTOR
ARTHUR L WEGERER ZONING OFFICE
421 N MAIN ST -„ i �-,, ST CROIX COUNTY SPIA
PO BOX 74 A � . , 1101 CARMICHAEL RD
RIVER FALLS WI 54022 .�`,�' /'PWDSON WI 54016
RE: CONDITIONAL APPROVA, Identification Numbers
PLAN APPROVAL EXPIRES: 10, 281 002k t- t „ ` Transaction ID No. 446013
S'r Vi Site ID No. 198679
SITE: ,, CC) r4?y ; Please refer to both identification numbers,
/'
JASON &ANN MADLUNG - RES.XDF,NCE above, in all correspondence widi,the agency.,
, ' �, ,
ST CROIX County, Town of WARRti1;' 1 i QTIJ ST
SWI /4, SW1A, S9, T29N, RI 8W
Lot: 1, CSM V.13, P.3735
FOR:
Description: NEW MOUND SYSTEM - 450 GPD / REVISION TO 433396
Object Type: POWT System Regulated Object ID No.: 761465
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.
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.
S DATE RECEIVED 10/23/2000
FEE REQUIRED $ 60.00
FEE P TS AN REVIEWER II BALAN 6 CE DUE $ 0 00
ces
F, 0745 - 1630 HRS
PEPAGEL @COMMERCE.STATE.WI.US Wt�odb°
cc: JASON & ANN MADLUNG
Safety and Buildings
r PO BOX 7162
MADISON WI 53707 -7162
TDD #: (608) 264 -8777
IscOnsin www.commerce.state.wi.us
Department of Commerce Tommy G. Thompson, Governor
Brenda J. Blanchard, Secretary
September 14, 2000
CUST ID No.691727 ATTIC• POWTS INSPECTOR
ARTHUR L WEGERER ZONING OFFICE
421 N MAIN ST ST CROIX COUNTY SPIA
PO BOX 74 1101 CARMICHAEL RD
RIVER FALLS WI 54022
HUDSON WI 54016
RE: CONDITIONAL APPROVAL
PLAN APPROVAL. EXPIRES: 09/14/2002 Identification Numbers
Transaction ID No. 433396
Site ED No. 198679
SITE• l t a both identification numbers,
Site ID: 198679, JASON & ANN MADLUNG , � \ ove; m "a c�qn ondence with the agency.
ST CROIX County, Town of WARREN; 110TH ST
SW1 /4, SWIA, S9, T29N, R18W Lot: 1,
FOR:
Object Type: POWT System Regulated Object ID No.: 76f4.65 i ,7goo
MOUND DWELLING 450 GPD
The submittal described above has been reviewed for conformance ,wjth,applic - �* d ninistrative Codes
and Wisconsin Statutes. The submittal has been CONDITIONALLY APPAQVED,, Tlr,b er, as defined in
chapter 101.01(10), Wisconsin Statutes, is responsible for compliance with. l c6& fre i`ements.
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.
Sin erely, DATE RECEIVED 09/05/2000
FEE REQUIRED $ 175.00
FEE RECEIVED $ 175.00
AMES B QUINLAN , POWTS PLAN REVIEWER BALANCE DUE $ 0.00
Integrated Services
(608)266-3937, 7:00 AM 3:30 PM MON / FRI
JQUINLAN@COMMERCE.STATE.WI.US WiSMART codei 7633'i
cc: VIEREGGE CONSTRUCTION INC
RECEIVED
.` TITLE SHEET Page; of `]
S E P - 5 2000
MOUND SYSTEM
SAFETY & BLOGS. DIV. FOR
A BEDROOM RESIDENCE
This plan has been prepared in accordance with the Mound Component
Manual SBD- 10572 -P and the Pressure Distribution Manual SBD- 10573 -P
C\z. 61Rq> C-,z. 6Z9.-t)
LOCATED IN THE S LJ 1/4 OF THE Sw 1/4 OF SECTION _ j T _ Z9 N, R 18 W,
TOWN OF W F Z2 fij , ST C Z(31 y COUNTY, WISCONSIN.
INDEX
PAGE 1 of 7 TITLE SHEET
PAGE 2 Of 7 SYSTEM MANAGEMENT PLAN
PAGE 3 of 7 PLOT PLAN
PAGE 4 of 7 PLAN VIEW -CROSS SECTION
PAGE 5 of 7 DISTRIBUTION PIPE LAYOUT
PAGE 6 of 7 PUMPING CHAMBER CROSS SECTION
PAGE 7 of 7 PUMP PERFORMANCE CURVE
PREPARED FOR
(Z/o N1 eizL=cr'L c z*�J&'T Q_nU)'j Co.
PREPARED BY
WEGERER SO S L TEST I NG
AND .
I3ES I IBM I CE
P.O. Box 74 421 N.Main St.
River Falls, WI 54022 !!► "'�f1
Phone 715- 425 -0165 -. /
Fax 715- 425 -6864
ART" L
j WEGEREPI
. SIC
SEE GGFcRE DLNCE
JOB NO. OCR -Z- �
Mound System Management Plan Page Z of - 7
Pursuant to Comm 83.54, Wis. Adm. Code
Septic Tank
The septic tank shall be maintained by an individual certified to service septic tanks under s. 281.48, Stats. The contents of the
septic tank shall be disposed of in accordance with NR 113, Wis. Adm. Code. The operating condition of the septic tank and
outlet filter shall be assessed at least once every 3 years by inspection. The outlet filter shall be cleaned as necessary to
ensure proper operation. The filter cartridge should not be removed unless provisions are made to retain solids in the tank that
may slough off the filter when removed from its enclosure. if the filter is equipped with an alarm, the filter shall be serviced if
the alarm is activated continuously. Intermittent filter alarms may indicate surge flows or an impending continuous alarm. The
septic tank shall have its contents removed when the volume of sludge and scum in the tank exceeds 1/3 the liquid volume of
the tank. If the contents of the tank are not removed at the time of a triennial assessment, maintenance personnel shall advise
the owner of when the next service needs to be performed to maintain less than maximum scum and sludge accumulation in
the tank. The addition of biological or chemical additives to enhance septic tank performance is generally not required.
However, if such products are used they shall be approved for septic tank use by the Department of Commerce, Safety and
Buildings Division.
Pump Tank
The pump (dosing) tank shall be inspected at least once every 3 years. All switches, alarms, and pumps shall be tested to
verify proper operation. If an effluent filter is installed within the tank it shall be inspected and serviced as necessary.
Mound and Pressure Distribution System
No trees or shrubs should be planted on the mound. Plantings may be made around the mound's perimeter, and the mound
shall be seeded and mulched as necessary to prevent erosion and to provide some protection from frost penetration. Traffic
(other than for vegetative maintenance) on the mound is not recommended since soil compaction may hinder aeration of the
infiltrative surface within the mound and snow compaction in the winter will promote frost penetration. Cold weather
installations (October - February) dictate that the mound be heavily mulched for frost protection.
Influent quality into the mound system may not exceed 220 mg /L BOD5, 150 mg /L TSS, and 30 mg /L FOG. Influent flow may
not exceed maximum design flow specified in the permit for this installation.
The pressure distribution system is provided with a flushing point at the end of each lateral, and it is recommended that each
lateral be flushed of accumulated solids at least once every 18 months. When a pressure test is performed it should be
compared to the initial test when the system was installed to determine if orifice clogging has occurred and if orifice cleaning is
required to maintain equal distribution within the dispersal cell.
Observation pipes within the dispersal cell shall be checked for effluent ponding. Ponding levels shall be reported to the owner,
and any levels above 4 inches considered as an impending hydraulic failure requiring additional, more frequent monitoring.
General
This system shall be operated in accordance with Comm 82 -84 Wis. Adm. Code, and shall maintained in accordance with its'
component manual [SBD- 10572 -P (R. 6/99)] and local or state rules pertaining to system maintenance and maintenance
reporting.
No one should ever enter a septic or pump tank since dangerous gases may be present that could cause death. Septic and
pump tank abandonment shall be in accordance with Comm 83.33, Wis. Adm. Code when the tanks are no longer used as
POWTS components.
Septic or pump tank manhole risers, access risers and covers should be inspected for water tightness and soundness. Access
openings used for service and assessment shall be sealed watertight upon the completion of service. Any opening deemed
unsound, defective, or subject to failure must be replaced. Exposed access openings greater than 8- inches in diameter shall
be secured by an effective locking device to prevent accidental or unauthorized entry into a tank or component.
Continvency Plan
If the septic tank or any of its components become defective the tank or component shall be repaired or replaced to keep the
system in proper operating condition.
If the dosing tank, pump, pump controls, alarm or related wiring becomes defective the defective component shall be
immediately repaired or replaced with a component of the same or equal performance.
If the mound component fails to accept wastewater or begins to discharge wastewater to the ground surface, it will be repaired
or replaced in its' present location by increasing basal area if toe leakage occurs or by removing biologically clogged adsorption
and dispersal media, and related piping, and replacing said components as deemed necessary to bring the system into proper
operating condition.
Questions on the operation or maintenance of this system should be
directed to the County Zoning office at ��S 3a( or to the
licensed plumber who installed the system.
PLOT PLAN
• age
Scale 1 "= 50 '
f
Lur LLWe
1 LvlZL:1� $E Ffi L� sT SO �1zUI�1 1 )OUn�D
�'s"M5 _ (�` _ ��''�; 3 Z S l'1Z -a►"� �rYC��A2 . _ . tt l o l `f
i
1
X
SI
CF
�L aq -7
�•-
ao Noi ear�
5owi O 1= CEL
�z. 1.O z o '�rfts Pcti�
2
3wt -t L. g9.SS ow
`roP of T�1�M t,� GAS
X 0 0 A VC • p lp CUN E VKfB
NOTES:
1. Elevations shown are existing ground elevations unless otherwise noted.
2. Install 4" observation pipes with approved caps. ( Z required).
3. Septic tank to be t Dvo )boo gallon capacity manufactured by
W
4. Bench marks, S ►°�� U E
S. Divert surface water around system to prevent ponding at the uphill side.
Pace y Or
Approved Synthetic covering
ASTM C33 Distribution Pipe
Medium. Sand
Topso -:-- 1. - - H - _ a
_� ,• F Elev. la Z • p
" D
E "
,
b
_3% Slope
Distribution Cell of Force Main Plowed
Z" to 2- Aggregate From Pump Layer
0 6 -S Ft.
E (3- Ft.
CROSS SECTION OF A MOUND SYSTEM F U.o Ft.
G o- S Ft.
A Ft. F' t- o F'
Linear Loading Rate= � .O GPD /LN FT B S Ft.
Design Loading Rate= 6. /SQ FT I 10 Ft.
i .S Ft.
K S Ft.
e Position L q 1 Ft.
of
Force Main W z 1 Ft.
L
I
U - Observation Pipe
- -- I - - - -- -- t
¢ss
G_t ---- ------ ---- - - - - -- --------- - - - - -- - - - - ---� '� Box
- -- - - - -- ----------------- - - - -_�
Distribution %--Cell of Z" to 2-
Pipe aggregate
Observation Pipe
(Anchbr securely)
I
PLAN VIEW OF A MOUND SYSTEM
Distribution Pipe Layout page S of 7
Place the holes at the bottom of the distribution pipes
at equal spacing. Remove all burrs from the pipe and holes.
Extend the end of each lateral up with the use of long turn or 45 f tying to a point within six
inches of the foal grade. Terminate the ends of the laterals with a valve,: threaded cap or
threaded plug. Provide access from final grade for the valve; threaded cap or threaded plug,
`s -. \ c� L Z �zas s s z'r►g t
714 i✓�aC Svc
Lateral Manifold Lateral
x x x x yn xn x x x x
Lateral Length — Lateral Length —
Distribution Line
p ft cc�s sox
- s
1=nRC� new .
P 31. Ft. Hole Diameter 311 Inch -
S 3 Ft. Lateral l �tY Inch (es
X Z_ Inches Manifold Inches
Force Main " 2 Inches
# of holes /pipe �°I
Invert Elevation of Laterals -S Ft.
t X
0 • S'�x -V= So• L6 G t�"
Combination Sept�.c; Tank and
PUMP CHAMBER CROSS SECTION AMD SPECIFICATIONS ' PAGE OF -7
•VCUT CAP WEATHER PF,001
JUIJCTIOIJ BOX .
'i C.I. VENT PIPE APPROVED LOCKIIJG
1 10 1 FROM DOOR, TPUAHOLE COVER wt'M
.iINDOW OR FRESH P. 5L,JIIJG LAgEL..
t P►PE AL I>JT/lKE co,�DutT
IIYKI � a 0 aftp t
IB
+ -� PROVIDE I
. ••;� AIRTIGHT SEAL
APProved zmf-L r-wm i I Approved
joint w/ I II I joint w/
PVC AL&RA PVC pipe
pipe I 1 1
6 I 1
I O W
C I I
CLEY. FT. __�
PUMP —� OFF
D
COW FLETE
EI -L R Z. oo 5LOCK
RISER EXIT PERtilTfED OIJL!J IF TAIJK MAQUFACTURER HAS SUCH APPROVAL 3 "APPROVIM
REDO t ry 4
SEPTIC E SPECIFICATIOAIS
DOSE
TA,.1►C MAL)U FACT UP. CR: ��L Z�. IJUMBER OF DOSES' q' PER DA4
TAAIK SIZE : lOOp 1 6Cb GALLOKI D051 VOLUME r
ALARM MAUUFACTURER: S IKICLUDING 6ACKI'LOW: W)1• G,ILLONS
MODEL ►DUMBER: CAPACITIES: A= Z9 IWCHESOR " l GALLOWS
SWITCH TtIPC: B= 2 IWCHWOR S"S 4 LL041S
PUMP MAKIUFACTURER: C: b IIJCHES OR 12t' � GALLOWS
MODEL NUMBER:
• D= 9 INCHES OR lS0• $ GALLOWS
SWITCH TYPE:
MOTE: PUMP AUD ALARM RC TO o3.3
MIMIMUM DISCHARGE RATE S0. 1 b GPM INSTALLED OW SEPARATE CIRCUITS
VERTICAL DIFFERENCE DETWEEU PUMP OFF AUO..Dl5TRIBUTIOW PIPE.. :'_1 S FEET (�
+ MIIJIMUM METWORK SUPPLY PRESSURE . 3 Z S FEET
FEET OF FORCE MAIM X �•OZ.
0o FtFRICTIOU FACTOR_. 1 d d FEET
TOTAL Dy1JAMIC HEAD = 1L(.00 .FEET
Ay' Vr
As per manufacturer lb,l(, gal /in. Liquid depth 36'�I
M E40 Series
4/10 HP Effluent
and Drain Water Pumps
Performance Curve
MODEL ME40 EFFLUENT PUMP
CAPACITY LITERS PER MINUTE
0 50 100 150 200 250 300 350
40
12
35
1 N
W 30 0
!L
H 25 8 E
Z
p H
W 20 O
S 6
J _
H 15
F- 4 O
10
5 so .t6 2
0 0
0 10 20 30 40 50 60 70 80 90 100
CAPACITY GALLONS PER MINUTE
1101 Myers Parkway, Ashland, Ohio 44805 -1923
419/289 -1144 FAX 419/289 -6658 Telex 98 -7443
K3326 7/91 Printed in U.S.A.
Wisconsin Department of Commerce SOIL AND SITE EVALUATION Page 1 of 3
Division of Safety and Buildings in accord with Comm 83.05, Wis. Adm. Code
Environme By Design
Attach complete site plan on paper not less than 8% x 11 inches in size. Plan must County
include, but not limited to: vertical and horizontal reference point (BM), direction and St. Croix
percent slope, scale or dimensions, north arrow, and location and distance to nearest road. Parcel I.D.#
APPLICANT INFORMATION - P *te print all information.
Personal information you provide may be used ondery purposes (Privacy Law, s. 15.04 (1) (m)). R6v' wed By Da
9 ?ter 0'0
Property Owner 1 Property Location
Tmesdill Gordan Govt. Lot SW 1/4 SW 1/4 S 9 T 29 N,R 18 W
Property Owners Mailing Address Lot # Block # Subd. Name or CSM#
1112 100th Ave Truesdill
City Sta'e- Zip ,Q�ajd�d,;(F jpneNumber City ❑ Village ®Town Nearest Road
Roberts V�1�'' (T i'Cr Warren 100Th Ave
Z New Construction Use: d�ttial Number o drooms 3 ❑Addition to existing building
Replacement E ] Pu Q ` describe
Code Derived daily flow 450 gpd Recommended design loading rate bed, gpd/f L, trench, gpdffP
Absorption area required 375 bed, ftz 375 trench, fts Maximum design loading rate 1.2 bed, gpdff 14 tr ench, gpd/fF
Recommended infiltration surface elevation(s) 103 ft (as referred to site plan benchmar
F Additional design / site consideration
Parent material loess over glacial till 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 for system 0S E U ® S❑ U El S® U ❑ S M U ❑ S® U ❑ S® U
SOIL DESCRIPTION REPORT
Borin Horizon Depth Dominant Color Mottles Texture Structure Consistenc Boundary Roots GPD/W )vta
9# in. Munsell Qu. Sz. Cont Color Gr. Sz. Sh. Bed Trench ►dr
1
1 0 -10 10yr3/2 - sil 2msbk mfr cw 2f .5 .6 S
2 10 -22 10yr4 /4 - sil 2msbk mfr cw if .5 6 5
Ground 3 22 -32 7.5yr4/6 - s Osg ml cw - 7 8
elev
99.72 ft 4 3g- 7,5yr4/6 c2d5yr5 /8 sil lmsbk mfr cvv - .2 .3 Z
Depth to 5 38 -48 7.5yr4/6 m2p5yr5 /8 cl lmsbk mfr - - 2 i 3 L
limiting
factor
Remarks:
2 1 0 -12 10yr3/2 - st 2msbk mfr cvv 2f .5 _6 .S
2 12 -35 10yr4/2 - sil 2msbk mfr cw if .5 .6 S
Ground 3 35 2 10yr4/4 flf5yr5 /8 sil lmsbk mfr cw - .2 ` .3 ?i
elev
101.43 It
Depth to
limiting
factor
Remarks:
CST Name (Please Print) Signature: Telephone No.
Thomas C. Nelson 715- 246 -2454
Address Environmental By Design Date CST Number Ref #
1432 120th Street, New Richmond, W1 54017 227387 262
PROPERTY OWNER: Truesdill, Gordan SOIL DESCRIPTION REPORT ® Page 2 of 3
PARCEL LU Environmental Bv Desi
Horizon Depth Dominant Color Mottles Texture Structure n Roots GPDA2
in. Munsell Qu. Sz. Cont Color Gr. Sz. Sh. Bed Trench
3 1 0 -16 10yr3 /2 - A 2msbk mfr cw 2f .5 .6
2 16 -36 10yr4/4 - Sill 2msbk mfr cw if .5 .6 S
Ground
elev 3 36 -60 7.5yr4/6 - Is 2msbk mvfr cw - .7 .8 7
101.60 it 4 � 66 10yr8/4 - Brx
Depth to
limiting
factor
Remarks:
Ground
elev
Depth to
limiting
factor
Remarks:
Ground
elev
Depth to
limiting
factor
Remarks:
Ground
elev
Depth to
limiting
factor
Remarks:
[KVI �Y 0[51
1432 12& STREET, NEW RICHMOND, WISCONSIN
715 -246 -2454
Tom Nelson
Certified Soil Tester 227387 - -- Registered Sanitarim SR00713
V ~ 6 t"4n
Y 4 1 V 9 2� rlf k" � 4 v
f
W r rr e r - - T ow n S A I p
4
b�
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look
SCALE 1" = q S o Tom Nelson
BM 2 j
- ( a F - r 100 �
09/2 ; /00 FRI 14:46 FAX 715 386 4686 ST CRX CO ZONING 0001
ST CROt K COUNTY
L� SEPTIC TANK MAM TMMCS AGREW"W
q AND
OWNERSED CMIMCATION FORM
OWMMMUM
Mailing Address -
Propesty Addrtss
(Vmficatioo requited IIrem Pl=ft Depnune tt for new eanattuction)
Parcel IdeWftciWou Ntunber �� _ ,�,M '" 11Y) -
L)Q& DESON
propaW Location 5L 'l., VS Sec. _q_ T_2IN RaLW, Town of
Subdivision
CerKfi W Survey Map # 1 a 1 . V0h=C Page+ #
WOrnknty Deed # oa l Volume , pap # ..:..: -
'r
housc ❑ t, D0 Lot tines identrfitable 0 yes ❑ n
Spec yes
Sr
Improper use and WAiQftQ*UftofYOU septic system cauid result in its prr;mstttte faihune to beadle � � Q X
eon of pumping out diet septic tank every three years of sooner, if needed by a Homsedpumpes What
ens affect the tction of the septic tsdc u s treatment stags is the wade dispose symm. ' f�,
The prop" owner agrees to a oink to St. Croix Zoning Department a cedificatioa faun. signed by the V a►
�mssterp at,J�P ctedplumberora ticwacdpamper (1)theou- siterras1 '"'ecdisposslsY�tttor
is in peopw operating coe ditfon andlor (2) after inspection and ptmtp u* (if Worsasry). the sWd" teak is kss thaw 1t3 toll of sludge.
V. the su Werdped have read die above requke ma and agree to Maintain the private sewage disposal system with the sundatds
ad fmik haws, as set by the Department of Commavo tad the Depattmoat of Nowd Rw a "*, State of WWM$b . C crtiflCatim
that year septic system has bees � must be cam $eW and tctma�rd to the St. C lok Crusty Z nmg Office within 30
(+ia of the un moo.
Si TORE OF APPL1t,ANT DATE
O
I (we) ratify ibat dl statcmcats on this form arc flue to the best of ray (out) knowledge. I (we) am (an) die owners) of
the property have, by vidue of a warranty deed worded in Register of Deeds Office.
S1 A APPLI DATE
• 0 t 640 Any intomiatiom t is mis- cgx=eated may desalt in the sanitary permit brig w-voked by the zoning E4gx0t C%d-
•sssss
00 Include with this tlp deatiaa4 a stamped warranty deed non the Register of Deeds office
a copy of the certified satvey cusp if to fe am is made in dw wartsnty deed
Sep 25 00 09:11a Don and Chris Vieregge 715- 386 -8694 p.2
'00 F'RI 14:46 PAX 715 388 4886 ST CRX CO ZONING 0001
ST MOM tAL)11 y
SEPTIC TANK MARTMANCE A GRWdENT
AND
OWNERSHIP CMTMCATION FORM
Oemmmuycr
Mailing Addmss
pity Aditw �h
(VetfScatiaa regaQOd ftem planning Depsrboaat for sew oomtrvrdaa)
aty/statc , ( - p _
atcet Identification N her
LEGAL DESCREMI N
ftww LocaQon s2 V 4, sac. '�_2jN R -L8-W, Town of
SnbdMdan - i - aco'dd' ll
Certified Survey Map # _ 11 a 11 --1 Voltuac
wUM(y DOW N �..� Volme _ 19., Page #
SPw !case 0 ym nk no Lot irons idea iSable ® Ya 0 no
Lauproper aae and maiotmanoeof your acptio eyaem oeald rewlt is its peetoatuae faihrra to 4aodle sirastes. Pi�opermatateaaaoe
eo§" of pig oat the nptio took every tree years or a000cr, if awdod by a hammed popes What you pot into the aymu m
as aDect the function of the aeptie took as a treatment stage in a waste disp nd ayatem.
7U property owner agneea to Wbmit to SL Croix Zoning Depuftment a eerdficadoa face. sigaod by dw owner mod
by a
mmskrper'.] pbwbm6 m wWplmdm or a licm@cdptmtpw vecifyi W dW (1) gw oo-wte �rask+haterdrspad sydem
is in peeper Rmating condition and/or (Y) after bVeWon and Aug (if moot y), the aepdo took is lest the i!3 full of sludg&
l/wq the V W6%*Wd bave reed die abow regaisemea[s and agree to mahmia die privato aewaae di*=I qm m w f& tie dmdaads
sd belk ban* as set by dw Dquount of Catamerce and the Department of Noted Re mmum Sate of Wi commW Cudffmdm
mfttmw that Yaw sapdc system bat beta mminkided mint be oontpleted mod m mamd to die SL Cmk Comfy Zooms Office within 90
j
do of the is ' date.
TURF OF APPLWANT DA
O WNER
I (w r) certify &d ail statancots on this form an true to the but of my (our) knowledge. I (we) am (tut) Ow owmer(c) of
the property dasarbe above. by virtue of a wummy deed recorded in Regina of Deeds OSiee. ot 9 120()
" MATUR13 OF APPLI T DATE
Any information tit mis repraeated may result is the sanitary pets b beiog revoked by the Zoning Dqm mcaL « «••s
" Iadade with 16ts opplieatien: a mamV ed wananly deed flrom the >Legi w of Deeds office
a Copy of We eeraw mom map if eefiteaee is made m the warranty dad
Sep 25 00 09:12a Don and Chris Vieregge 715 - 386 -8694 p.4
�V
VOL 1497PAGE 259 6
/ WARRANTY DEED
K ATHLEEN
EGISTER OF DEEDS
,DOCUMENT NO. ST CROIX CO., WI
RECEIVED FOR RECORD
03 -22 -2000 12:50 PM
WMANTY DEED
EXEMPT I
This Deed made between GORDON A. CERT COPY FEE:
TRUESDILL a /k/a GORDON A. TRUESDILL, JR., a COPY FEE:
single person, Grantor and JASON C. MADLUNG and RECORDING 10.00
ANN M. MADLUNG, husband and wife as survivorship PAGES: 1
marital property, Grantees,
Witnesseth, That the said Grantor conveyS to
Grantees the following described real estate in St. Croix
County, State of Wisconsin:
Parcel No. 042 - 1024 -60 -00
Return to: ���.� te�..l� T,,.Ie-
� \tiaac.. , 1.�7 i SyOlb
, a,�sve+o
Lot 1 of Certified Survey Map, filed September 29, 1999 in Vol. 13 of Certified Survey Map s, page 3735,
as Document No. 611217, located in part of the Southwest 1/4 of the Southwest 1/4 of Section 9, T29N,
R 18 W, Town of Warren, St. Croix County, Wisconsin.
This is not homestead property.
Together with all and singular the hereditaments and appurtenances thereunto belonging,
And Grantors warrant that the title is good, indefeasible in fee simple and free and clear of
encumbrances, and will warrant and defend same.
Dated this - Iyf day of ;gV%_ f - IJI , 2000.
7
elj (SEAL)
STATE OF WISCONSIN Gordon A. Truesdill
)SS
ST.CROIX COUNTY
Personally came before me this 1 J day of 07 &rc- -% 2000, the above named Gordon A.
Truesdill, to me known to be the person who executed the foregoing inor ment and ackn wle the same.
REBECCA J. PHANEUF ■
NOTARY PUBLIC Notary 16blic, Stat5 of W jsconsin
STATE OF WISCONSIN y Commission
THIS INSTRUMENT DRAFT
Robert W. Mudge
MUDGE, PORTER, LUNDEEN & SEGUIN, S.C.
1 10 Second Street, P.O. Box 469
Hudson, Wisconsin 54016
Sep 25 00 09:11a Don and Chris Vieregge 715 -38G -8694 p.3
AUG-08 -20M 88' 35 US BAW CC I -ST PALL 651 244 2045 P. 02
ma� Fro
s ; fl own* OIL
,
CERTIFIED SURVEY MAP
GORDON TRUMML JR
PM of sk So mbwo IN of 1W iwwlrllea 1M arssclmu 1.
T 39 K A IS W.Tews of WMC% SI. Gds Cowry. yracmUk
"W w crrw
Ora r/ TJS s aw
i . mold O.r.s rr..r.Yl
IM.r..rM. 0-mm �rrtasrl
�. WJ-AUA? L1 ND&
NI! S/I.t O*WM'd dA2
low 111Z loath MUM
Y11 � � �I • � a
` `
IV
wl g � 1! � , � � r • �i
' ` LOT 1 OI
O s I>13. So. rr. OR "a meets • 1 '1
>RD ILKI.IIRDK a^r
gut
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If
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a.eeee srui ity w w..►
e�.► If I N foro m 4 r � al'C) . rrwwi mrsrb.�
ire.f.TSIN a*
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LOT 1. C. S. A1. LO S , .
�VOL ID. R74� VOL. 3, P BST
LEG ND
D awn" 1' I Wm Fft !r/
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a r.vwu JwI [rlr
ri. � Rr.rrrw n �
��SCOSr 1
rreROlcmurrly :'� � ►a � .
SEP ! !1999 fro Lis
MO
�rrns�w� +�•.yi�`j'°' I ~rMr/NrNr
r�r �..l..w.l a.11.r rtr� sc rsR.q �� 13 37 SNEET / Or 2
TOTAL P.02
Safety and Buildings
PO BOX 7162
MADISON WI 53707 -7162
� � TDD #: (608) 264 -8777
�sconsin www.commerce.state.wi.us /SB
Department of Commerce Tommy G. Thompson, Governor
Brenda J. Blanchard, Secretary
October 28, 2000
CUST ID No.691727 ATTN: POWTS INSPECTOR
ARTHUR L WEGERER 2 , ZONING OFFICE
421 N MAIN ST 1a' ST. CROIX COUNTY SPIA
PO BOX 74 �� '110' ,,CARMICHAEL RD
RIVER FALLS WI 54022 HODI" N WI 54016
RE: CONDITIONAL APPROVAL , i� - a , �,
PLAN APPROVAL EXPIRES: 10/28 � �y `� 4 ' ' �� �° Identification Numbers
S T CROI � tSite sactio n ID No. 446013
COUT ID No. 198679
zor,�NC oFF cE SITE: Please refer to both identification numbers,
tir � •�.�
JASON & ANN MADLUNG - RESIDEN�Ej� �' i ° 1 r above, in ail correspondence with the agency.
ST CROIX County, Town of WARREN; 110 a
SW1 /4, SW1 /4, S9, T29N, R18W
Lot: 1, CSM V.13, P.3735
FOR:
Description: NEW MOUND SYSTEM - 450 GPD / REVISION TO 433396
Object Type: POWT System Regulated Object ID No.: 761465
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.
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 10/23/2000
j' FEE REQUIRED $ 60.00
FEE RECEIVED $ 60.00
E PAGEL , PO AN REVIEWER II BALANCE DUE $ 0.00
Integrated Services
(608)266-2889, M - F, 0745 - 1630 HRS
PEPAGEL @COMMERCE. STATE. WI.US Wis
cc: JASON & ANN MADLUNG
• r
RECEIVED
TITLE SHEET 0eT 13 W age l of 1
MOUND SYSTEM SAFETY $ KW S. DIV.
FOR
A 3 BEDROOM RESIDENCE
This plan has been prepared in accordance with the Mound Component
Manual SBD -1057 P and the Pressure Distribution Manual SBD - 10573 -P
C Cz. " l/-i � C R. 6 l qq�
LOCATED IN THE SW 1/4 OF THE S W 1/4 OF SECTION ' 1 _ ,T . - L9 N, R 1$ W,
TOWN OF �^j K COUNTY, WISCONSIN.
-r-1 O --
INDEX
PAGE l of 7 TITLE SHEET
PAGE 2 Of 7 SYSTEM MANAGEMENT PLAN
PAGE 3 of 7 PLOT PLAN
PAGE 4 of 7 PLAN VIED -CROSS SECTION
PAGE 5 of 7 DISTRIBUTION PIPE LAYOUT
PAGE 6 of 7 PUI.IPING CHAMBER CROSS SECTION
PAGE 7 of 7 PUMP PERFORMANCE CURVE
P ® W T PREPARED FOR
Corzditzoanal�jy
AP V �A�`0�1 �N�� _�+ . �tf�17U7kj G
lZp I ti> ow ova S - r
DEPA I ors - CE Situ -_ "— , h N SSoe_Z.
DIVtSIQ FE AN IL4N S
SEE //CORRESPO
3 PREPARED BY
WEGEIREF:z !0 C3 2 L . TEST I h1 CG
AND .
DES I CB" S1`F2V 11✓E
P.O. Box 74 421 N.Main St. m` ® �sdtgnea �
River Falls, WI 54022 1� q►
Phone 715- 425- 0165��/�,
Fax 715 - 425 -6864
AFM ')p i
' WE3ENFp i
- ����SSSrrr E_LSWDHty, f
1G ,1ti
10- l I - 00
JOB NO.
Mound System Management Plan page z- of 7
Pursuant to Comm 83.54, Wis. Adm. Code
Septic Tank
The septic tank shall be maintained by an individual certified to service septic tanks under s. 281.48, Slats. The contents of the
septic tank shall be disposed of in accordance with NR 113, Wis. Adm. Code. The operating condition of the septic tank and
outlet filter shall be assessed at least once every 3 years by inspection. The outlet filter shall be cleaned as necessary to
ensure proper operation. The filter cartridge should not be removed unless provisions are made to retain solids in the tank that
may slough off the filter when removed from its enclosure. If the filter is equipped with an alarm, the filter shall be serviced if
the alarm is activated continuously. Intermittent filter alarms may indicate surge flows or an impending continuous alarm. The
septic tank shall have its contents removed when the volume of sludge and scum in the tank exceeds 1/3 the liquid volume of
the tank. If the contents of the tank are not removed at the time of a triennial assessment, maintenance personnel shall advise
the owner of when the next service needs to be performed to maintain less than maximum scum and sludge accumulation in
the tank. The addition of biological or chemical additives to enhance septic tank performance is generally not required.
However, if such products are used they shall be approved for septic tank use by the Department of Commerce, Safety and
Buildings Division.
Pump Tank
The pump (dosing) tank shall be inspected at least once every 3 years. All switches, alarms, and pumps shall be tested to
verify proper operation. If an effluent filter is installed within the tank it shall be inspected and serviced as necessary.
Mound and Pressure Distribution System
No trees or shrubs should be planted on the mound. Plantings may be made around the mound's perimeter, and the mound
shall be seeded and mulched as necessary to prevent erosion and to provide some protection from frost penetration. Traffic
(other than for vegetative maintenance) on the mound is not recommended since soil compaction may hinder aeration of the
infiltrative surface within the mound and snow compaction in the winter will promote frost penetration. Cold weather
installations (October - February) dictate that the mound be heavily mulched for frost protection.
Influent quality into the mound system may not exceed 220 mg /L BOD5, 150 mg /L TSS, and 30 mg /L FOG. Influent flow may
not xc
e eed maximum design flow specified in the permit for this installation.
The pressure distribution system is provided with a flushing point at the end of each lateral, and it is recommended that each
lateral be flushed of accumulated solids at least once every 18 months. When a pressure test is performed it should be
compared t
o the initial test est when the system was installed to determine if orifice clogging has occurred and if orifice cleaning is
required to maintain equal distribution within the dispersal cell.
Observation pipes within the dispersal cell shall be checked for effluent ponding. Ponding levels shall be reported to the owner,
and any levels above 4 inches considered as an impending hydraulic failure requiring additional, more frequent monitoring.
General
This system shall be operated in accordance with Comm 82 -84 Wis. Adm. Code, and shall maintained in accordance with its'
component manual [SBD- 10572 -P (R. 6/99)] and local or state rules pertaining to system maintenance and maintenance
reporting.
No one should ever enter a septic or pump tank since dangerous gases may be present that could cause death. Septic and
pump tank abandonment shall be in accordance with Comm 83.33, Wis. Adm. Code when the tanks are no longer used as
POWTS components.
Septic or pump tank manhole risers, access risers and covers should be inspected for water tightness and soundness. Access
openings used for service and assessment shall be sealed watertight upon the completion of service. Any opening deemed
unsound, defective, or subject to failure must be replaced. Exposed access openings greater than 8- inches in diameter shall
be secured by an effective locking device to prevent accidental or unauthorized entry into a tank or component.
Contingency Plan
If the septic tank or any of its components become defective the tank or component shall be repaired or replaced to keep the
system in proper operating condition.
If the dosing tank, pump, pump controls, alarm or related wiring becomes defective the defective component shall be
immediately repaired or replaced with a component of the same or equal performance.
If the mound component fails to accept wastewater or begins to discharge wastewater to the ground surface, it will be repaired
or replaced in its' present location by increasing basal area if toe leakage occurs or by removing biologically clogged adsorption
and dispersal media, and related piping, and replacing said components as deemed necessary to bring the system into proper
operating condition.
uestions on the operation or maintenance of this system should be
directed to the County Zoning office at - 115-186. 14660 or to the
licensed plumber who installed the system. ,
PLOT PLAN
Scale 1 "= SO ' 'Page 3 of
G k� \O - 8 9 ,,
_R> OF C.Q.L:: 1�-3 3— _ __ —
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LOT L11uE
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cal �TUP VF NI'i'►vR.,qt.
- _ �.. l U0 ` TM- �IUN - , G+ � P►Pl 1 -IvB_
r
NOTES:
I. Elevations shown are existing ground elevations unless otherwise noted.
2. Install 4" observation pipes with approved caps. ( Z required).
3. Septic tank to be L boo160o gallon capacity manufactured by
wLQ-s ce»u w /z�f- i�� z P�r-�� ' xkz `ro 3� Hsu Inc wL 7 -
4. Bench marks S� �apVF
5. Divert surface water around system to prevent ponding at the uphill side.
Paae Y- 0f
Approved Synthetic Covering
ASTM C33 Distribution Pipe
Medium. Sand
G
Topsoil " -L _ H = "
,- F Elev. 1p 3. 3
3 E
D
p.
b
% Slope
Distribution Cell of Force Main Plowed
2" to 2- " Aggregate From Pump Layer
0 o•S Ft.MAIQ.
E t -_1V Ft. MAN,
CROSS SECTION OF A MOUND SYSTEM F 4,$ Ft.
G o. S Ft.
A 6 Ft. H l• o Ft.
Linear Loading Rate= 6.O GPD /LN FT B - IS Ft.
Design Loading Rate= o.31.GPD /SQ FT I LO Ft.
J S Ft.
K Ft.
e L q.l Ft.
-e-f—
W 2 1 Ft.
- I
j - Observation Pipe
8 K
-- - - - - -- - - - -- -- �A���s
{{ --------------- - - - - -- --------- - - - - -- - - - - -- Qox
A 4— '�6 B - 0
W �.__�_,� - -- - -- - - - -- - - - --- .1 Force Main
Distribution Cell of %" to
z 2 1, 2 11
' Pipe aggregate
Observation • Pipe
(anchbr securely)
PLAN VIEW OF A MOUND SYSTEM
Distribution Pipe Layout PA 5 of - 7
Place
the
holes at the bottom of the distribution pipes
at equal spacing. Remove all burrs from the pipe and holes.
Extend the end of each lateral up with the use of long turn or 45* fitting to a point within six
inches of the final grade. Terminate the ends of the laterals with a valve,-threaded cap or
. threaded plug. Provide access from final grade for the valve, threaded cap or threaded plus.
- 7 - t P l c Ti L i;"ZDS S
\)C. F�JC P Lateral Manifold
x x x x xrZ x!Z x x x x
Lateral Length — Lateral Length — P
Distribution Line
P r &C.c sc�X
hY;L1 \Fd�
P 3-7 Ft. Hole Diameter !/8 Inch-
S 3 Ft. Lateral Inch(es)
X 2Y Inches Manifold Z Inches
Force Main " Inches
l of holes /pipe 19
Invert Elevation of Laterals lo3.8 Ft.
' PUMP CHAMBER CROSS SECTION ARID SPECIFICATIONS PAGE OF
VCWT CAP
4"C.L VENT PIPE
WEATHER PROOF APPROVED LOCKING MANHOLE
� lO FROM DOOR, JUAICTION BOX COVER WITH WARNING LABEL
'
WI 12'MI11.
Noow OR FR ILSH I
AIR INTAKE 7 I
L. p� GRADE I
I '1 MIU.
CONDUIT --
11�
INLET PROVIDE
AIRTIGHT SEAL
1 III
APPROVED JOINT/ A Tank construction shall comply I I APPROVED JOINTS
with COMM 83.15 and COMM 83.20 I III
III ALARM
b I 1
C
i I ON
t.00
LLE
- V. �..__ FT.
PUMP OFF
r
0
-
�-�U ° L O. 0 0 CONCRETE DLOCK
RISER EXIT PERMI'TT'ED OWL'j IF TANK MAAJUFACTURCR HAS SUCH APPROVAL 3" AD AP PRoVE
SPEC.IFICATIOKIS ..Z..
DOSE
TA : INL BIZ '20' J 3 -q
NK MAIJUFACTURt`R. AJUM6ER OF DOSES: PER DI►y
TANK SIZE: - -- SO GALLOWS DOSE VOLUME Z
ALARM IMAM FACTURGR:
�.S• ��'t -'MO S�' 5T T MS INCLUOIA1G 5ACKFLOW: 1 y Z '� 6ALLpNS
MODEL ).UMBER: L O V w CAPACITIES: A= INCHES OR 3ZLj'S GALLOIJS
SWITCH TZIPE: �1Z�CJC� -Y B = Z ILICH OR it b • 6 4LLOL 15
PUMP MAWUFACTUREIR: L� 7 ' 6LI Z- O
C ■ IAICHES OR GALL01`IS
MODEL WUMBER: �E 4(3 D= 1Z INCHES OR 2,q3 I/ GALLOWS
SWITCH TYPE: � I WOTE: PUMP AMD ALARM RC TO D
MIWIMUM DISCHkRGE RATE 3 __!• L�_CPh� INSTALLED OM SEPARATE CIRCUITS
.a0 ,
VERTICAL DIFFEREWCF BETWEEN PUMP OFF AIJD_DISTRIBUTIOIJ PIPE.. FEET -
-I- MIAJIMUM • NETWORK SUPPLY PRESSURE . . .. . . .. , . , G"� FEET
- IDQ FEET OF FORCE MAIN X Z_oq F YortFRICTIOU FACTOR. 3•SS FEET
TOTAL DyIJAMIC. HEAD = FEET
As per.*manufacturer • ZC) ZES gal/in., Liquid depth 3�7 rI
17 E 0 r
M E40 Series
.4/10 HP Effluent
and Drain Water Pumps
Performance. Curve
MODEL ME40 EFFLUENT PUMP
CAPACITY LITERS PER MINUTE
0 50 100 150 200 250 300 350
I
40
12
35
10 to
30
L
Z 25 1 8 E
Z
p ..
20 6 O
J 2
O 15 _ a
F- 4 O~
10 ~
5 2
0 0
0 10 20 30 40 50 60 70 80 90 100
CAPACITY GALLONS PER MINUTE
1101 Myers Parkway, Ashland, Ohio 44805 -1923
419/289 -1144 FAX 419/289 -6658 Telex 98 -7443
K3326 7/91 Printed in U.S.A.
Wisconsin Department of Commerce SOIL EVALUATION REPORT Page 1 of Z
Division of Safety and Buildings
in accordance with Comm 85, Wis. Adm. Code
Attach complete site plan on paper not less than 8 112 x 11 inches in size. Plan must County
include, but not limited to: vertical and horizontal reference point (BM), direction and Parcel I.D.
percent slope, scale or dimensions, north arrow, and location and distance to nearest road. ( )L2. - )U - 60 -- ) 00
Please print all information Reviewed by Date
Personal information you provide may be used for secondary purposes (Privacy Law, s. 15.04 (1) (m)). l rq
Property Owner Property Location
S (�C O ►�J R TJ }� 1"'1
pt-t> L U>v C Gent l:e>r- S W 114 S 01 /4 S T Z 9 N R 1 Ej E (o W
Property Owner's Mailing Address Lot # Block # Subd. Name or CSM#
\ZO3 Q� • owtnQS S`r- I — cs M WL 13 , P(3 3 �3 s
City State Zip Code Phone Number ❑ City ❑ Village [Z Town Nearest Road
mN I S Sod ( 6S 1 ) ISk -oqs 8 iN 1 1.1�
New Construction Use: Residential /Number of bedrooms 3 Code derived design flow rate _ L-k S O GPD
❑ Replacement ❑ Public or commercial - Describe:
Parent material t A — O V kA Z TLLL Flood Plain elevation if applicable ft.
General comments Mou �� ►� /' 6 ` X 1 1j �Ll t3U ilU>`) " VA i ti.! . 6 v � , f}�.p L�
and recommendations: Z- try prime V Pt L V Pt'Tl�l� Ito l=Xp �j
KkISOti 2-7�:7 3s - , T; Q-T?o+zT
❑ Boring
Boring # ST CROix
® pit Ground surface elev. k 0 3 - 3 ft. Depth to limiting factor - y 0 '� ja CO '
IN G6IFAklic0 Rate
Horizon Depth Dominant Color Redox Description Texture Structure Consistence Bou* ry :Roots • R
in. Munsell Qu. Sz. Cont. Color Gr. Sz. Sh. r •
Eff#2
�cs btz
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a Boring # ❑ Boring
® pit Ground surface elev. l 0 ft. Depth to limiting factor in. Soil Application Rate
Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots GPD /ft
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Effluent #1 = B00 > 30 < 220 mg/L and TSS >30 _< 150 mg /L ' Effluent #2 = BOD < s _ 30 mg/L and TSS < 30 mg/L
CST Name (Please Print) Signatu CST Number
Arthur L. Wegerer Z. c - Z '�R220254
Address W e g e r e r Soil Testing & Design Service Date Evaluation Conducted Telephone Number
421 N. Main St. River Falls, WI 54022 10 g- UD 715 - 425 - 0165
PLOT PLAN Pave Z- of Z
Scale 1'= SW
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CST Signature Date Telephone Ito. CST No. .` Job NO.
Wisconsin Department of Commerce SOIL EVALUATION REPORT Page )i of Z
Uyision of Safety and Buildings
in accordance with Comm 85, Wis. Adm. Code
County S�-
Attach complete site plan on paper not less than 8 1/2 x 11 inches in size. Plan must
include, but not limited to: vertical and horizontal reference point (BM), direction and Parcel I.D.
percent slope, scale or dimensions, north arrow, and location and distance to nearest road. () q Z -10 - 60 - 100
Please print all information Reviewed by Date
Personal information you provide may be used for secondary purposes (Privacy Law, s. 15.04 (1) (m)).
Property Owner Property Location
S OON t trK31,] I`' pfd �, -UYr1 c- Ge,et- SW 1/4 501/4 S' T Z.9 N R 15 E (o w
Property Owner's Mailing Address Lot # Block # Subd. Name or CSM#
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City State Zip Code Phone Number ❑ City ❑ Village ❑ Town • Nearest Road
Mt") I S 5 O`6 ( 651) 3S1 -0q5 B 1,j I ttp
New Construction Use: 'Residential / Number of bedrooms 3 Code derived design flow rate u S GPD
❑ Replacement ❑ Public or commercial - Describe:
Parent material 1 0 mss O V %12 TLL-L Flood Plain elevation if applicable N ft.
General comments t W / E , ' X Z s ' bLS`t CaL. NCI I AJ . 6 r �OF Sig D fit,
Ft .
and recommendations: (.� � [>,,M PfNZ � V PT �-V ki1 'To Ey- - (trlzr- p� -Vt?S B y
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P HI Boring # ❑ Boring
® pit Ground surface elev. 0 3 - 3 ft. Depth to limiting factor U, D in.
Soil Application Rate
Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots GPD/ft
in. Munsell Qu. Sz. Cont. Color Gr. Sz. Sh. 'Eff#1 'Eff#2
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a Boring # ❑ Boring
® pit Ground surface elev. Z- 3 ft. Depth to limiting factor in.
Soil Application Rate
Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots GPD /ft
In. I Munsell Qu. Sz. Cont. Color Gr. Sz. Sh. 'Eff#1 'Eff#2
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' Effluent #1 = BOD, > 30 < 220 mg/L and TSS >30 _< 150 mg/L ' Effluent #2 = BOD, < 30 mg/L and TSS < 30 mg/L
CST Name (Please Print) Signatu CST Number
Arthur L. Wegerer C0 - Z-4 "1 220254
Address W e g e r e r Soil Testing & Design Service Date Evaluation Conducted Telephone Number
421 N. !lain St. River Falls, WI 54022 1 0-9- 00 715 -425 -0165
PLOT PLAN Pacre 'L of Z
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Scale V= SW
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l�.R_ 715 - 425 -0165 220254
CST Signature Date Telephone No. CST No. Job NO.