HomeMy WebLinkAbout018-1015-90-400
Wisconsin Department of Commerce PRIVATE SEWAGE SYSTEM County: St. Croix
Safety and Building Division
INSPECTION REPORT Sanitary Permit No
GENERAL INFORMATION (ATTACH TO PERMIT) State Plan ID No 584749
:
Personal information you provide may be used for secondary purposes [Privacy Law, s.15.04 (1)(m)] 2700662
Permit Holder's Name: City Village Township Parcel Tax No:
Ron Bonte TOWN OF HAMMOND 018-1015-90-400
CST BM Elev: Insp. BM Elev: BM Description: A A , Section/Town/Range/Map No:
rY 11 08.29.17.116D
TANK INFORMATION ELEVATION DATA
TYPE MANUFACTURER Ay CAPACITY STATION BS HI FS ELEV.
Septic •r^ 1 Benchmark IS 166.76
11#11J 0, /dc:ll
Dosing Alt. BM
Co" a d' i' Goy 'K ~S5 95 , 7
Bldg. Sewer 13 S 7• t
Holding ~i St/Ht Inlet
_ •a
TANK SETBACK INFORMATION St/Ht Outlet %
TANK TO /L WELL BLDG. ent Air Intake ROAD Dt Inlet
Septic Dt Bottom
7 Al 26 L~ * IS •-i SZ . t
Dosing 1 / Header/Man.
/Q 37461 dti
Aeration e* - Dist. Pipe
57.4 7.- Joo.c,l 4. 9S• aR
Holding Bot. System
G
PUMP/SIPHON INFORMATION Final Grade CPO. cF~
Manufacturer / Demand St Cover / qL
-Z l~$t~ GPM h4,-``- 6
* /q7
Model Number 7• / _ Q v ` ZS
TDH Lifk z Friction Loss System Head TDH ~FQ
1 r S 22.
Forcemain I Length Dia. Dist. to Well
% ~
SOIL ABSORPTION SYSTEM
BED/TRENCH Width Length NPIT DIMENSIONS No. Of Pits Inside Dia--, Liq dye Depth
DIMENSIONS / 160 e
SETBACK SYSTEM TO P/L BLDG WELL LAKE/STREAM LEACHING Manufacturer:
INFORMATION CHAMBER OR
Typ f Syste UNIT Model Number: r. /Oz, I 1 A'
DISTRIBUTION SYSTEM
Header/Manifold Dstribution 0 1
x Hole Siz~ x Hole Spacing Ve o Air In
Ppe(s) ✓
p Length Dia l iLength 77` 42'
Dia_ 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 1''61- Bed/Trench Edges Topsoil
No Yes E] No
COMMENTS: (Include code discrepencies, persons present, etc.) Inspection #^1: Inspection #2:
Location: 1068 170TH ST ~ (~I►--~jp J / 11 Ilvn1•
,G
1.) Alt BM Description = ~ j
2.) Bldg sewer length = G5 a;~s ~dd"(,_
- amount of cover
7'/0
r 1 . / CI
Plan revision Required? ❑ Yes ~4'0 L-7
Use other side for additional information. 1 w / J
SBD-6710 (R.3/97) Date Insepctor's lature Cert. No.
1
County r
Industry Services Division
1400 E Washington Ave Sanitary Permit Number (to be filled in by Co.)
P S~ P.O~., Box 7y162
Madison, " EC-Ef*
p,.
K~xE~,~tt1:d P~:
Sanitary Permit Application MAY r, State Transaction Number
In accordance with SPS 383.21(2), Wis. Adm. Code, submission of this form to th~ea propriate governmental unit 7 bb L
is required prior to obtaining a sanitary permit. Note: Application forms for state- 1rteeRw)&,J tied to
the Department of Safety and Professional Services. Personal information p ( }yb few Project Address (if different than mailing address)
purposes in accordance with the Privacy Law, s. 15.04(1)(m), Slats. TI 16 vg 17~L~ 1 5..(4-
I. Application Information - Please Print All Informatio
Property wner's Name W12~ Parcel # qO-ZW6a
a `6 . Z I'7 .
llsc~
Propertv Owner's Mailing Address Property Location me
0 7 Govt. Lot
l og Zip Code Phone Number C'~/<,/v~'/4, Section 15
T;Z N R/ ~E circle
f
II Type of Building (check all that apply) Lot #
or 2 Family Dwelling - Number of Bedrooms KFD Z Subdivision Name
Public/Commercial - Describe Use Q eZ`bd 'I- Block #
WSJ a dam- ❑ City of
❑ State Owned - Describe Use r
Village of
CSM Number
167,70 E'
4+-l67ra Vol to 11721 VTown of
III. T e of Permit: (Check only one box on line A. Complete line B if a licable)
A. 9V 9 New System ❑ Replacement System ❑ Treatment/Holding Tank Replacement Only ❑ Other Modification to Existing System (explain)
B. ❑ Permit Renewal ❑ Permit Revision ❑ Change of ❑ Permit Transfer to New List Previous Permit Number and Date Issued /
Before Expiration Plumber Owner
IV. Type of POWTS System/Component/Device: (Check all that a ply)
❑ Non-Pressurized In-Ground ❑ Pressurized In-Ground &AL-_GLak_ ❑ Mound > 24 in. of suitable soil ❑ Mound < 24 in. of suitable soil
❑ Holding Tank ❑ Other Dispersal Component (explain) Pretreatment Device (explain)
V. Dis ersal/Treatment Area Information:
Design Flow (gpd) Design Soil Application Dispersal Area Required (sf) Dispersal Area Proposed (s System Elevation
Rate(gpdsf) qt
VI. Tank Info Capacity in
Gallons Total # of
Gallons Units Manufacturer U
„ o _
New Tanks Existing Tanks / _
6 re; p U 2 P„ w C7 p
Septic ding_Tank \ ❑ ❑ ❑ ❑
Dosing Chamber ~Q SU p ❑ ❑ ❑ ❑
VII. Responsibility Statement- I, the undersigned, as a responsi i r installation of the POWTS shown on the attached plans.
Plumber's Name (Print) Plu is t MP/MPRS Number Business Phone Number
Todd L Sinz MP139462 715-235-2644
Plumber's Address (Street, City, State, Zip Code)
E5609 708th Ave Menomonie Wi 54751
VIII only epartment Use Only V\
Approved El Di ?.ven45~n Permit Fee Date sued 'w Issum ent • ature
E] for Denial $ G • Uv ~Z g
IX. Condpll{~NWReasonsfo Disapproval
1 ' ptks tank, etlk nt 3) i f-;0'^6 A.
",Ilkemi cell "lust all be services I nnln ' ~tA t TWOS •4~l
as,per macagement plan prodded by plumber.
2. At~ requitim, ents- WjMt. %paintF_
iriet r r t
code / =113anew. A.,. 4. Attach to complete plans for the system and submit to the Coun only on paper of less than 8 v2 11 inches in size
1AGk+ Y ~+1AnQ.dtA ~AQ~ 1.
SBD-6398 (R03/14)
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~otipgx7srE ~f DIVISION OF INDUSTRY SERVICES
2331 SAN LUIS PL STE 150
GREEN BAY WI 54304-5211
in
S Contact Through Relay
P http://dsps.wi.gov/programs/industry-services
Ji www.wisconsin.gov
%SSrorScott Walker, Governor
Dave Ross, Secretary
April 29, 2016
CUST ID No. 139462 ATTN: POWT,S Inspector
TODD L SINZ ZONING OFFICE
TL SINZ PLUMBING INC ST CROIX COUNTY SPIA
E5609 708TH AVE 1101 CARMICHAEL RD
MENOMONIE WI 54751-5520 HUDSON WI 54016-7708
CONDITIONAL APPROVAL
PLAN APPROVAL EXPIRES: 04/29/2018 Identification Numbers
Transaction ID No. 2700662
SITE: Site ID No. 823492
Holzer Please refer to both identification numbers,
Town of Hammond above, in all correspondence with the agency.
St Croix County
SE 1/4, NE 1/4, S8, T2 9N, R17W
FOR:
Description: 4 Bedroom - At-Grade
Object Type: POWTS Component Manual Regulated Object ID No.: 1598724
Maintenance required; 600 GPD Flow rate; 40 in Soil minimum depth to limiting factor from original grade; System(s):
At-grade Component Manual, Version 2.0, SBD-10854-P (N.03/07, R. 1/12), Mound Component Manual - Ver. 2.0,
SBD -10691-P (N.01/01, R. 10/12), Pressure Distribution Component Manual - Ver. 2.0, SBD-10706-P (N.01/01, R.
10/12); Effluent Filter
The submittal described above has been reviewed for conformance with applicable Wisconsin Administrative Codes
and Wisconsin Statutes. The submittal has been CONDITIONALLY APPROVED. This system is to be constructed
and located in accordance with the enclosed approved plans and with any component manual(s) referenced above.
The owner, as defined in chapter 101.01(10), Wisconsin Statutes, is responsible for compliance with all code
requirements.
No person may engage in or work at plumbing in the state unless licensed to do so by the Department per s.145.06,
stars.
The following conditions shall be met during construction or installation and prior to occupancy or use:
• Preserve dispersal area prior and during construction to avoid disturbance, compaction and use of the site.
• Any tall grasses, leaves and shrubs shall be cut short and removed prior to tilling the surface for installation to
prevent matting under the dispersal area.
• Prior to construction of the dispersal area, check the moisture content of the soil to a depth of 8 inches.
Smearing and compacting of wet soil will result in reducing the infiltration capacity of the soil. Proper soil
moisture content can be determined by rolling a soil sample between the hands. If it rolls into a 1/4- inch wire
the site is too wet to prepare. If it crumbles site preparation can proceed If the site is too wet to prepare do not
proceed until it dries.
APPR
• Divert surface water from POWTS Area. P T OF $
• All piping shall conform to SPS Table 384.30-3 and SPS Table 384.30-5 'L=ESS1Qw
• Insulate building sewer beyond 30 feet per SPS 382.30 (11)(c) DF ENDt1
• Tank Installation to follow all manufacture's recommendations.
• Verify property line(s) prior to installation. vfi*z
TODD L SINZ Pa.-e 2 4/29/2016
• Final elevations of pump off and invert of distribution pipe; need to be verified for proper pump sizing.
• Areas that are occupied with rock fragments, tree roots, stumps and boulders reduce the amount of soil
available for proper treatment. If no other site is available, trees in the basal area of the mound must be cut off
at ground level. A larger fill area is necessary when any of the above conditions are encountered, to provide
sufficient infiltrative area.
Owner Responsibilities
• The current owner, and each subsequent owner, shall receive a copy of this letter including instructions
relating to proper use and maintenance of the system. Owners shall receive a copy of the appropriate operation
and maintenance manual and/or owner's manual for the POWTS described in this approval.
• 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. SPS 383.54(1).
• 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.
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
c onstruction/installati on/operation.
In granting this approval the Division of Industry Services 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.
The above left addressee shall provide a copy of this letter and the PO WTS management plan to the owner and any
others who are responsible for the installation, operation or maintenance of the PO WTS.
Sincerely, [Fee Required $ 250.00
his Amount Will Be Invoiced.
When You Receive That Invoice,
Tim Vander Leest lease Include a Copy With Your
Private Sewage Plan Reviewer, Division of Industry Services Payment Submittal.
(920)492-2214, Monday - Friday 6 am To 3:30 pm WiSMART code: 7633
tvanderleest@wis cons in. gov
cc: Edwin A Taylor, Wastewater Specialist, (715) 634-3484, Monday - Friday 8:00 am To 4:30 pm
Note: Effective January 1, 2012, all codes under the jurisdiction of the Division of Industry Services (formerly
Safety & Buildings) will be modified. Code references with prefixes starting with "Comm" have been replaced with
"SPS" to recognize the relocation of the Division of Industry Services from the former Department of Commerce to
the Department of Safety & Professional Services. Additionally, all IS (formerly S&B) codes have been renumbered
and addressed in a "300" series. For future reference, the Wisconsin Commercial Building Code will be addressed
by SPS Chapters 360-366.
TODD L SNZ 1~'aLt 2 4/29/2016
• Final elevations of pump of and invert of distribution pipe; need to be verified for proper pump s zing.
• Areas that are occupied with rock framcnts, tree roots, stumps and boulders reduce the amount of soil
available for proper treatment. Ifno other site is available,, trees in the basal area of the mound must be cut off
at ground level. A larder fill area is necessar when any of the above conditions are encountered, to provide
sufficient infiltrative area.
Owner Responsibilities
• The current owner, and each subsequent owner, shall receive a copy of this letter including instructions
relating to proper use and maintenance of the system. Owners shall' receive a copy of the appropriate operation
and maintenance manual and/or owner's manual for the POWTS described in this approval.
• The owner of a POWTS shall be responsible for ensuring tha the operation and maintenance of the POWTS
occurs in accordance with this chapter and the approved management plan under s. SPS 383
• In the event this soil absorption system or anv of its component parts malfunctions so as to create a health
hazard, the property owner must follow the contingency Dian as described in the approved plans.
A copy of the approved plans, specifications and this letter shall be on-site du:-ing construction and open to
inspection by authorized representatives of the Department, which may include local inspectors. Ali permits
required by the state or the local municipality shall be obtained prior to commencement of
construction/installation/operation.
In granting this approval the Division of Industry Services reserves the right to require changes or additions should
conditions arise making them necessay 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.
The above left addressee shall provide a copy of this letter and the POWTS management plan to the owner and any
others who are responsible for the installation, operation or maintenance of the POWTS.
Sincerely, Fee Required S 250.00
This Amount Will Be Invoiced.
When You Receive That Invoice,
Tim Vander Leest Please Include a Copy With Your
Private Sewage Plan Reviewer , Division of Industry Services Payment Submittal.
(920)492-2214 , Monday - Friday 6 am To 3:30
Pm 'WiSM_9RT code: 7633
tvanderl eestC W is cons in. ao V
I
cc: Edwin A Taylor, Wastewater Specialist. (715) 634-3484 , Monday - Friday 8:00 am To 4:30 pm
Note: Effective January 1, 2012, all codes under the jurisdiction of the Division of Industry Services (formerly
Safety & Buildin(gs) will be modified. Code references with prefues sta daE with "Comm" have been replaced with
"SPS" to recognize the relocation of the Division of Industy Services from the former Department of Commerce to
the Department of Saf ty & Professional Services. Additionally, all IS (formerly S&B) codes have been renumbered
and addressed in a "300" series. For future reference, the Wisconsin Commercial Building Code will be addressed
by SPS Chapters 360-366.
RECEIVED
APR 2 2 2016
VICES
RESIDENTIAL AT-GRADE DESIGN
INDEX AND TITLE SHEET
Project Brad & Ali Holzer Sewer
Owner Brad Holzer
Address P O Box 386
Baldwin WI 54002
715-977-0203
Legal Description SE1/4 NE1/4 S8 T29 R17W
Township Hammond County St Croix
Subdivision Name Lot No.
Parcel ID Number 018-1015-90-400
Plan Transaction Number
Index sheet Page 1
Calculations Page 2
At-grade drawings Page 3
Laterals and dose tank Page 4
Specifications Page 5
Management & contingency plan Page 6
Pump curve & specifications Page 7
Plot p n Page 8
Designer Todd L Si fz License Number MP139462
Signature Phone Number 715-235-2644
Date 04/20/16
Designed pursuant to:
At-grade Component Manual for POWTS SBD-10570-P (R.6/99), and both' LY
SSWMP Publication 9.6 Design of Pressure Distribution Networks for ST - SAS (01/81) and Pressure Distribution Component Manual Ver. 2.0 SBD-10706-P (N. 01/01) ETY AND
SERVICES
Version 5.0 (10/05) Page 1 of 8 `t°Ry SERVICES
r=: ",'CE
PRESSURIZED AT-GRADE DESIGN
Flows and Site Data Entry.
r' Residential or commercial?
400.0 Estimated wastewater flow (gpd)
600.0 Design wastewater flow (gpd)
2.00 % Site slope
94.50 Contour elev. below lateral (ft)
40.00 Depth to limiting factor (in)
__WJ 0.60 In-situ soil application rate (gpd/ft^2)
Distribution Cell Information
1 Influent wastewater quality
10.00 Linear loading rate gpd/ft
10.00 Effective absorption width (ft)
10.00 Max. effective width permitted (ft)
100.00 Aggregate length (ft)
Pressure Distribution Data Entry
e Center or end lateral connection
1 Number of laterals
0.125 Orifice diameter (in) e.g. 0.25
1.50 Estimated orifice spacing (ft)
2.00 Forcemain diameter (in)
Forcemain flow velocity (ft/sec)
1 ,r 120.00 Forcemain length (ft) y Does forcemain drain back?
80.00 Pump tank elevation (ft) y Are laterals at highest point?
6.5 System head (ft) x 1.3 NA
2 14.00 Vertical lift (ft) 19.6 Forcemain drainback (gal)
1.99 Friction loss (ft) 79.5 5x Lateral void volume (gal)
' J 0.00 In-line Filter Loss (ft) 99.1 Minimum dose volume (gal)
22.49 Total dynamic head (ft) 27.6 System demand (gpm)
Lateral Diameter Selection Gallons/Inch Calculator
Pipe diameter Design options Design choice Total Tank Capacity (gal)
1 in Total Working Liquid Depth (in)
1.25 in Gal/in (enter result in cell G46)
1.5 in
2 in x x_ Treatment Tank Information
3 in x 1250 Septic tank capacity (gal)
Huffcutt Concrete Manufacturer
Effluent Filter Information Dose Tank Information
Orenco Biotube Filter manufacturer 758.0 Dose tank capacity (gal)
FT0822-14BA Filter model number 16.9 Dose tank volume (gal/in)
Huffcutt Concrete Manufacturer
Project: Brad & Ali Holzer Sewer
Transaction Number: Page 2 of 8
I
AT-GRADE PLAN VIEW
D -t
1/6 B Observation pipes (2 typical) A 10.00 ft
D B 100.00 ft
I t---t 1 /6 B 16.67 ft
C 12.00 ft
W C D 5.00 ft
E 2.00 ft
L 110.00 ft
D B W 22.00 ft
A x B 1000.00 ft-2
L
k_- Cap
Typical obs. pipe.
0 = Total aggregate cell A x B 6 , and anchhoreder
securely.
= Plowed area L x W
6"
AT-GRADE CROSS SECTION
Svnthetic fabric cover
> 96.33 ft Finished grade
elevation
Lateral 95.00 ft
invert elev. f- Observation pipe
at aggregate toe
E
f, 2 % Slope
Surface contour 94.50 ft C A
and system
elevation D
0 = 12 in. topsoil and subsoil
over aggregate and tapered to toes. Plowed layer
below L x W
= 6 in. aggregate below
pipe(s), and 2 in. above pipe.
Project: Brad & Ali Holzer Sewer
Transaction Number: Page 3 of 8
PRESSURE DISTRIBUTION AND DOSE TANK
Lateral Diagram - End Connection
P
La_ r hole drilled near t Q end ,:,E- X- I L v+ -rail_ fon;e main c it F"JC 'oc1, 41--
H---]e_ drill=-d r. the bottom .f rl e lateral ir,r COrah:l Table 24-:10-5 1
eq ,lly pa.ed • =Turn-upv.it-allva1-3 rcIoan outplug
Lateral Specifications
0.125 Orifice diameter (in) End Lateral connection point
X 1.48 Orifice spacing (ft) 1 Number laterals
67 Orifices/lateral P 97.68 Lateral length (ft)
27.6 Lat. discharge rate (gpm) 2.00 Lateral diameter (in)
2.00 Forcemain diameter (in)
27.6 Sys. discharge rate (gpm) 120.00 Forcemain Length (ft)
22.49 TDH (ft)
Typical Pump Chamber Layout
Approved manhole cover with
Weather-proof warning label and locking device
junction box
Final grade 4"
disconnect
Tank component is ; Alternate
properly vented 1-, outlet
location 18" min.
Electrical as per NEC 300 and 1( Approved outlet joint
Comm 16.28 WAC
Tank full
to Inches Gallons A Provide 1/4"
a A 25.0 422.3 weep hole or
G antisiphon
Alarm on device.
~ B 2.0 33.8 g
C 5.9 99.1 Pump on
i5 D 12.0 202.8 81.00 ft C
Totals 44.9 758.0
Pump off
D
Bedding under tank 80.00 ft
Zoeller Pump manufacturer SJE Rrhombus Alarm manufacturer
N152 Pump model number Tank Alert 1 Alarm model number
Project: Brad & Ali Holzer Sewer
Transaction Number Page 4 of 8
At-grade System Maintenance and Operation Specifications
Service Provider's Name T L Sinz Plumbing Inc. Phone 715-235-2644
POWTS Regulator's Name St Croix County Zoning ! Phone 715-386-4680
System Flow and Load Parameters
Design Flow - Peak 600 gpd Maximum Influent Particle Size 1/8 in
Estimated Flow - Average 400 gpd Maximum BOD5 220 mg/L
Septic Tank Capacity 1250 gal Maximum TSS 150 mg/L
Soil Absorption Component Size 1000.0 ft2 Maximum FOG 30 mg/L
Type of Wastewater Domestic Maximum Fecal Coliform >10E4 cfu/100 mL
Service Frequency
Septic and Pump Tank Inspect and/or service once every 3 years
Effluent Filter Inspect and clean at least once every 3 years
Pump and Controls Test once eve 3 years
Alarm Should test monthly
Pressure System Laterals should be flushed and pressure tested every 1.5 years
Mound Inspect for ponding and seepage once every 3 years
Miscellaneous Construction and Materials Standards
1. Observation pipes are slotted and materials conform to Table Comm 84.30-1, have a watertight cap,
and are secured in as shown in the at-grade component manual.
2. Dispersal cell aggregate conforms to Comm 84.30 (6)(i), Wis. Adm. Code.
3. All gravity and pressure piping materials conform to the requirements in Comm 84, Wis. Adm. Code.
4. Tillage of the basal area is accomplished with a mold board or chisel plow.
5. The at-grade structure and other disturbed areas will be seeded and mulched to prevent soil erosion
and help reduce frost penetration.
6. Areas within 15 feet of the downslope toe will be protected from compaction.
7. All other construction details are as per the at-grade component manual SBD-10570-P (R. 6/99).
Lateral Turn-up Detail
Finished •.•••.xli5 Gra de v1
6-8" Diameter Lawn Threaded Cleanout
Sprinkler Valve Box Plug or Ball Valve
Distributiong Sweep 90 or Two
95.00 ft 45 Degree Bends Same
Diameter as Lateral
Project: Brad & Ali Holzer Sewer
Transaction Number: Page 5 of 8
At-grade System Management Plan
Pursuant to Comm 83.54, Wis. Adm. Code
General
This system shall be operated in accordance with Comm 82-84 Wis. Adm. Code, and shall maintained in accordance with its'
component manuals [SBD-10570-P (R. 06/99), SSWMP Pub. 9.6 (01/81), and Pressure Distribution Component Manual Ver. 2.0 SBD-
10706 (N. 01/01)] 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.
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.
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.
At-grade and Pressure Distribution System
No trees or shrubs should be planted on the at-grade. Plantings may be made around the at-grade's perimeter, and the at-grade
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 at-grade 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 at-grade be heavily mulched as protection from freezing.
Influent quality into the at-grade system may not exceed 220 mg/L BODS 150 mg/L TSS, and 30 mg/L FOG for septic tank effluent
or 30 mg/L BODS 30 mg/L TSS, 10 mg/L FOG, and 104 cfu/100 mL for highly treated effluent. 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.
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(s) shall be
immediately repaired or replaced with a component of the same or equal performance.
If the at-grade 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 renovating the biologically clogged absorption and
dispersal media, installing new piping, and replacing other components as deemed necessary to bring
the system into proper operating condition.
See Page 5 of this plan for the name and telephone number of your local POWTS regulator and service provider.
Project: Brad & Ali Holzer Sewer Transaction Number: Page 6 of 8
PUMP PERFORMANCE :CURVE TOTAL DYNAMIC HEAD/FLOW
MODEL 151/1,521153 PER MINUTE
so
4s EFFLUENTAND DEWATERING
14- 163
i,
12 40 MODEL 151 152 153 -
Ob Feet Meters -.Gal. Llers Gal. Liters Gal. Lifers
10 152.;
5 1:5 50 169 69 261 77 291
J0 10 3.0 45 170 61 231 70 265
a 2a 151 15 4.6 38 144 53 201 61 231
52 191
- : 20 6.1:. 29.,;. 110, 44 r 'A'16
w
25 _ 30 _..1.6 16~ 61,:., 34 : 129, - d2 i59
D e 20
2J., 87 .37.,: 125.
tb 35 10.7 - - - 22 B5
4 40 12.2 Ih d2
10 Shut-of Head: 30 ft, (9.1,r) 38 ft. (11.6m) N R. (1J.lm)
2
5 0145088
c
10 20 J6 4o 50 6,0 7o eo 9,0 100
GALLONS
71 R 40 10 110 180 200 -240 280 320 360 -
FLOW PER MINUTE 014509A Model 151 ~Model,s.:1521/..153
CONSULT, FACTORY FOR
SPECIAL APPLICATIONS 67,32 6w
3 ne 4 ye 3 2in2 i s/e
• Timed dosing panels available,
• Electrical alternators, for duplex systems, are available and 371t 322,32
supplied with'an alarm, e, W~T 27.32
• Variable level control switches are available for.controlling 37/8 J
single phase systems. I
: I99Yback variable level float switches are available
• DoubleP
for variable level long and short cycle controls.
• Sealed QWik•Box available for outdoor Installations. See
FM 1420,
• Over 130°F. (WC.) special quotation required.
151/152/153=Seres 11 12 fie
7&77
1511112113 MOD Control Selectlon sus
Model Volts-Ph Made Am t Sim lox 9u fez - 4ya
N151 115 1 Non 6.0 1 2or3
BNiS1 115 1.. Auto 6.0 Included 2 or 3 1
E151 230 1 Non 3: 1 2 or 3 sKZ4,a s~oes
BE151 230 1 Aul3.2 Included 2 or 3
/152 115 1 Non;. 8.5 1 2or3
8N152 115 1 Aalo 8.5 Included 2 or 3
E152 230 1 Non 4,3 2 or 3
8 1 2 230 1 Auto 4.3 Included 2 or 3
/153 115 1 Nan 10.5 1. 2 or 3
BN153 115 .1 Auto,. 10.5 Included 2or3 SELECTION GUIDE
E153 230 1 Non 5.3 1 2 or 3
BE153 30 1 Auto 3.3 Included 2 or 1
1. Single piggyback variable level float switch or double piggyback variable level float
& C k-0 N switch. Refer to FM0477.
protection devices and wiring should be done by a qualified 2. See FMC712 for correct mo el of Electrical Alternator E•Pak.
of controls, . r'1)
All installation
n r I aclivalor sr duplex
, 3. Variable level control switch 10.0225 used as a co t o y
licensed electr1clam, All electrical and safety codes should b followed Including the' most
recent National Electric Code ode (NEC) and the Occupational tiotlonal nal Safety and Health Act (OSHA) or (4) float system,
RED DESIGN
-•SERVE-FOWE
RC
lsengIn of t: pump,
` rve safety eered into the design ry Zoe
For unusual conditions Y factor Zoeller ve
e
a res
~
MAIL TO. ,P.O. BOX 16347
1 LoulsvNe, KY 40256.0341 Manufacturers of..
1#~ 7 SHIP TO: 3649 Cane Run Road
l+ Louisville, KY 40211.1961 a-/l/rr l/7
rvA py 51*cr 19,757
(800) 928-PUMP
~y, (602) 778 FAX .27JI - (502) 1 774.3624
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Standard sErosion Control Plan
i
for oI - & 2-Family Dwelling Construction Sites
According to Chapters CSC 320 321 of the t sconsin Uniform Dwelling Code, soil erosion
control information needs to be included or the plot plan which is submitted and approved prior
to the issuance of building permits for 1- 2-family dwelling units in those jurisdictions where
the soil erosion control provisions of the Uniform Dwelling Code are enf=orced. This Standard
{ Erosion Control Plan is provided to assist in meeting this requirement.
Instructions:
1. Complete this plan by filing in requested information, completing the site diagram and marking
appropriate, boxes on the inside of this fora.
2, In completing the site diagram, give consideration to potential erosion that may occur before.. during; and
j after grading. Mater runoff patterns can change signifcantly as a site is reshaped.
3. Submit this plan at the time of building permit application.
I
PROJECT LOCATION
{ ~ - Please indicate north
!ALDER OWNER ~ 24, by completing the arrow.
WORKSHEET COMPLE-i-ED BY
DATE
3 «n
SITE Ql,~P'RANA Coale. 1 inch feet
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