HomeMy WebLinkAbout026-1070-10-000 Wisconsin Department of Commerce PRIVATE SEWAGE SYSTEM County: St. Croix
Safety and Building Division
INSPECTION REPORT Sanitary Permit No:
395240
GENERAL INFORMATION (ATTACH TO PERMIT) State Plan ID No:
Personal information you provide may be used for secondary purposes [Privacy Law, s.15.04 (1)(m)].
Permit Holder's Name: City Village X Township Parcel Tax No:
Lan ness, Leland I Richmond Township 028- 1070 -10 -000
CST BM Elev: Insp. BM Elev: IBM D scription: 19 D
TANK INFORMATION ELEVATION DATA
TYPE MANUFACTURER CAPACITY STATION BS HI FS ELEV.
Septic Benchmark O >. �I l p.
Dosing Alt. BM
/ z ?-
Aeration Bldg. Sewer
Hol ' Ht Inlet
St/Ht Outlet
TANK SETBACK INFORMATION
TANK TO P/L WELL BLDG. Vent to Air Intake ROAD Dt Inlet
Septic Dt Bottom
Dosing Header /Man. 3 .yp /,02.
Aeration - -- -- T— - Dist. Pipe. (y
olding Bot. System y Z S
.Z
Final Grade
PUMP /SIPHON INFORMATION
Manufacturer Demand St Cover
GPM
Model Number
TDH Lift Friction Loss System Head TDH Ft
Forcemain Length Dia. Z t Dist. to Well
SOIL ABSORPTION SYSTEM
BEDITRENCH Widt Length / No. Of Trenches PIT DIMENSIONS No. Of Pits Inside Dia. Liquid Depth
DIMENSIONS i f 0 /
SETBACK SYSTEM TO P/L JBLDG IWELL LAKE/STREAM LEACHIN ufacturer:
INFORMATION CHAMBER
Type Of System: > ( S UN Model Num
DISTRIBUTION SYSTEM
Header /Manifold Distribution x Hole Size x Hole Spacing Vent to Air Intake;
! Y
Pipe(s) !i
1 Length __j Dia 2- L Dia Spacing
SOIL COVER x Pressure Systems Only xx Mound Or At - Grade Systems Only
Depth Over Depth Over xx Depth of 1 xx Seeded /Sodded xx Mulched
Bed/Trench Center Bed/Trench Edges Topsoil ❑ Yes ❑ No ❑ Yes [k No
COMMENTS (Include code discrepencies, persons present, etc.) Inspection #1: /P /e Inspection #2: T /
I �OG7 Parcel No: 24.30.18.360
` / 5 tad
Location: 1495 County Highway G New Richmond, WI 54017 (NE 1/4 NE 1/ 24 T30N R 8W) NA p / Lo `l
trel7Br`— W c6e ivy �JiA.4 /w� (9b�5�81� ` �Lvl P •c,
1.) Alt BM Description = A/ Gor. er gyp I
2.) Bldg sewer length = -s7,) L � al t°
- amount of cover = s 5 �-+ // A ee0 �6 fG in lEZe;,
3.) Contour = t & 0 ; 9 1. 1
Plan revision Required? ❑ Yes ❑ No
Use other side for additional information.
Date Insepctoes Signature Cart. No.
SBD -6710 (R.3/97)
logcls
Safety and Buildings Division County
201 W. Washington Ave., P.O. Box 7162 ,5 �• �
*honsin sc Madison, WI 53707 - 7162 Site Address �1
Department of Commerce
i' tart' Permit Number
Sanitary Permit Application L ' I 395 2 D
In accord with Comm 83.21, Wis. Adm. Code, personal information yo ec if Revision
ma be used for secondary Privac Law, s15. 1
I. Application Information - Please Print All Information ,_;'' i State I.D. Number
Property Owner's Name " 4 ^ 1 r a T. 3 . 8 • 3 Q
ST CP"X 0 70 Property Owner's Mailing Address Pro I cation
� ,� "�; YOt9lNffr +h
/ � � '�� _'k;Sd7 T3(S4q,R E
City, State Zip Code Phone Num `k umber Block Number
Subdivision Name CSM Number
U. Type of Building (check all that apply) ❑City
A Lor 2 Family Dwelling - Number of Bedrooms 3 ❑Village
❑ Public /Comme 'al Describe Use ,Township
❑ State Owned �°''� 9 Nearest Road
�t Y- U 0.g- 6 t1 L�
M. Type of Permit: (Check only one box on hne A (numbering scheme for internal use). Complete line B if applicable)
A.
1 r�New 2 ❑ Replacement System 3 ❑ Replacement of 6 ❑ Addition to For County use
system Tank Onl Exis " S stem
B. ❑ Check if Sanitary Permit Previously Issued Permit Number Date Issued
I:V. Type of Permit: (Check all that apply)(numbering scheme is for internal use) it
44 ❑ Non - Pressurized In - Ground 2g Mound 47 ❑ Sand Filter 50 ❑ Constructed Wetland
22 ❑ Pressurized In- Ground 41 ❑ Holding Tank 48 ❑ Single Pass 51 ❑ Drip Line
45 ❑ At -Grade 46 ❑ Aerobic Treatment Unit 49 ❑ Recirculating 30 ❑ Other
V. D' ersal/Treatment Area Information:
ri to s
"
Design Flow (gpd) Dispersal Area Dispersal Area Soil Applicatio P ercolation Rate System Elevation Final Grade
Required Proposed Rate(Gals./ Days /Sq.Ft.) (Min./Inch) Elevation
LSD -3 75 3 75 loo
VI. Tank Info Capacity in Total Number Manufacturer Prefab Site Steel Fiber Plastic
Gallons Gallons of Tanks Concrete Constructed Glass
New Existing
Tanks Tanks
Septic or Holding Tank Ono -- /6 6�
Dosing Chamber O — 1 1, 5 - rj
VII. Responsibility Statement- I, the undersigned, assume responsibilit for 44allation of the POWTS shown on the attached plans.
Plumber's Name (Print) Plumber's RS Number s Business Phone Number
as 3
Plumber's Address (Street, City, S te, Zip )�
e (✓f����
VIII. Count /De artment Use Onl
X Approved ❑ Disapproved Sanitary Permit Fee (includes Groundwater Date Issued Issui Agent Signature (No Stamps)
Surcharge Fee) dD
❑ Owner Given Initial Adverse
+ 2-5
Determination c
IX. Conditions of Approval/Reasons for Disapproval a
'I O'd
AAK V110 Attach complete plana (to the County only) for the system on paper not less than 81/2 x 11 inches in tlJNn =.4� J
SBD -6398 (R. 05101)
l
PLOT PLAN
Scale 1 " =4Vj ' Page 3 of 7
CT14 " G
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ary goo .
N
8
MT 111Z
h G� 9S
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ab C DT atH%l 0. 0/ w �L
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Tffls
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MRc�► Stten
NOTES: -
1. Elevations shown are existing ground elevations unless otherwise no
2. Install 4" observation pipes with approved caps. ( Z required).
3. Septic tank to be � otQ 16S gallon capacity manufactured by
hi l P o O L TZ
4. Bench mark S _ S Prt3C u
�. Divert surface water around system to prevent
ponding at the uphill side.
' Safety and Buildings
4003 N KINNEY COULEE RD
LA CROSSE WI 54601 -1831
TDD #: (608) 264 -8777
\ Visconsin www.
www.commerce.stat ons
wisconsin.gov
Department of Commerce
Scott McCallum, Governor
Brenda J. Blanchard, Secretary
August 06, 2001
CUST ID No.691727 A7TN: POWTS Inspector
ARTHUR L WEGERER � ? ZONING OFFICE
WEGERER SOIL TESTING & DE CAN SER ST /CROIXCOUNTY SPIA UQUNTY PO BOX 74 ZONNdGOFFFCE ;`\ 1 01 CARMICHAEL RD
RIVER FALLS WI 54022 f,.. ` f ,,� UDSON WI 54016
�7 T9}
CONDITIONAL APPROVAL
PLAN APPROVAL EXPIRES: 08/06/2003 Identification Numbers
Transaction ID No. 664264
SITE: Site ID No. 633765
LELAND LANGNESS Please refer to both identification numbers,
CTH G above, in all correspondence with the agency,
TOWN OF RICHMOND
ST CROIX COUNTY
NE 1/4, NE 1/4, S24, T30N, R18W
FOR:
DESCRIPTION: THREE BEDROOM MOUND SYSTEM
OBJECT TYPE: POWT SYSTEM REGULATED OBJECT ID NO.: 804953
The submittal described above has been reviewed for conformance with applicable Wisconsin Administrative Codes
and Wisconsin Statutes. The submittal has been CONDITIONALLY APPROVED.
The following conditions shall be met during construction or installation and prior to occupancy or use:
• This system is to be constructed and located in accordance with the enclosed approved plans and with the
"Mound Component Manual for Septic Tank Effluent for Private Onsite Wastewater Systems" SBD- 10572 -P
(8.6/99) and the "Pressure Distribution Component Manual for Private Onsite Wastewater Treatment Systems"
SBD - 10573 -P (R.6/99).
• In the event this soil absorption system or any of its component parts malfunctions so as to create a health
hazard, the property owner must follow the contingency plan as described in the approved plans. In addition, the
owner must insure that the operation, maintenance and monitoring duties as described in section V I II of the
Mound manual, and section VI of the pressure distribution component manual are complied with. A copy of this
letter including instructions and information relating to proper use and maintenance of the system must be given
to the owner and each subsequent owner upon completion of the project.
• The well must be a minimum of 25 feet from any POWTS tank, and a minimum of 50 feet from the absorption
area.
• Access to the filter for cleaning must be provided per Comm 84 product approval conditions. Maintenance
information must be given to the owner of the tank explaining that periodic cleaning of the filter is required
• Comm 83.52 Responsibilities. The owner of a POWTS shall be responsible for ensuring that the operation and
maintenance of the POWTS occurs in accordance with this chapter and the approved management plan under s.
Comm 83.54(1). In addition, the owner is responsible for submitting a maintenance verification report
acceptable to the county for maintenance tracking purposes. Reports shall be submitted at intervals appropriate
for the component(s) utilized in the POWTS.
ARTHUR L WEGERER Page 2 8/6/01
• Comm 83.52(2) A POWTS that is not maintained in accordance with the approved management plan or as
required under s. Comm 83.54(4) shall be considered a human health hazard.
• Comm 83.52(3) The activities relating to evaluation and monitoring mechanical POWTS components after the
initial installation of the POWTS in accordance with an approved management plan shall be conducted by a
person who holds a registration issued by the department as a registered POWTS maintainer.
• 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.
• 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(2)(d), Wis. Stats.
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/instal lation /operation.
In granting this approval the Division of Safety & Buildings reserves the right to require changes or additions should
conditions arise making them necessary for code compliance. As per state stats 101.12(2), nothing in this review
shall relieve the designer of the responsibility for designing a safe building, structure, or component.
Inquiries concerning this correspondence may be made to me at the telephone number listed below, or at the address
on this letterhead.
Sincerely, FEE REQUIRED $ 175.00
FEE RECEIVED $ 175.00
BALANCE DUE $ 0.00
Charles L Bratz
POWTS Plan reviewer II- Integrated Services WiSMART code: 7633
(608) 789 -7893, Mon. -Fri. 7:45 AM to 4:30 PM
cbratz@commerce.state.wi.us
cc: LELAND LANGNESS
t
TITLE SHEET Page 1 of - 1
MOUND SYSTEM
FQR
A 3 BEDROOM RESIDENCE '
This plan has been pre in accordance with the Mound Component
Manual SBD -1057 P and the Pressure Distribution Manual SBD - 10573 =P
Ctz. 619q� CP. �1g4�
LOCATED IN THE 1/4 OF THE NG 1/4 OF SECTION �4 , T 33 N, R la W,
TOWN OF Z�C�r'1 O Mvy� ST • C-C� LX 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
RECENED
PREPARED FOR 1111 2 5 2001
SAFETY & BLD"' D
Nov TtICNMCYIA�, sV017
PREPARED BY
WECCEF:ZEF: SO I L . TEST I P4 C-3
AND .
DES I GN SE_=F:zW X CF=
taseaM
P.O. d
Box 74 421 I•d.rlain St.
River Falls, WI 54022 O C'
Phone 715-425 -0165
, ,«•••••'••. �,°�
Fax 715 - 425 -6864 ,�';•`' ,
ARTWjP
W 0
- 1 5
0 P
? -875 v
Elt$WURT+ y'
WI i
Co"domlbl
APPROVED �`���� #����� •�'�
IXPARTUMOF COWAM
AM
s
JOB NO.
Mound System Management Plan P age 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. o erating condition of the septic tank and
outlet filter shall be assessed at least once every 3 years by inspection. Th outlet filt s hall be cleaned as necessary to
nsure roper o eration. The filter cartridge should not be removed unless provisions are made to retain solids in the tank that
may slough o 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 eve 3 ears. All switches alarms and every y , a 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 B005,150 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 testwhen 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)] avid 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 84nches in diameter shall
be secured by an effective locking device to prevent accidental or unauthorized entry into a tank or component.
Continaencv 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 about the operation or maintenance of this system should be directed t� o:
The County Zoning - Office at S — 3 g'6 - U 6 8 O ST <1kt U L X
The system installer at - 1lS - Z6�- t, °I °I S LJTGAttp
The tank manufacturer at 5300 - 32S- �a q-S Lu1 �5 Z
The effluent filter manufacturer at $00— Z- 2.1- S q7- Zt°�3�TL
- -- - — - --
mp manufacturer at .__
The pu_��O
PLOT PLAN
Scale I " =qD '
Page 3 of 7
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MPtC -t S N'�D -
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 1 ritQ 16S gallon capacity manufactured by ~
u o Z,rca ez Fz L
4. Bench mark
Divert surface water around system to prevent pondIing at the uphill side.. ,.
Page 0f - 7
Approved Synthetic Covering
ASTM C33 Distribution Pipe
Medium. Sand
Topsoil —� -• F Elev.
3 E
� b
-Z % Slope
Distribution Cell of Force Main Plowed
2" to 2- Aggregate From Pump Layer
0 0 5= Ft.
E 0.6Z Ft.
CROSS SECTION OF A MOUND SYSTEM F 0 -6 Ft.
G 0 .5 Ft.
A / Ft. h 1 - b Ft.
Linear Loading Rate = 0 GPD /LN FT B — IS Ft.
Design Loading Rate= 6.37.GPD /SQ FT j 1Z Ft.
J S Ft.
K 1 Ft.
Position L q Ft.
of
Force Main W Z � Ft.
Q�
n
L
j - Observation Pipe
c3-� -- ------------- - - - - -- ---------- - - - - -- - - - -- - pox
A � 16 $ -
W t_._ -__�, _ 1 - -- - ----- - - - - -- — — — —.j
{ - - --
- Distr' O
�bufi�on Cell of 1 � to .
x 2�
Pipe aggregate
Observation Pipe
anchbr secarely)
PLAN VIEW OF A MOUND SYSTEM
Distribution Pipe Layout pgc of
Place the holes at the bottom of the distribution pipes r
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 plug.
1 CT? L `,ZDS S
PVC F�JC J
Lateral Manifold L
x x x x x2 1 x2 x x x x
:Lateral Length — I L Lateral Length — P
Distribution Une
h R'1.11 Fc u
S
-' t ►^t�'w
P 31 Hole Diameter Jg lnch
Ft.
S 3 Ft. Lateral 1 Inches)
X Z Manifold Z• Inches
�_ Inches
Force Main " Indies
l of holes /pipe l9
Invert Elevation of Laterals 10 b•S Ft.
' �•al K 0. �-(l = �." `I x - � = 3!. t C, GPI .
Combination Septic:.Tank and
kl-MP CHAMBER CROSS SECTION AND SPECIFICATIONS ' PAGE C OF 7.
•VEIJT CAP
f I WEATHER PICOOF
JWJCTIOLI BOX .
ti C.Z. vCMT PIPC APPROVED LOCKIMG
10' FROM DOOR. tA,,0MOLE COVER t1XV
AbUDOW OR FRE5H Z wAQIJIIJG LP.6EL.
wSPCg10U Pipe CouputT
+ ALR luTAKE
3 1PnV cltr afrP
.Zl
s
Fl iN ist}m
G�oE � �. 18'Mlu. •
---- - - - - --
+ -+ PROVIDE I
WLET ��' AIRTIGHT SEAL
zi38�. �� I i I I Approved
Approved
joint w/ �_Lgp� I II I point w/
Pipe 6
PVC ALARM PVC pipe
'I 11
I I
• I I OIJ
C ) I
89 �0
[LEY.
OFF
D CO U CRETE
�L 8 8 • ti I CLOCK
• RIS EXIT PERMITTED OIJLJ IF TAWK MAMUFA CTURZR HAS SUCH APPROVAL 3NAVPQotiEp
8><DO t tv4
SEPTIC E 5PEGIFICATIOMS
DOSE •��
TA MAIJUFACTURER: C0)J<2 l _ C IJUMBER OF DOSES: PER DAB
TAWK SIZE: GALLOWS DOSE VOLUME r
AL A RM IAICLUDINC, B ACKFLOW: 1 GALLON:
MODEL WUMBER: 1 O L "tA) CAPACITIES: A= t I OK a 0 6 GALLO
SWITCH TSPE: - mtyRL 5= / Z• IWCHES'OK �' 4LLOU5
PUMP MAWLIFACTURER: G O U LD C: 6 IMC�IES OR �� Z CALLOUS
MODEL IJUMBER: 3 a� I ' �0 S •�. D= 1 2 IAICHES OR Z ' GALLOAJS
SWITCH TYPE: MOTE: PU M P AMD ALAIL . bC�
MWIMUM DISCKARGE 'RATE G INSTALLED OAI 5EPARATE CIRCUITS
VERTICAL DIFFEILENCE DETWEEIJ PUMP OFF AUD..DI5TRIBUTIOIJ PIPE.. 11.50 FEET
+ KIWIMUM METWORK SUPPLY PRESSURE FEET I S -OX. t. 3)
'I P�2 FEET OF FORCE M IM X Z '�� F 10 FLFRICT1 FACTOR.. Z`) 1 q FEET
TOTAL OtIMAMIC. HEAD = 100 O FEET
As per manufacturer lam. O 3 `
P gal /in. Liquid depth 8''•
r
SouldS
Submersible
, - � Effluent Pump
3871 EPO4
EP05
APPLICATIONS • Fasteners: 300 series • Fully submerged in high ■ Motor Housing: Cast iron
Specifically designed for the stainless steel. grade turbine oil for for efficient heat transfer,
following uses: • Capable of running lubrication and efficient strength, and durability.
• Effluent systems dry without damage to heat transfer. ■ Motor Cover: Thermoplas-
• Available for automatic and Homes components. tic cover with integral handle
• Farms . Motor: manual operation. Automatic and float switch attachment
• Heavy duty sump 9 EPO4 Single phase: 0.4 HP, models include Mechanical points.
115 or 230 V, 60 Hz, 1550 Float Switch assembled and duty
• Water transfer ■Power Cable: Severe du
RPM, built in overload with
Dewatering � preset at the factory, rated oil and water resistant.
automatic reset. ■Bearings: Upper and lower
115 V, 60 Hz, 1550 RPM, SPECIFICATIONS • EP05 Single phase: P M, , FEATURES heavy duty ball bearing
Pump: EPO4 built in overload with ■ EPO4 Impeller: Thermo - construction.
Solids handling capability:. , automatic reset. plastic Semi -open design AGENCY LISTING
3 /4 maximum. • Power cord: 10 foot with pump out vanes for
tio
r
Qpiacities up to 55 GPM. standard length, 16/3 SJTO mechanical seal otecn. heads: up to 24 feet. with three prong grounding p SP Canadian StandardsAssociafion
a size: l' /z" NPT. plug. Optional 20 foot ■ EP05 Impeller: Th ermo-
schar design (CSA listed model numbers
9 ..'
Mechanical seal: carbon- length, 16/3 SJTW with plastic enclosed design for end in "F" or "AC ".)
rotary/ceramic - stationary, three prong grounding plug improved performance.
i
BUNA -N elastomers. (standard on EP05). ■ Casing and Base: Rugged
Temperature: thermoplastic design provides
104 °F (40 °C) continuous superior strength and
140 °F (60 °C) intermittent. corrosion resistance. -
• Fasteners. 300 series METERS FEET
stainless steel. 10
• Capable of running,
dry without damage to s 30 s
comp onents.
-
Pump: EP05 8
Solids handling capability c 7-
25
3 /a maximum a
W
•, Capacities: up to 60 GPM s 20 i ( Y
e •Total heads :. upto 31 feet
a
Discharge size: llh' NPT } 5
Mechanical seal: carbon- , .
rotary/ceramic - stationary, 4-
15
BUNA -N elastomers �,;�* 1 o _
%Temperature F- 3 �1p 31.1
_s o o
=104
- 40.0 • ontinu
ous
c . .
4140 F`(60 °C) intermittent.
2
2 .5
* a J .
o
o 10 20 30 40 50 GPM
1 1 1 1 1 LL 1,
0 2 4 6 8 10 12 m °/h ;
CAPACITY _
C 1995 Goulds Pumos. Inc.
. � r
Wisconsin Department of commerce SOIL EVALL ATION REPORT Page 1_ of 3
Division of Safety and Buildings
in accordance with Comm 85, Wis. Adm. Code County
Attach complete site plan on paper not less than 81/2 x 11 inches in size. Plan must St. Croix
include, but not limited to: vertical and horizontal reference_ point (BM), direction and Panel I.D. 026- 1070 -10 -000
percent slope, scale or dimensions, north arrow, 8Pd lbcatlonar d distance to nearest road.
Please print a rdbr'niatlon. R 'awed by Date
N`
Personal inrormation you provide may be used fdrsebbndary,PurpaiAe,Wrivacy Law, s. 15.04 (1) (m)).
Propertypwner Property Location
Leland Lanyness -� Govt. Lot NE 1/4 NE 1/4 S 24 T 30 N R 18 iE (orb W
Property Owner's Melling Address ` `- u 'Lot Bloch # I Subd Name or CSM#
1574 100th. st. ST c "o'x - na I na na
City State Zip Phone ❑City [3 Village ® Town Nearest Road
2 rw ,c�,461 Richmond Cty. Rd. "G"
New Richmond Wl. 54017 �'1fi5, 24fi 4617
New Construction Use: M Residential ! N f 6 r Code derived design flow rate _ 450 GPD
El ❑ Replacement ❑ Pubic or commercial - Describe:
Parent material CL] ac i a l drift. Flood Plain elevation it applicable n— n a — ft•
General comments
and recommendations: mound C el. 99.80; based on contour line of el. 98.80
❑ Boring
Boring # Ground surface elev. 99.70 ft. Depth to limiting factor 37 in.
® Pit T'_ Soil Applicatio Rate
Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots GPD/f?
in. Munsei Qu. Sz. Cont. Cola Gr. Sz. Sh. 'Eff#1 "EfM2
1 -10 10yr3 /3 none L 2msbk q w if .5 .8
2 10 -18 7.5yr4/4 none sicl 2msbk dsh gy if .4 .6
3 18 -37 7.5yr4/4 none sl 2msbk dsh 9w if .5 .9
4 37 -60 5yr4/4 c2 7.5 r5/8 scl M na na na .0
❑Boring
F
Bonng # 51 Pit Ground surface elev. 99.70 ft. Depth to limiting factor 44 in.
Soil Apdicaticin Rate
Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots GPD/fF
in. Murrell Qu. Sz, Cont. Color Gr. Sz. Sh. 'Eff#1 'EfM
1 0 -12 10 r3/3 none L 2msbk dsh QW if .5
2 12 -27 10 r5/4 none sil 2msbk dsh qW if
3 27 -44 7.5yr4/4 none scl 2msbk dsh gw na .4 .6
4 44 - 5yr4 c2d 7.5yr5/6 scl M na na na .0 .0
Effluent #1 = BOD > 30 220 nV& and TSS >30 < 150 mg/L dent #2 = B 5 30 mg/L an TSS <- 30 mg(L
CST Name (Please Print) Signature CST Number
Gary L. Steel 2298
Address to Evaluation WKWed Telephone Number
1554 200th. Ave., New Richmond, WI. 54011 9 -30 -2000 715 - 246 -6200
Property owner L. Lank nes Parcel ID #Q 1070 -10 -000 Page 2 _ ot _
F- Borng # ❑ Boring
3 ® Pit Ground surface elev. 9 8.70 ft. Depth to limiting factor 34 in. Soil Application Rate
Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots GPD/ff
in. Munsell Qu, Sz. Cont. Cola Gr. Sz. Sh. •Eff#1 •Eff#2
1 ()-9 1 10yr3 /3 none L 2msbk dsh 9V if .5 .8
2 -18 10yr4 /4 none sil 2msbk dsh if .5 .8
3 18 -34 7.5yr4/4 none scl 2msbk dsh Qw na .4 .6
4 34 -60 5yr4/4 fif 7.5yr5/6 scl M na na na .0 .0
F Boring # ❑ Boring
❑ Pit Ground surface elev. ft. Depth to limiting factor in.
Soil Application Rate
Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots GPD/ff
in. Munsell Qu. Sz. Cont. Color Gr. Sz. Sh. "Eff #1 'Eff#2
❑ Boring # Boring
F , Pit Ground surface elev. ft. Depth to limiting factor in.
Soil Application Rate
Horizon Depth Dominant Color Redox Description Texture Structure Consistence BOUrKlary Roots GPM
In. Munsell Qu. Sz. Cont. Color Gr. Sz. Sh. •C-ff#1 •Eff#2
Effluent #1 = BOD > 30:S 220 mg/L and TSS >30 < 150 mgA- ' Effluent #2 = BOD 5 30 mg/L and TSS < 30 mg/L
The Department of Commerce is an equal opportunity service provider and employer. If you need assistance to access services or
need material in an alternate format, please contact the department at 608 -266 -3151 or TTY 608 -264 -8777.
SBD -9330 (RAMO)
•r
STEEL'S SOIL SERVICE
Gary L. Steel Leland Langness 1554 200th Ave.
CSTM2298 NE4NE4 S24- T30N - R18W New Richmond, WI 54017
MPRSW -3254 town of Richmond (715) 246 -6200
IN
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, BM. = top of i pvc pipe C el. 100.00 ,
/Alt. BM.= top of 1 pvc pipe C el. 98.80'
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Gary L. Steel
9 -30 -2000
f W, t
ST CROIX COUNTY
SEPTIC TANK MAINTENANCE AGREEMENT
AND
1 1 2 - 01
OWNERSHIP CERTIFICATION FORM
OwnerBuyer l e- ASS
° 1
Marlin Address 7
� / ♦ S �/ zJ �i c � �..-�. crn � Lc� s S � 17
Property Address
(Verification require from Planning Department for new construction) l
City /State &.e s-r a Identification Number 0 aC - /0 70 - /0
LEGAL DESCRIPTION
Property Location ILE, ' /a, I� r ' /a, Sec. 2 , T_,QN -R /9 W, Town of R, ,�►�►y -�c�
Subdivision Lot #
Certified Survey Map # , Volume , Page #
Warranty Deed # - Volume y Page #
Spec house ❑ yes no Lot lines identifiable ❑ yes k no
SYSTEM MAINTENANCE
Improper use and maintenance of your septic system could result in its premature failure to handle wastes. Proper maintenance
consists of pumping out the septic tank every three years or sooner, if needed by a licensed pumper. What you put into the system
can affect the function of the septic tank as a treatment stage in the waste disposal system.
The property owner agrees to submit to St. Croix Zoning Department a certification form, signed by the owner and by a
master plumber, journeyman plumber, restricted plumber or a licensed pumper verifying that (1) the on -site wastewaterdisposal system
is in proper operating condition and/or (2) after inspection and pumping (if necessary), the septic tank is less than 1/3 full of sludge.
Uwe, the undersigned have read the above requirements and agree to maintain the private sewage disposal system with the standards
set forth, herein, as set by the Department of Commerce and the Department of Natural Resources, State of Wisconsin. Certification
stating that your septic system has been maintained must be completed and returned to the St. Croix County Zoning Office within 30
days of the three year expiration date.
SIGNATURE OF A&PLICANT DATE
OWNER CERTIFICATION
I (we) certify that all statements on this form are true to the best of my (our) knowledge. I (we) am (are) the owner(s) of
the property described above, by virtue of a warranty deed recorded in Register of Deeds Office.
SIGNATURE OF AP CANT DATE
* * * * ** Any information that is mis- represented may result in the sanitary permit being revoked by the Zoning Department. * * * * **
** Include with this application: a stamped warranty deed from the Register of Deeds office
a copy of the certified survey map if reference is made in the warranty deed
L Ml' 4.51
630095
+ STATE BAR OF WISCONSIN FORM 2.1998 KATHLEEN H. WALSH
WARRANTY DFFf) RF_GISTER OF DEEDS
ST. CROIX CO., WI
This Deed, made between Lester W. Langness, a single person, RECEIVED FOR RECORD
Grantor, and Leland E. Langness, Grantee.
Grantor, for a valuable consideration, conveys and warrants to Grantee 09-18-2000 4:00 PM
the following described real estate in St, Croix County, State of Wisconsin (The WARRANTY DEED
"Property "): EXEMPT M
CERT COPY FEE:
An undivided one -half interest in the following described property: COPY FEE:
TRANSFER 19.
THE NORTHEAST QUARTER (NE 1/4) OF SECTION TWENTY -FOUR (24), RECORDING 10500
TOWNSHIP THIRTY (30) NORTH, RANGE EIGHTEEN (18) WEST. PAGES: 1
Recording Area
Name and Return Address
Farm Credit Services
186 County Road U
River Falls, WI 54022
26- 1070 -10. 26. 1070 - 20.26 -1 070 -30 and
26- 1070 -40
Parcel Identification Number (PIN)
This is not homestead property.
Exceptions to warranties: Subject to all easements, restrictions and covenants of record.
Dated this 15 day of September 2000.
a'd-e� C-)
*Lester W. Langness
AUTHENTICATION ACKNOWLEDGMENT
Signature(s) STATE OF WISCONSIN )
) ss.
st:• 070 i�t County )
authenticated this _ day of , 2000, /c
Per ovally came before me this � day of
-- -- iW=� 2000 the above named Lester W Laneness
#
to me known to be the
person(s) who executed the foregoing instrument and acknowledge
TITLE: MEMBER STATE BAR OF WISCONSIN Ase.
(Ifnot,
authorized by § 706.06, Wis. Stats.) V
THIS INSTRUMENT WAS DRAFTED BY * Bonnie L Van Dvk
Hendrik W. Van Dyk Notary Public, State of Wiscons My Commission is permanent.
VAN DYK, O'BOYLE & SILER, S.C. (If not, state expiration date: J It t _ 3 m L )
Post Office Box 127, New Richmond, WI 54017
(Signatures may be authenticated or acknowledged. Both are not
necessary.)
`Names of persons signing in any capacity should be typed or printed below their signatures
WARRANTY DEED STATE BAR OF WISCONSIN
FORM No. 2 - 1998
INFORMATION PROFESSIONALS COMPANY FOND DU LAC, Wt 800 - 855.2021