HomeMy WebLinkAbout038-1163-90-000 Wisconsin Department of Commerce
Safety and Buildings Division PRIVATE SEWAGE SYSTEM Count y
INSPECTION REPORT St. Croix
GENERAL INFORMATION (ATTACH TO PERMIT) Sanitar Permit No.:
Personal information you rovice may be used for secondary purposes [Privacy Law, s.15.04 1 m 374943
Y P Y rY P P [ Y ()( )).
Permit Holder's Name: ❑ City ❑ Village F1 T n of: tate Plan ID No.:
Dornseif Timothy Star Prairie Townshi
CST BM Elev. - . lnsp. BM Elev.: BM Description: Parcel Tax 8-1
l � .� � csF � 038- 1163 -90 -000
TANK INFORMATION ELEVATION DATA
TYPE MANUFACTURER CAPACITY STATION BS HI FS ELEV.
Septic rv� t t4.,,.r_S h Lq* A S-0 Benchmark 9 p D r
Dosing, < < Alt. BM
Aeration Bldg. Sewer Q( p
Holding St/ Ht Inlet 13, v'
TANK SETBACK INFORMATION St/ Ht Outlet
TANK TO P / L WELL BLDG. Ai Intake ROAD Dt Inlet
Septic } ZS' SS r -- NA Dt Bottom 14-LZ ,b$
Dosing > Z 5 " > (P �o r NA Header / Man. 5 •6 `( 46 , Z(�
Aeration NA Dist. Pipe Zp
Holding Bot. System t2 aS.�B
PUMP/ SIPHON INFORMATION Final Grade 5 S
Manufacturer Demand St cover S'Z q2 3V
Model Number 5 GPM
\ TDH Lift Friction � Dia. "( Syst em TDH ` %R o Ft
Fii Forcemain Length ko Dist. To Well AI
SOIL ABSORPTION SYSTEM q. Z21
EQ EN SIONS Width r Length ► f renc es PIT No Pits ja— ide Dia. Liquid Depth
DIM
SYSTEM TO P/ L BLDG WELL LAKE/STREAM LEACHING u a ct
SETBACK
INFORMATION Type Of 1 -1, f CHAMBE Moe Nu r:
System: M 0_Q
DISTRIBUTION SYSTEM y 40 r°
Header/Manifold Distribution Pipe(s) tr p x Hole Size x Hole Spacing Vent To Air Intake
Length Dia. 02 rr Length a ` ,O Dia. ( Spacing 36 V( It Z3 V
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/Tr nch Center Bed/ Trench Edges Topsoil ❑ Yes ❑ No ❑ Yes ❑ No
COMMENTS: (Include code discrepancies, persons present, etc.) o ' Sam
Inspection #1: I /Z / Inspection #2: `1—
Location: 1924 Riverview Lane, Somerset, WI 54025 (NW 1/4 SW 1/4 30 T3 1N R1 8W) - 303118773 Crestview Addition -
Lot
1. )
) Alt BM Description
2.) Bldg sewer length =
- amount of cove = Yes � No
w
3.) contour = 157 1 c> • 1 I D
Plarli revision required? Tj I
Use of er ide for addition inforrratlo (S Z
2 w•(I� ` Dat Inspector's Signature Cert. No.
6710 (R. 97)
S
ADDITIONAL COMMENTS AND SKETCH
SANITARY PERMIT NUMBER:
_
t.
t
s
i
£
,
t
Sanitary Permit Application Safety & Buildings Division
In accord with Comm 83.21, Wi Wis. Adm. Code 201 W. Washington Ave.
lVisconsin �
See reverse side for instructions for completing this application PO Box 7302
Personal information you provide may be used for secondary purposes Madison, WI 53707 -7302
Department of Commerce [Privacy Law, s. 15.04(1)(m)] (Submit completed form to county if not
state owned.
Attach complete plans to the coup co only) fo e - 46% a of less than 8 -1 /2 x I 1 inches in size.
County ` State Sam P rrrrit Number revinUff to pt, ylous application State Plan I. D. Number
�. Z
I. Application Information - Please Print all Informatio , '`-/ Location:
Property Owner Name / t. Property Location
D 7` Y !j^
1/4 64)1 /4, S3d T ,N, R /`E or
Property Owner's Maili g Address 7 J ' Lot Number Block Number
713F 4 / 4 / 7 h .5 ?"' sl 33 6 �t C 0j JN:: x 9 F" � s7`r/r e ul
City, State Zip Code L., t�E Subdivision Name or CSM Number
/I A�11 e S �? Cry s7` 'e4)
II. Type of Building: (check one) ; 4 `` - El City
9_ 1 or 2 Family Dwelling -No. of Bedrooms: 13 Village
7 own of
• Public /Commercial (describe use):_
• State -Owned y o . e
Nearest Road
Parcel Tax Number(s)
III. T ype of Permit: Check only one box on line A. Check box on line B if applicable 3n. 31.
A) 1. JELNew 2. ❑ Replacement 3. ❑ Replacement of 4. 5. 6. ❑ Addition to
System System Tank Only Existing System
B) 11 Permit Number Date Issued
A Sanitary Permit was previously issued
IV. Type of POWT System: (Check all that apply) cJ X'5 W! 3 1
• Non - pressurized In- ground L Mound ❑ Sand Filter ❑ Constructed Wetland
• Pressurized In- oun Kp " L�rjj Holding Tank ❑ Single Pass ❑ Drip Line
• At- de a L Qs 5b O. Aerobic Treatment Unit ❑ Recirculatin ❑Other:
V. Dispersal/Treatment Area Information:
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 (Gals. /day /sq. ft.) (Min. /inch) � J o �. ^ Elevation n
�0 G SQ r '�sQ r cL. / . ?� at `5
VII. Tank Capacity in Total # of Manufacturer Prefab Site Steel Fiber- Plastic
Information Gallons Gallons Tanks Con- Con- glass
New Existing crete strutted
Tanks Tanks
9 � �f ,mac � ❑ ❑ ❑ ❑
VIII. Responsibility Statement
I, the undersigned, assume responsibility for installation of thQ POWTS sho wRpn the attached plans. _ Plumber's Name (print) Plumber's Signature (no stamps): MP RS
No. Business Phone Number
ld'vox A,,- Aew.� 2 - 2 -7
Plumber's Address (Street, City, State, Zip Code)
IX. County/Department Use Only
❑ Disapproved Sanitary Permit Fee (Includes Groundwater Date Issued Issuing Agent Signature (No stamps)
J� Approved ❑ Owner Given Initial Adverse Su harge F
Determination 33 A 5 - , db
X. Conditions of Approval /Reasons for Disapproval:
;s �,e C;L- 362
Y
(ll+� Safety and Buildings
4003 N KINNEY COULEE RD
LACROSSE WI 54601 -1831
TDD #: (608) 264 -8777
isconsin www.commerce.state.wi.us
Department of Commerce Tommy G. Thompson, Governor
Brenda J. Blanchard, Secretary
August 25, 2000
OUST ID No.691727 AT77V.• 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: 08/25/2002 Identi$c rs
r TrOksaction ID N . 412757
Site IV No. 196701
SITE: Pleas refer to both identification numbers,
Site ID: 196701, Timothy & Jennifer Do 411r, f ,? above all correspondence with the agenc
St. Croix County, Town of Star Prairie
NW1 /4, MIA, S30, T31N, R18W
FOR Descriptio • Three Bedroom Moun ystem
Object Type: POW ystem Regulated Object 74�34y,i'
• The submittal described above has been reviewed for conformance with applicable Wisconsin Administrative
Codes and Wisconsin Statutes. The submittal has been CONDITIONALLY APPROVED. The approved
changes will become an addendum to the plans previously approved. All other portions of the installation shall
conform to the original approval. 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
(R.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 VIII of mound
component manual are complied with. A copy of this information must be given to the owner upon completion
of the project.
• A septic tank filter is required. Maintenance information must be given to the owner of the tank explaining that
periodic cleaning of the septic filter is required. Access to the filter for cleaning must be provided per Comm
84 product approval conditions.
• 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 /installation/operation.
• ARTHUR L WEGERER Page 2 8125100
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 08/01/2000
FEE REQUIRED $ 175.00
FEE RECEIVED $ 175.00
Perard M. Swim BALANCE DUE $ 0.00
POWTS Plan Reviewer - Integrated Services
(608)- 789 -7892, Mon. - Fri. 7:15 AM to 4:00 PM
jswim@commerce.state.wi.us WiSMART code: 7633
` Safety and Buildings
4003 N KINNEY COULEE RD
C,Q4 LACROSSE WI 54601 -1831
�� V TDD #: (608) 264 -8777
�sconsin www.commerce.statemi.us
Department of Commerce Tommy G. Thompson, Governor
Brenda J. Blanchard, Secretary
August 25, 2000
CUST ID No.691727 ATTN.- 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: 08/25/2002 Identification Numbers
Transaction ID No. 412757
Site ID No. 196701
SITE• Please refer to both identification numbers,
Site ID: 196701, Timothy & Jennifer Domseif L above, in all correspondence with the agency.
St. Croix County, Town of Star Prairie
NW1 /4, SW1 /4, S30, T31N, R18W
FOR:
Description: Three Bedroom Mound System
Object Type: POWT System Regulated Object ID No.: 754734
• The submittal described above has been reviewed for conformance with applicable Wisconsin Administrative
Codes and Wisconsin Statutes. The submittal has been CONDITIONALLY APPROVED. The approved
changes will become an addendum to the plans previously approved. All other portions of the installation shall
conform to the original approval. 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
(R.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 VIII of mound
component manual are complied with. A copy of this information must be given to the owner upon completion
of the project.
• A septic tank filter is required. Maintenance information must be given to the owner of the tank explaining that
periodic cleaning of the septic filter is required. Access to the filter for cleaning must be provided per Comm
84 product approval conditions.
• 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 perry
required by the state or the local municipality shall be obtained prior to commencement of
construction /installation/operation.
ARTHUR L WEGERER Page 2 8/25/00
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 08/01/2000
#1410& FEE REQUIRED $ 175.00
FEE RECEIVED $ 175.00
Gerard M. Swim BALANCE DUE $ 0.00
POWTS Plan Reviewer - Integrated Services
(608)- 789 -7892, Mon. - Fri. 7:15 AM to 4:00 PM
jswim@commerce.state.wi.us W SMART code: 7633
I
TITLE SHEET Page 1 of 1
MOUND SYSTEM
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
LOCATED IN THE Mk J 1/4 OF THE Slw 1/4 OF SECTION 3 , T 3) N,R ) B W,
TOWN OF p 2l � (_ UkX COUNTY, WISCONSIN.
L ) °t d 1= C \?_Z3T'V l E I.v _
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 �•$.
P• d y
1 L 3 L4 qL T14 Sr tZ. tv .
D Pc � � P�� � h� /u S S 1 Z£� � � N ; OF G MME + r•
DEPPR F E
p1V1S�pN ENG�
I 5EE CO�RESp
PREPARED BY
WECGEF;tER SO I L . TEST I NC3
AND.
D ES I GN SEE I CE
P.O. Box 74 421 N.Main St. O��
River Falls, WI 54022
Phone 715 -425 -0165'
Fax 715 - 425 -6864
1
JOB NO.
Mound System Management Plan Page of
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 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.
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.
Questions on the operation or maintenance of this system should be
directed to the County Zoning office at "11S 38b_y68O or to the
licensed plumber who installed the system.
PLOT PLAN
. � Page 3 of - 7
Scale 1"=90
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nm tti�ys 13 757 Lo 1AJ�--
e - 's
tTL q y - 8.1 �\ ✓
tLgSL ti � Do N OT C ows v> gyprcr o1Z �r
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`F�10� i�7.1fl i'c'T LET
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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 l wp Aso gallon capacity manufactured by
M � t*A3 !T � �1'' l,vc . w ZP�Sa L 0.i7
. Bench mark fit„ 1UC1. o�j III L\Z.ow
5. Divert surface water around system to prevent ponding at the uphill side.
Page O f 7
Approved Synthetic Covering
ASTM C33 Distribution Pipe
Medium Sand
Topsoil -- F Elev. c 1S
3 E
b
Slope
Distribution Cell of Force Main Plowed
z" to 2- Aggregate From Pump Layer
Ft.
E o Z3 Ft.
CROSS SECTION OF A M OUND SYSTEM F 0,b Ft.
G o• S Ft.
A q Ft. Fl X00 Ft.
Linear Loading Rate = Q •Q GPD /LN FT 8 SO Ft.
Design Loading Rate= 0- g7GPD /SQ FT j 1 Ft.
i S Ft.
K 8 Ft.
Alternate Position L 6 Ft.
of
Force Main W Z y Ft.
L
I - Observation Pipe
g K
-- - - -� — —
- - - - - -- -- - - - - -- - - - - -- - - = - -- _ - - -� -
A c-- �-- - -- - - - -- - - - - - -- -------- - - - - -- - - - --
�6 B _ Force Main
W ��- - -- . --- -__ - - - -- _ �_ �.! �.
Distribution t o 2 %"
of =
Pipe Cell Z
aggregate
Observation Pipe
(Anchor securely)
- PLAN VIEW OF A MOUND SYSTEM
Distribution Pipe Layout Page S of
r
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 Ion g turn or 4S ° f ttina 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.
pvC p�1C �vC.
Lateral Manifold Lateral
x x x x W2 x!1 x x x x
Lateral Lenoth — Lateral Length —
Distribution Line IT
• P L� - 1� V \EW --
P >ftCC SQ S s3ox
--0
S
PVC � yt rtlrJ
i
o —_
P p F Hole Diameter ` 3 � 1 �Inch
S 3 Ft. Lateral 1 Inches)
X Z3 inches Manifold Z . Inches
Force Main " Z Inches
# of holes /pipe \
Invert Elevation of.Laterals M -w Ft.
V SA Y-
Combination Septs.c; Tank and
PUMP CHAMBER CROSS SECTIOAI ARID SPECIFICATIOMS ' PAGE OF
. •VEiJ7 CAP
�• WEATHER PROOF
JULJCTIOU 8OX .
ti C.I. VEMT PIPC 1 APPROVED LOCKWG
1'10' fROM MAIJHOLE COVER li
/vl�
:JIMDOW OR FRESH T wARNI►JG LPrgt`L
u.13P 1o>J t'tPE S . awiDulr `
K IuT KE
w /Prat- a qj r rP ALP r ,
bii Ny�iC lj
• __ 6 "•mow. �• 0� � I i Y•MIA.1.
19" AIIJ.
\
+•� PROVIDE I - --
WLET AIRTI&HT SEAL
Approved z �- r-�- I APPzoved
joint w/ I III joint w/
�I
PVC pipe ALARM PVC pipe
__ t3ollz
om
a II
I
t�UM? ot-F Im a< C i
po Lnw EV -D O I
1J a7__ SO c��� r� __�
PUMP OFF
D
COUCRETC
BLOCK
RISER EXIT PERMIT(ED OIJLy IF TA MA U UFAGTURER HAS SUCH APPROVAL 3~ApPRvL
BFDDI
SEPTIC f SPECIFICATIOUS
DOSE II
TAk)K MALJUFACTURER: ZZ43 lam' h3r AIUMBER OF DOSES: S' `o PER DA4
TAWK 51ZE: Ws ` 6S0 GALLOWS DOSE VOLUME z
ALARM MAIJUFACTURER: S S1'L;)"I I 6ACKrLOW: 102- GALLON:
MODEL wumBER: `Au,) CAPACITIES: A= 18
Y��Z°LCJZ IIJCHCS OR , GALLOyS
SWITCH TtIPE: - Lr 8 = Z IUCHES'OR � — G( LLOU5
PUMP 1AAMUFACTURCR: _ GO V S C = IMCHE5 OR l�Z CALLOUS
MODEL IJUMBER: 3 $13S WE OS H rJ INCHES OR y LL GALLOAIS
SWITCH TYPE: _ ti`�1(� MOTE: PUMP AMD ALAFICA ARE To 6C
MIAIIMUM DISCHARGE GPM INSTALLED OW 5EPARATC CIRCUITS
VERTICAL DIFFEREWCE DETWEEU PUMP OFF A►J0..D15TRI5UTIOM PIPE.. 13 FEET
+ 1 1JETWORK SUPPLY PRESSURE ; 2) S FEET
+ �3S FEET OF FORCE MAIN X S.Zq F Yo fTFRICTIOU FACTOR.. - 71. 14 FEET
TOTAL OtJWkMIC HEAD = Z_ 3-$'q FEET
As per manufacturer I lzj gal /in. Liquid depth ag `I
E
uouias
Submersible
Effluent Pump
3885
APPLICATIONS • Overload protection must smooth operation. Silicon can be operated continuously
Specifically designed for the be provided in starter unit. bronze impeller available as without damage.
following uses: Shaft: threaded, 400 series an option. ■ Bearings: Upper and
• Homes stainless steel. ■ Casing: Cast iron volute lower heavy duty ball bearing
• Farms Bearings: ball bearings type for maximum efficiency. construction.
• Trailer courts upper and lower. 2° NPT discharge adaptable ■ Power Cable: Severe duty
• Power cord: 20 foot y rated, oil and water resistant.
• Motels for slide rail systems.
• Schools standard length (optional a Mechanical Seal: SILICON Epoxy seal on motor end
• Hospitals lengths available). CARBIDE VS. SILICON provides secondary moisture
• Industry Single phase:
• Effluents stems •'/3 and Y2 HP -16/3 SJTO CARBIDE sealing faces. barrier in case of outer jacket
y Stainless steel metal parts, damage and to prevent oil
with 115 V or 230 V three BUNA -N elastomers. wicking.
prong plug.
SPECIFICATIONS
• % -1 Y2 HP -14/3 STO with ■ Shaft: Corrosion - resistant ■ 0 -ring: Assures positive
Pump bare leads. stainless steel. Threaded sealing against contaminants
• Solids handling capabilities. Three phase: design. Locknut on three and oil leakage.
%" maximum. • Y2 - 1'/2 HP -14/4 STO phase models to guard
• Discharge size: 2" NPT. with bare leads. On CSA against component damage AGENCY LISTINGS
• Capacities: up to 128 GPM. listed models - 20 foot on accidental reverse rotation.
• Total heads: up to 123 feet length SJTW and STW ■ Motor: Fully submerged in SP Canadian Standards Association
TDH. are standard. high -grade turbine oil for
• Mechanical seal: silicon lubrication and efficient heat UL underwriters Laboratories
carbide -rotary seat/silicon FEATURES transfer.
carbide- stationary seat, 300 a Impeller: Cast iron, semi- ■ Designed for Continuous
series stainless steel metal open, non -clog with pump- Operation: Pump ratings are
parts, BUNA -N elastomers. out within the motor manufacturer's
• Temperature: vanes for mechanical seal recommended working limits,
104oF (40 °C) continuous protection. Balanced for
140 °F (60 °C) intermittent. METERS FEET
• Fasteners: 300 series
stainless steel. s0 i ! SERIES: 3885
• Capable of running dry 25 80 ' ' i RPM: VAR O IDS
Without damage to "� ` i —► 5GPM
components. 70 w E1oH ; 5Fr
Motor a 20 60 ; I
Single phase: _ ! ' i
- WE fl I I 1 t
• % HP, 115 V, 200 V, 230 V,
60 Hz, 1750 RPM; Y HP, a 15
i
115 V, 60 Hz, 3500 RPM; o ao
Y2HP -1 %HP, 230 V, �o i
60 Hz, 3500 RPM. 0 o 30
i
• Built -in overload with -��
automatic reset. L
• Class B insulatio
Three'phase: 10
• Y2 HP -1'/2 HP 200/230/ 0
460 V, 60 Hz, 3500 RPM. 0 10 20 30 40 50 60 70 80 90 100 110 120 130GPM
• Class B insulation. I io I 30 m3 /h
CAPACITY
01995 Goulds Pumps, Inc. Effective May, 1995
Wisconsin Department of Commerce VALUATION REPORT Page �of
Division of Safety and Buildings
in accordance with Comm 85, Wis. Adm. Code
County
Attacn complete site plan on paper not less than 8 1/2 x 11 inches in size. Pian must `
include, but not limited to: vertical and horizontal refer direction and parcel LID
percent slope, scale or dimensions, north arr$ rl�>�d i�st a to nearest road. j
Please print all Reviewed by Date
Personal informailon you provide may be used putp���R�i
Property Owner Property Location
( LI1 rl GGvt Lot 1 /4 1 1 A S3D T .� N R E (or) W
Property Owner's Mailing Address pq Lot 4 Block # Subd. Name or CSM#
�?
city State Zip Code Number "'i-E City ❑ Village IE Town Nearest Road
.5Ta 'e-
New Construction Use: ❑ Residentiai /Number of bedrooms 3 Code derived design flow rate S" GPD
❑ Replacement ❑ Public or commercial - Describe:
Parent material 4 Flood Plain elevation if applicable
General comments
and recommendations:
j Boring # +� Boring c
Pit Ground surface eiev. YC (TO ft. Depth to limiting factor 3�i in.
Soil Application Rate
1 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
D- iY
Io M 319-
3 ,;i- 66 5 c 2 cl -7. SYR S,116 5 y
1 i
i
Boring # L 'Boring
Pit Ground surface elev. .S; !a ft. Depth to limiting factor in. Soli App lication Rate
Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots GPD/ff
o lor
in. Munsell Qu. Sz. Cont. C Gr. Sz. Sh. 'Eff#1 'Eff#2
- lS ll 2 S
3 s� Z* bAr
' Effluent #1 = 800 > 30 220 mg/L and TSS >30 1150 mg /L ' Effluent #2 = SOD 30 mg/L and TSS <_ 30 mg/L
CST Name (Please Print) Signature CST Number
Address Date Evaluation Conducted Telephone Number
D Q 38�
Page
c2 of
Property Owner !
Parcei ID
� -
i
'
Boring # _Baring
Pit Ground surface elev. — 9 2, ft. Depth to limiting factor 3�� in. Soil Application Rate
Horizon Deptn . Dominant Color Redox Description Texture Structure Consistence Boundary Roots GPD/f�
in. Munsell Qu. SZ, Cont. Color Or. Sz. Sh, Eff#1 R *Eff#2
i
38- S S - 7.
Boring rt Boring —�
❑Fit Ground surface elev. ft. Depth to limiting factor in. Soil App licaVon Rate
} Horizon ; Depth Dominant Color Redox Descriptor. Texture Structure 1 Consistence Boundary I Roots GFD:fh
j 1 in. Munsell Qu, Sz. Cont. Color Gr, Sz. SY;. ! ! `Eff#1 'E f #2
I
i
Boring
Boring # o Ground surface elev ft. Depth to limiting factor in.
I_ --J pit Soil Application Rate
Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary ` Roots GPD /ff
in. Munsell Qu. Sz. Con!. Color Gr. Sz. Sh. "Eff#1 `042
I
Effluent #1 = BOD, > 30 < 220 mg/L and TSS >30 < 150 mg /L ' Effluent #2 = BOD < 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 depart-ment at 608 -266 -3151 or TTY 608 -264 -8777,
SBD•8330 A 0? X:
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ST CROIX COUNTY
SEPTIC TANK MAINTENANCE AGREEMENT
AND
OWNERSHIP CERTIFICATION FORM
Owner/Buyer
Mailing Address _7l
Properly Address v�� [�� e v 1 �f> P✓v "�
(Verification required from Planning Department for new construction)
City /State Parcel Identification Number n38 - 116 3 - 1 0
LEGAL DESCRIPTION
Property Location / V., I /, Sec. s y T jLN -R W, Town of i
Subdivision _ G/'t°Sf `� , Lot #
Certified Survey Map # -- ---- . Volume Page #
Warranty Deed # (Q.2,sS4 , Volume ISz 3 , Page # S 4 3
Spec house ❑ yes ❑ no Lot lines identifiable ❑ yes ❑ no
SYSTEM MAINTENANCE
Improper use and maintenanceof 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
masterplumber, joumeymanplumber, restrictedplumber or a li cense d p 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.
7 l 1/Q
GN E OF A ICANT 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.
IGNA OF APPLICANT ATE
* * * * ** 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
STATE BAR OF WISCONSIN FORM I - 1998 625 T$O
WAR PAG. Y DEED KATHLEEN H. WALSH
3 f 593 REGISTER OF DEEDS
Vol. ST. CROIX CO., WI
Document Number
RECEIVED FOR RECORD
This Deed, made between STEPHEN F. PETERSON, 07_034000 9:30 NM
JO L. PETERSON and SCOTT J. COUNT as tena VARRARTY DEED
in common EXEMPT I
_ Grantor. CERT COPY FEE:
and TIMOTHY W. DORNSEIF and JENNIFE M. DORNSEI COPY FEE:
husband and wife TRI�IiM FEE: 9y.50
- RECORDIM FEE: 10.00
PtAG S: 1
Grantee.
Grantor. for a valuable consideration, conveys to Grantee the following
described real estate in St. Croix County, State of Wisconsin
(the "Property"): Retiording n ea
Name and Return Address
Timothy & Jennifer Dornseif
Lot 9, Crestview Addition in the Town of Star Prairie, 7138 44th St. N.
St. Croix County, Wisconsin. Oakdale, MN 55128
038- 1163 -90
Parcel Identification Number (PIN)
This is not homestead property.
(is) (is not)
Together with all appurtenant rights, title and Interests.
Grantor warrants that the title to the Property is good, indefeasible In fee simple and free and clear of encumbrances except — none.
30th of
June 2000
Dated this day
/ i (SEAL) (SEAL)
+ STEPHEN F. PETERSON + JO H L. PETERSO
(SEAL)
(SEAL)
. SCOTT J. OUNTER
AUTHENTICATION ACKNOWLEDGMENT
Signature(s) State of Wisconsin, lI
} ss.
St. G TO1X County. JJ
authenticated this day of Personally came before me this 30th day of
June , 2000 , the above named
Stephen P Peterson
. John L. Peterson
TITLE: MEMBER STATE BAR OF WISCONSIN ��4� Scott J. Counter to
(If not, \ . •'
known to be the person who executed the foregoing
authorized by §706.06. Wis. Stars.) t ' ment nd acknowledge the
atA�Y
3F i
THIS INSTRUMENT WAS DRAFTED BY
,.�A. Vi rginia R. Gartman
Attor Barr C. Lundeen . _f S
MUDGE, PORTER, LUNDEEN & SEGUIN, �. .Q� i.. r Notary Public, State of Wisconsin
110 Second Street, Hudson, Wisconsih•• My commission is permanent. (If not, state expiration date:
(Signatures may be authenticated or acknowledged. Both are not January 25, 2004 )
necessary.)
' Names of persons signing in any capacity must be typed or printed below their signature.
STATE BAR OF WISCONSIN wlsconsin Legal Blank Co.. Inc.
WARRANTY DEED FORM No. 1 - 1993 Mrlwaekee. wal.
OF STAR FRAI RIE.
,p SECTION
PRAIRIE,.
W` CUF
PLAT BEARINGS REFERENCED CURVE LOT RAD IU S
TO THE N -S 1/4 SECTION No: NC). LENGTH
Y
LINE OF SECTION 30,ASSUIWED 1 -2 1' 3r7oo
• � Y BEARING NO °20'08 - W 3 - 3 273.00
3., 3 -6 3 40.00
� s ->• eaoo
s 80. 00
n 4 80.00
sCetcE FEET • , s 80.00
- s 0'0.00
7-0' 6 40.00'
240 180 120' 0 t20� 240'
9 -10 1 1177.93'
7 1177 95'
0 117793
\�N u_a -�� 9'cl.JU�TMENT, 1 0 - 11 329.00
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- ,: .2' -
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WATER EEV - SIPT
-- va�tES &E SE OF 11 -12 1 304.00
EIIS.1nG DAN C;dwmsT4. LINEAL FOOT. ALL I)THER LOT CORNERS
10 304.00'
STAKED .V17H 1x24 "lR7N PIPE tyEI GI'1N5 , 304 -00'
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Safety and Buildings
4003 N KINNEY COULEE RD
LA CROSSE WI 54601 -1831
n TDD #: (608) 264 -8777
'\
Visconsin V �yi(- www•commerce.state.wi . us
Department of Commerce V[ Tommy G. Thompson, Governor
1 I i Brenda J. Blanchard, Secretary
August 17, 2000 - \
CUST ID No.691727 ' ` p ., ATTN: POWTS INSPECTOR
AR L WEGERER c ' / , - ZONING OFFICE
421 ST ' J �c.T�� ST CROIX COUNTY SPIA
PO B r * ,,�a�i v `� -,� 1101 CARMICHAEL RD
RIVER . S WI 54022 '_\.. HUDSON WI 54016
PLAN APP R APPROV "
RE: CO
R EXPIRES: /17/2002 J&n tification Numbers
' Transaction ID No. 412757
Site ID No. 196701
SITE:
P ase refer to both identification numbers,
Site ID: 196701 & Jennifer Dornseif ove, in all correspondence with the agency.
St. Croix County, To ` Star Prairie
NW1 /4, SWIA, S30, 311'1, R18W
FOR:
Descrip on: Four Be oom d System
Object Typ . ystem Regulated Object ID No.: 754734
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
(R.6/99) and the "Pressure Distributidn 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 VIII of mound
component manual are complied with. A copy of this infornAtion must be given to the owner upon completion
of the project.
• A septic tank filter is required. Maintenance information must be given to the owner of the tank explaining that
periodic cleaning of the septic filter is required. Access to the filter for cleaning must be provided per Cornet
84 product approval conditions.
• A Sanitary Pormit must be obtained from the county where this project is located in accordance with the
requiremer of Sec. 145.135 and 145.19, Wis. Stats.
• Inspect of the private sewage system installation is required. Arrangements for inspection shall be made with
the dt gnated county official in accordance with the provisions of Sec. 145.20(2)(d), Wis. Stats.
A copyj6f 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.
K PAL
3 ge ��.
ARTHUR L WEGERER Page 2 8/17/00
4
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 08/01/2000
FEE REQUIRED $ 175.00
FEE RECEIVED $ 175.00
Gerard M. Swim BALANCE DUE $ 0.00
POWTS Plan Reviewer - Integrated Services
(608) -789 -7892, Mon. - Fri. 7:15 AM to 4:00 PM
jswim @commerce.state.wi.us WiSMART code: 7633
i
`'C
Safety and Buildings
4003 N KINNEY COULEE RD
LACROSSE WI 54601 -1831
• Ad v TDD #: (608) 264 -8777
isconsin www•commercestate.wi.us
Department of Commerce Tommy G. Thompson, Governor
Brenda J. Blanchard, Secretary
August 17, 2000 v
CUST ID No.691727 ` ATTN.• POWTS INSPECTOR
ARTHUR L WEGERER .,� ." F,�rLU `' NING OFFICE
421 N MAIN ST ' - -1+ ��FG ROIX COUNTY SPIA
PO BOX 74 �" ( ,� 1 20 !1 CARMICHAEL RD
RIVER FALLS WI 54022 SON WI 54016
RE: CONDITIONAL APPROVE 0 40 oFF��'�
PLAN APPROVAL EXPIRES: 08/1 0��,2 J Identification Numbers
I Transaction ID No. 412757
Site ID No. 196701
SITE: Please refer to both identification numbers,
Site ID: 196701, Timothy & Jennifer Dornseif above, in all correspondence with the agency,
St. Croix County, Town of Star Prairie
NW 1/4, SW 1/4, S30, T3 IN, RI 8W
FOR:
Description: Four Bedroom Mound System
Object Type: POWT System Regulated Object ID No.: 754734
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
(R.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 VIII of mound
component manual are complied with. A copy of this information must be given to the owner upon completion
of the project.
• A septic tank filter is required. Maintenance information must be given to the owner of the tank explaining that
periodic cleaning of the septic filter is required. Access to the filter for cleaning must be provided per Comm
84 product approval conditions.
• 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 privaewage system installation is required. Arrangements for inspection shall be made with
the designated county of in accordance with the provisions of Sec. 145.20(2Xd), Wis. Stats.
A copy of the approved plans, speci ions and this letter shall be on -site during construction and open to
inspection by authorized representative a Departmept, t may include local inspectors. All permits
required by the state or the local municipa 11 pitied prior to commencement of
construction /installation/operation.
J
ARTHUR L WEGERER Page 2 8/17/00
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 08/01/2000
I
FEE REQUIRED $ 175.00
4'
FEE RECEIVED $ 175.00
erard �
M. Swim BALANCE DUE $ 0.00
POWTS Plan Reviewer - Integrated Services
(608)- 789 -7892, Mon. - Fri. 7:15 AM to 4:00 PM
jswim@commerce.state.wi.us WiSMART code: 7633
t'
TITLE SHEET Page 1 of 1
MOUND SYSTEM
FOR
A t4 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
LOCATED IN THE M J 1/4 OF THE Sh, 1/4 OF SECTION 30 ,T 3 J N,R !B W,
TOWN OF S`�-�� p�?p��(Z�r �T", C�?.U� COUNTY, WISCONSIN.
x.07
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 P y4j's•
lally
pllditiOl
t 3 'rZ+ sT mac- tiv . "IV E D
M
OPc� �P�� /v SS 17 l°iM om BUIL
� p�PARSSN� Of � gDItDINd'S
Pp
IVIS
SEE GORRE NDENCE
PREPARED BY
WEGEF;tER SO I L TEST 2 G
AND.
DES I G�V S�F2V S CE
P.O. Box 74 421 N.Main St.
River Falls, 11I 54022
Phone 715 - 425 -0165 'NSC0NS/
Fax 715- 425 - 6864
IINtF!UA l
WFGCREP
0315 P
a 5iL4SWOaiM,
CEIt� sD� b �a.•'' �'
jt/
4r f. OGS DIV
Xf
JOB NO. 00 , Zl
Fµ..
SYSTEM . MANAGEMEiTT Page Z of - 1
Management and maintenance of this system is critical to its proper
operation and longevity. The system owner must be provided with a
complete set of plans including the management section.
GENERAL
Proper functioning of any type of on -site waste disposal system is
dependent on the amount of water entering the system and the quality
of the water. The lower the volume of water and the lower the level
of contaminants, the more efficient and longer lasting, the system
will be.
Typical system components include a septic tank to settle out and
break down solids, an effluent filter at the septic tank outlet to
filter out small particles, a pump tank with an effluent um and
pump
controls and an absorption cell to dispose of the water in a manner
which will protect the groundwater and public health.
RECOMMENDATIONS
1. Install water saving devices when and where possible.
2. Repair any water leaks as soon as P ossible.
3. Do not pour greases, oils, chemicals such as paint or paint
thinners into the system.
4. If you have a garbage disposal, use it sparingly..
5. Do not dispose of any paper products other than tissue into the
system.
6. Try to avoid excessive flows of water in short periods of time
Spreading p ing clothes washing throughout the week is recommended.
MAINTENANCE
I. The septic tank should be inspected by a licensed pumper every
three years or less and pumped if necessary to remove solids
and scum.
2. The effluent filter must be cleaned periodically to remove any
accumulated particles. It should be washed back into the septic
at 6 month intervals or as per the manufacturer's recommendation.
3. Periodic inspections at the observation pipes should be made by
the owner to determine if any ponding is taking place in the
absorption cell. Also check for any seepage to the ground surface.
If co
nsistent ponding or seepage is noted, a licensed plumber
should be contacted,
4. This sytem.contains an alarm which must be installed on a separate
circuit from the pump. If the alarm activates, minimize water use
and contact a licensed plumber immediately.
CONTINGENCIES
Monitoring f the volume and effluent quality may become necessary
g e ue q y y y
if problems develop. Monitoring must be done as the requirements
of COMM 83.54(2). Pumping and disposal of wastewater by a licensed
pumper may be necessary while analysis and, repairs are made.
Ni
1. Failed mounk.,systems may requj,,,re removal and disposal of the
existing and 11 and re gttin it new sand or installing
g �� g g
an aerobic pre- t"atmeq'tinit to reduce or eliminate any clogging
mat. that may be pre,
2. In- ground soil a i stems or at -grade systems may require
the installat' ' an a pti eiaei °ic pre - treatment unit or replacement
of the sys�Add.itional sits and soil evaluations may need to
be donq,,, *B E d additional plans 'ay need to be ,prepared and
approved by the Safety and Buildings Division of the Department
of Commerce.
PLOT PLAN
` Scale 1 "= yp ' Page 3 of
Ism
b0 �-)a cuxlp fte-r 01. EL. q .p \� �\ �JtS)v�La •-fig ft to
t?t. 4S, S' �� \
WWL M laN. Pff Lt"T S& F-Zayor-
v
2
S
I
Lo \Q
I
rn i .
cJt?Pse -� of THE 3�-TpT2e. • v)-,k
1. Elevations shown are e ng ground #Awfations unless otherwise noted.
2. Install 4" observation pi with ,Wroved caps. ( Z required).
3. Septic tank to be \ Zzrj� $4n .* x° capacity manufactured by
Y
LV CST -
4 . Bench mark ZU, 1Uo- r , `�
5. Divert surface water around system to
y prevent ponding at the uphill side.
Page �q- Of 1
Approved Synthetic Covering
ASTi`f C33 Distribution Pipe
Medium. Sand
- :� __H = _ G
Topsoil Ell 9
F v. S.S
_-1 1
E p
3
f..
b
2 1z % Slope
Distribution Cell of Force Main Plowed
" to 2 AgreEate From Pump Layer
0 o,S Ft.
E 0, 6S Ft,
CROSS SECTION OF A MOUND SYSTEM F 0.8 Ft.
G 0.S Ft.
A Ft. h 1 Ft.
Linear Loading Rate= � -0 GPD /LN FT B 10O Ft.
Design Loading Rate= p.4.GPD /SQ FT i 9 Ft.
i S Ft.
K 8 Ft.
Position L lk, Ft.
of
Force Main W Zo Ft.
L -- -- I
Observation Pipe
g _ K
Sax
W
DI" tion to 2%
z "
P1
i•egate
Observation PI
(Anchbr secure .
PLAN VIEW OF A MOUN3) SYSTE,
Distribution Pipe Layout PAce S of
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 dap or threaded plus.
- L.CC`SS 90x_
T`t P 1CI� L C\ZnSS _5 `T1V1�7
F vC. FVC P vC
Lateral Manifold Lateral
x x x x x!Z 1 xQ x x x x
= Lateral Lenoth — Lateral Length — P
Distribution Line
�L�'rhJ N \Ew _
o-
h YT1� 1 Fc1 �
P R Ft. Hole Diameter Inch
S 3, Ft. Lateral " � 1��Z Inches)
X '—V Inches M� ; 3 Inches
�, ' Force Main " 3 Inches
..
# of holes /pipe ZS
Inve =-llevation of.Laterals Ft.
" Combination Sep4' c; and
PUMP CHAMBER CROSS SECTION AND SPECIFICATIONS ' PAGE e OF
-VEUT CAP
WEATHER PROOF
JUWCTIOU BOX
ti C.I. VENT PIPE APPROVED LOCKIMG
1 10' FROM DOOR, 7MAWHOLE COVER t1,X i
.ilmoowOR FRESH LNSEC..
tI.ISP oU PIPE pyB IIJTAKE 1 coracu�c
w /PnVt:n s 4-r a4tP e
� �. I8 MIp.
---- __ - - --
► -� PROVIDE I
IAILE T AIRTIGHT SEAL
Approved r A i �(( Approved
joint t , j joint w/
PVC pipe
ALARM PVC pipe
C
( ! ow
CLEY. FT __�
PUMP —� OFF
0 CO►JCRETC
'1.00 Dtocx
- RISER EXIT PERM11TED OWLtJ IF TAWK M HAS SUCH APPROVAL f 3~APF'QortD
BEDDINr
SEPTIC f SPECIFICATIOA.IS
DOSE
TA►JK MALIUFACTURLR: M I �w �S'}�'21�1 1�1� 9T WUMbER OF DOSES: S'� S PER DAy
TANK SIZE: X130 OO GALLOWS DOSE VOLUME r
ALARM MAUUFACTURCR:
5z-' .1;1 S'-f_S1'L s 1AI1LUDIWG, OACKtLOW: `� -� GALLONS
MODEL ►DUMBER: \Z\ "UJ CAPACITIES: A- _L_ UICHCS OR GALLOUg
SWITCH TZPC: G(�
tt. ous
PUMP MAW UFAC T UitCR: -- C Q U \—D S G = 6 I & KHES OR Lz �- --Jt tALLOUS
MODEL WU1A9ER: 3885 ' W E'O3 L D IMCHES OR )o6TL/ CALLOUS
5WITCH TYPE: uOTE: PU M P AKID ALA m ARC TO e��
MIUIMUM DISCHARGE RATE I GPM IN5TALL4 , , 4W SEPARATE CIRCUITS
VERTICAL DIFFERENCE DETWEEU PUMP OFF A RIBUTIOU PI „P, FEET
f MIUIMUM METWORK SUPPLY PRESSURE
. FLET
-
F _ FEET CAF FORCE MAIN X �.l�o F ?` TOR. FEET
.20
TO r IJAMIC HEAD ''` rTM FEET
As per manufacturer - Ll p5 gal /in Liquid depth 3 $ `I
Pv�� P�FOa- wi�vcE �yiz.yE i�� moo; -�
E uOUIaS
Submersible
Effluent Pump
3885
APPLICATIONS • Overload protection must smooth operation. Silicon can be operated continuously
Specifically designed for the be provided in starter unit. bronze impeller available as without damage.
following uses: • Shaft: threaded, 400 series an option. ■ Bearings: Upper and
• Homes stainless steel. ■ Casing:.Cast iron volute lower heavy duty ball bearing
• Farms • Bearings: ball bearings type for maximum efficiency. construction.
• Trailer courts upper and lower. 2" NPT discharge adaptable n Power Cable: Severe duty
• Motels
• Power cord: 20 foot for slide rail systems. rated, oil and water resistant.
• Schools standard length (optional n Mechanical Seal: SILICON Epoxy seal on motor end
• Has itals lengths available).
p CARBIDE VS. SILICON provides secondary moisture
•Industry Single phase:
• Effluent systems ; •'/3 and'' /2 HP -16/3 SJTO CARBIDE sealing faces. barrier in case of outer jacket
Y Stainless steel metal parts, damage and to prevent oil
with 115 V or 230 V three BUNA -N elastomers. wicking.
SPECIFICATIONS pron 1 %2 plug, 14/3 STO with in Shaft: Corrosion - resistant ■ 0 -ring: Assures positive
Pump bare leads. stainless steel. Threaded sealing against contaminants
• Solids handling capabilities: Three phase: design. Locknut on three and oil leakage.
W maximum. • '/2 -1 Y2 HP —14/4 STO phase models to guard
• Discharge size: 2" NPT. with bare leads. On GSA against component damage AGENCY LISTINGS
• Capacities: up to 128 GPM. listed models - 20 foot on accidental reverse rotation.
• Total heads: up to 123 feet _ length SJTW and STW ■ Motor: Fully submerged in SA Canadian Standards Association
TDH. are standard. high -grade turbine oil for
• Mechanical seal: silicon lubrication and efficient heat UL Underwriters Laboratories
carbide -rotary seat/silicon FEATURES transfer.
carbide- stationary seat, 300 m Impeller: Cast iron, semi- ■ Designed for Continuous
series stainless steel metal Operation: Pump rating are
parts, BUNA -N elastomers. open, non -clog with pump- p g .
within the motor manufacturer's
• Temperature: out vanes for mechanical seal recommended working limits,
104 °F (40 °C) continuous protection. Balanced for
140 °F (60 °C) intermittent.
METERS FEET
• Fasteners: 300 series
stainless steel. 9° I SERIES: 3885
• Capable of running dry 25 e0 ! E ' SIZE: Y4* SOLIDS
without damage to w E1 I i i RPM: VARIOUS
—►SGPM
components. 70 WE1 5Fr i
Motor a 20 so i
Single phase: _ i
Ee
• ' Y3 HP,115 V, 200 V, 230 V, 15 50
60 Hz, 1750 RPM;'' /2 HP, z 4
115 V, 60 Hz, 3500 RPM; Q 40 {
Y2 HP — 1'/2 HP, 230 V, a I
60 Hz, 3500 RPM. a 1 30 '
• Built -in overload with vuEO i i
automatic reset. 20 5
• Class B insulation.
Three'phase: 10
• Y2 HP —1'/2 HP 200/230/ ! ! 1 6 - I '
0 .
460 V, 60 Hz, 3500 RPM, �' 0 10 20 30 40 60 70 80 90 100 110 120 130GPM
• Class B insulation. o ti i 20 30 m
14"PACITY
®1995 Goulds Pumps, Inc. Effective May, 1995
11 B3885
Wisconsin Department of Industry SOIL AND SITE EVALUATION REPORT Page 1 of 3
Labor and Human Relations
- Division of Safety & Buildings in accord with ILHR 83.05, Wis. Adm. Code
COUNTY
Attach complete site plan on paper not less than 8 1/2 x 11 inches in size. Plan must include, but St. Croix
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 REVIEWED BY DATE
PROPERTY OWNER: PROPERTY LOCATION
Peterson Construction GOVT. LOT S;7 1/4 SE 1/4,S 30 T 31 N,R IS for) W
PROPERTY OWNER':S MAILING ADDRESS L0 # BL CK # SUBD. NAME OR CSM #
1023 N. Knowles Ave. y npa Crestview
Q1TY, ST, IE CODE PHONE NUMBER C]CITY [:]VILLAGE UFOWN NEAREST ROAD
N ew lchmond, ?II. 5401 (7 246 -5650 Star Prarie Riverview Ln.
[*New Construction Use (x Residential / Number of bedrooms 3 [ ] Addition to existing building
( ] Replacement [ ] Public or commercial describe
Code derived daily flow4 gpd Recommended design loading rate • 5 bed, gpd/ft • trench, gpd /ft
Absorption area required 375 bed, ft 375 trench, ft Maximum design loading rate . 5 bed, gpd /ft •6 trench, gpd/ft
Recommended infiltration surface elevation(s) 103.50 ft (as referred to site plan benchmark)
Additional design / site considerations n a
Parent material pitted outwash Flood plain elevation, if applicable n/a ft
S = Suitable for system CONVENTIONAL MOUND 71N-G PRESSURE AT -GRADE SYSTEM IN FILL HOLDING TAN U = Unsuitable for s stem S U BS ❑ U ta
❑ S U El L V ❑ S [
SOIL DESCRIPTION REPORT
Depth Dominant Color Mottles Structure GPD /ft
Boring # Horizon in. Munsell Qu. Sz. Cont. Color Texture Gr. Sz. Sh. Consistence Boundary Roots Bed Trench
1 0 -9 10yr3/2 none SL. 2 /m /gr mfr 777
1
2 9 -20 10yr4 /4 none SL. 2 /m /sbk mfr g/w 1 /f- .5 .6
Ground 3 0 -36 7.5yr 4/6 none LS. 0 /sg mvfr g/w n/a .7 .8
elev.
102 4 6 -72 7.5yr4/4 none SL. M mvfi n/a n/a n/p n/p
Depth to
limiting
factor
36"
Remarks:
Boring #
1 0 -11 10yr3 /2 none SL. 2 /n /gr/ mvfr g/w 2/f .5
U 2 11 - 34 10yr4 /4 none SL. 2 /m /sbk mvfr g/w 1/f .5 .6
3 34 -60 7.5yr4/4 none SL. M mvfi na/ na/ n/p n/p
Ground
elev. t ,
1
Depth to
limiting -� _•'; ..,,;
factor ° h
3 4 11 ! a }
Remarks:.. ! t
CST Name: — Please Print Gary L. Steel 715- 246 - 6R":
Address: 1554 200 kh. Ave .
,, Ne# Richmond, tidi . 54017
Signature: Date: �s T Number:
6 -11 -93 22915
PROPERTY OWNER Peterson Const. SOIL DESCRIPTION REPORT Page 2 - - of 3
PARCEL I.D. #
Depth Dominant Color Mottles Texture Structure Consistence Y Roots GPD /ft
Boring # Horizon in. Munsell Qu. Sz. Cont. Color Gr. Sz. Sh. Bed Trench
<`3 1 0 -8 1 3/2 none SL. 2 /m /gr mvfr g/w 2 /f_ .5 .6
2 8 -13 10yr4 /4 none sil. 2/m /sbk mfr g/w 1/f .5 .6
Ground 3 13 -32 7.5yr4/4 none SL. 2/m /sbk mvfr g/w 1/f .5 .6
10 1e1e.'Q ft. 4 32 -4 7.5yr4/4 none SL. M mvfi g/w na/ n/p ; n /p
Depth to 5 47 -65 7.5yr4/6 c3p 7.5yr5/8 S 0 /sg nl na/ na/ .7 .8
limiting
factor
3
Remarks:
Boring #
..............
......... .
Ground
elev.
ft.
Depth to
limiting
factor
Remarks:
Boring #
Ground
elev.
ft.
Depth to
limiting
factor
Remarks:
Boring #
Ground
elev.
ft.
Depth to
limiting
factor
Remarks:
SBD- 8330(8.05/92)
STEEL'S SOIL SERVICE 54 2 00 A
Gary L. Steel
C.S.T. 2298 Peterson Construction New Richmond, WI 54017
MPRSW -3254 SW4SE4 S30- T31N -R18W (715) 246 -6200
town of Star Prarie
lot #9, Crestview
1
e -VA
1 00
0 °
J
C4 �
t �