HomeMy WebLinkAbout030-2047-10-100
Wisconsin Department of Commerce PRIVATE SEWAGE SYSTEM County: St. CirOIX
Safety and Building Division
INSPECTION REPORT Sanitary Permit No
(ATTACH TO PERMIT) 597304
GENERAL INFORMATION State Plan ID No:
Personal information you provide may be used for secondary purposes [Privacy Law, s.15.04 (1)(m)] 2918238
Permit Holder's Name: City Village Township Parcel Tax No
LARRY & ANN WEBER TOWN OF SAINT JOSEPH 030-2047-10-100
CST BM Elev: Insp. BM Elev: BM Description. Section/Town/Range/Map No:
y1-7 g e- 27.30.20.510F-10
TANK INFORMATION ELEVATION DATA
TYPE MANUFACTURER CAPACITY STATION BS HI FS ELEV.
Septic Benchmarp,
Dosing i ( All, BM c`r, IC Q
Aeration a i Bldg. Sewer
Holding q7-
St/Ht Inlet
Ct, 451
St/Ht Outlet
TANK SETBACK INFORMATION
TANK TO P/L WELL BLDG. Vent to Nr Intake ROAD Dt Inlet
Septic Dt Bottom 30 Dosing Header/Man.
Aeration Dist. Pipe
Holding Bot. System
~f
PUMP/SIPHON INFORMATION Final Grade pp t4 /a z it.,
Manufacturer Demand St Cover
GPM f 4.5c, I61,
Model Number
TDH Lif FrictionL s System Head TDH Ft
JC_>
Forcemain Lengt Dia. /I Dist. to Well i
SOIL ABSORPTION SYSTEM
BED/TRENCH Width Length No. Of Trenches PIT DIMENSIONS No. Of Pits Inside Dia. Liquid Depth
DIMENSIONS
SETBACK SYSTEM TO P/L BLDG WELL LAKE/STREAM LEACHING Manufacturer:
INFORMATION Type Of System: CHAMBER OR
UNIT Model Number:
~d r 57 ~i.
DISTRIBUTION SYSTEM -
Header/Manifol,~ DistributionA/ 4 f x Hole Size x Hole Spacing VenYb Air Intake
1~a Pipe(s) 39. ZV
Length Dia - Length Dia Spacing
SOIL COVER x Pressure Systems Only xx Mound Or At-Grade Systems Only
Depth Over r Depth Over xx Depth of xx Seeded/Sodded 1xx Mulched
Bed Trench Center ® C Bed Trench Edges Topsoil i_ yes No es No
COMMENTS: (Include code discrepencies, persons present, etc.) Inspection #1: v y'' y Inspection #2:
i -7
Location: 23 HILLTOP RD 4 f~j <~'5- 'p ~'--a kd
1.) Alt BM Description = / y a C+~ (J
2.) Bldg sewer length = /'1'1e
- amount of cover
d 6
Plan revision Required? ❑ Yes _)<Nc L~
Use other side for additional information.
SBD-6710 (R.3/97) Date Insepctor's nature Cert. No.
5fl~1- cott„t,
ECeivE~t Safety and Buildings Division St. Croix
201 W. Washington Ave., P.O. Box 7162 Sanitary Permit Number (to be tilled in by Co.) -
Madison, WI 53707-7162
MAR 29 2017
ST CROIX on
Y4 T
I0mm N" t App1 i catlor State Ir<ntsaction Number
In accordanee wwith MPS 383,2](2). Wis. Adm- Code.submission of this fain to the appropriate governmental Ciff-W2 8_3 b
1
is required grit>r to obrtinin t sanitary permit. Note::~pplieatian li~rms fiver state-mw tied PO1L I S are submitted to -
the Department of S tlcty and I rotcssron II Serv ices. Person l inti,nnation roil provide may be used for secondary Protect Address (if ditfcrent than mailing address)
purpose; m accord ncc w ith the Pr iva w km. s I 04t 11im). Stats. _
1. Aj~(thcation Information - Please Print All Information 23 Hilltop Road
Property Owrner"s Name Parcel
~Larrrv & Anne Weber 030-2047-10-100
Prt' wperty t~wvner Mailing Add ss - ~ ~ Property Location-730 y~ Gt ~j ~U ~ b
1441 Hilltop Rid<e Gox1. Lot 2 I
t itw. State - /if) Code - - Pbonc Number v ~ -7
- Section ` I
j Houlton. WI 74082 circ(eone)
1 T 30 N; R 20 L or W
IL 'e of Building (check all that apply) Lot u
~5ubdtvisron Name
(t+ ! or 2 r':unrh DtieTli!~g- Numher wtf f3edreoma 3
i
Block Vol. 8, Pt!. 2353
Public' 'cmuncrcial - Describe I,se
Na ] Caw of
- - -
_ m
. C'S,d Number ❑ Vtll ~e of
rI State (hctied - Describe Use ~Q,~N- - - -
fuw,n oC St. Jose
l ~Du D~ 469194
111. Tvpe of Permit: (('heck only one box on line A. Complete line B if applicable)
-
1.cww .S~-stem l Replacement S4steur 1 rcatmenttlluldtng 1auk Replacement Unl}~ [ f ~ C7Ylter Mod itic<iton to Existing S} 'stun (explam)
i
B. 1 [71 Permit Rcncwwal I~ Permit Revision List Precious Permit Numher and Date Issued
Ch mire oCNumber ❑ Permit 'I'ran,Pcr to New
lktore ExpoIuion Uwner
ia.
IV. Type of PO*vVTS System/Component/Device: (Check all that app)
i Non-Pressurized In-Ciroand 1.1 Pressurized In-Ground ❑ At-Grade Pr-mound 24 in, ofsuitable soil ❑ Mound <24 in. ofswtable soil
❑ Holding Tank ) Other Dispersal Component (explain) Prctreaumenl I)cvice (eaplain)_-
V. Dispersal/Treatment Area Information:: llols~Lok PI-525 eftlucnt filter to be installed_ at S h outlet.
Design I Iow (gpd) Design Soil Application R tte(gpdst 51cr1al Araa Required (st) Dispersal Area Proposed (st) .Ievation
1.0 G d'sq ft. '6TM-C33 sand 1 100.50' t 6" above
450 Gpd 4 C 'sift. native soil 45000 s ft 480.00 Sc. Ft. contour
VI. Tank Info C'apacu} ill Iota( of Manufacturer l
I c U
Gallon, Gallons knits
- w
Neu Tanks sistint= tanks Pa J - '
Septic or ill, F111 Tan
Na I 1,000 I ,000 I 1 W ser Concrete X I !
- - 1---- -
c , in C-i„i rcr Na 1 640 600 1 1 Combination S ITC
X
VI I- Responsibility Statement-the undersigned, assume responsibiljtc for installation of the POWTS shoo n on the attached plans.
umhcr's Name (Print) Plumber S Sian cure R41'~tPKS number I Business Phone Numher
PI-
tames I I hon pson MFRS 30021 (715) 248-7767
j Phunbcr's address (Street. C it}- Statc, ode)
340 Paulson Lake Lane, Osceola, WI 54020
Vlll. County/Department (;se Onh•
d Permmt Far Date Issued Issuing Agent Signutt
&/Jo•~
weer Given Rc „on for Dctial IX. Candl 0M~M1Reasons for Disapproval .3~~ ~~'dh17~ tt~ 51 4.1~.-
ti
~ r ~iAtxm t~* ! )i ~
dlibpm f)i C!N r"wd d be LWAZIL G tr w
Z ;:JMIiiirrb. ia~(irtacri~se
in Land Use eOV if- (X ✓t I/l
.-Attach to complete plans for the swstem and submi o the (o n ° oat t a e of le.t : t 11f2 x h n s rP
SBD-6398 (R. I I- I I) CO(Yh~p ~Ot In$ ~1 See LU'_ w-7-0C61
~'//LLCM ~aCZrv
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q 6.✓d `~`V~~ ~ .s~4ti n ~ jam,
rr'(u osEd y
IN,
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C~~G fIC, SLcJ /Ytprcr~✓ uE iB.3; ~K Z-7 •
~ JiGCt COn lJ
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..13 dC[ ~u / L„k .Y,3 t`.r~ ✓u c; ur-1 '4'~~..-a•~ ~ q.t 1'%$ Y,~-`J"2p
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IrT7=~ ~_~C7L_ ~df 5~ ~7/CJ J
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Resldcnt all Mound f'OW]"S Index cl~- -Hite Sheet
Project N',mle: Weller 3 Bedroom MOUnd
Oha ners Name: Larrv & Anne Weber
()tuner's address: 1401 Hilltop RidUC.. Iloul.torl, WI -54082
Site address: 23 1lilltop Road. Iloulton, WI 54082
Project Location:
Subdivision: Lot ? CSM Vol. S. 2353
Description: Gov't lot 2. Sec. 27. I'30N- R .20W.. Town of St. Joseph. St. Croix Co., WI.
Parcel 11) 030-2047-10-100
Page 1 Index and Title Sheet
Page 2 State Approved Mound Design
Page 3 Treatment "Dank Cross Section
Page 4 I=nter- Specifications
Pa-e ? Elflow cut sheet
Page 6 Septic Tani; Maintenance Agreement
Pa<4c 7 Parcel Map
Pay=e 8 Warrantv Deed
Mater Plumber Restricted Service: James K. Thompson, I)SPS Credential ---3()021
Sr,,nature: Date: /jGitr GC l~7
Pa«e I of 8
Design pursuant to fn-Gri>ru1~ Soil :1hx>rpLun C omponcnr :41anual Ita 11 )\V- s. rrrslon U:fit3!)-107U?-P {ti.~)1%t)!?
a}~r-tiFi'DIVISION OF INDUSTRY SERVICES
3824 CREEKSIDE LN
~D '.HOLMEN WI 54636-9466
Contact Through Relay
http://dsps.wi.gov/programs/industry-services
www.wisconsin.gov
Scott Walker, Governor
Laura Gutierrez, Secretary
March 13. 2017
COST ID No. 30021 ;1 TT_l': PO11'T.S Inspector
,JAMES K THOMPSON ZONING OFFICE
ACE SOIL & SITE EVALUATIONS ST CROIX COUNTY SPIA
340 PALILSEN LAKE LN 1101 CARMICIIAEL RD
OSCEOLA W'I 54020-5413 HUDSON WI 54016-7708
CONDITIONAL APPROVAL
PLAN APPROVAL EXPIRES: 03/13/2019
SITE: Identification Numbers
Larrv and Anne Weber Transaction 1D No. 2918238
Hilltop Rd Site 11) No. 835932
-town of Saint Joseph Please refer to both identification numbers,
St Croix County above, in all correspondence with the aenzl=cy,.
Gov't. lot 2, S27, T30N, R20W
FOR:
Description: Tlmee Bedroom EZFIow Mound Svstem Sloping site
Object "hype: POWTS Component Manual Regulated Object ID No.: 1694666
Maintenance required; 430 GPD Flow rate; 33 in Soil minimum depth to limiting factor fi-om original grade
System(s): EZflow Mound Component Manual. (R. 7(12), Pressure Distribution Component Manual - Ver. 2.0,
SBD-10706-P (N.OI'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 101.0I(10). Wisconsin Statutes, is responsible for compliance with all code
requirements.
No person may en-a~.*e in or s~ork at plumbing in the state unless licensed to do so by the Department per s.145.06,
stats.
The following conditions shall be met during construction or installation and prior to occupancy or use:
Reminders
• A sanitary permit must be obtained from the county where this project is located in accordance with the
requirements of Sec. 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 state approved effluent filter is required. Maintenance information must be given to the owner of the tank
explaining that periodic cleaning- of the filter is required.
• All POWTS component piping material shall be SPS 384, Wis. Adm. Code compliant.
• The area within 15' downslope of the dispersal cell shall remain undisturbed. Vehicular traffic, excavation or
soil compaction is prohibited in this area.
• A copy of the roved plans. seeificatiouu and this letter shall be on-site during construction and o en to
inspection by authorized representatives of the De artment_which mad include local insRectors.
ONN ►tet- Responsibilities
Y file current occner, and each subsequent owner, shall receive a Copy of'thk lett;^r includilh, instructions relatin_~
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 POW IS described in this approval.
W The owner of a POWTS shall be responsible for ensurin that the operation and maintenance of the POW I
,)ccurs in accordance with this chapter and the approved managernent plan under s. SPS 383.54(1).
Y In the event this soil absorption system or any of its component parts malfunctions so as to cretin: tl hcaltit
azard, the property orener must tollo~ti the coil tim-'ency plan as described in the approved plans,
The OMM" is responsible Ibr submittinL" a maintenance veriticatioll report acceptable to the count} for-
tn;enauce track ng purposes. R~2pc)rt, shall be submitted trt int'_rv al, tj)l 10i)! iatt f01 the conlptmem:(~) t_i ilea
in the po~`,'I S.
In ranting, this approval the Division oftndustrv Services resCrtic, the right tea requi-C changes or additions shi,L
conditions arise n.Zkin~~ them necessary for code compliance. As per stare ,)tats 101 .12(2), nothing in this revie~~
>h.rll relieve me designer of the responsibility for designin , a safe building, structure, or component.
Inquiries concerning this correspondence may be made to me at the telephone number listed below, or at the add: cs,
ort this letterhead.
1 he above left addressee shall provide a copy of this letter and the POWTS mana,_,ement plan to the <mner and sty
others who are responsible for the installation, operation or maintenance of the POWTS.
Sincerely. Fee Recluirad S 250.00
Fee Received S 2-50.0o
Balance Due S 0.00
Gerard M Sworn
P( )W'IS Plan Reviewer, Dio,kion of Industry Seryiccs
0')5)789-7492, Mon - Fri 1f am - 4:00 pnl lkiSNIAR`I code: 7633
e:-fy bti~lnl cll1'1SCOrlsin.LO~
cc: EdMil A Taylor, Wastewater Specialist, (71i) 6~4 3 1 s-~, Ivtonda} -Friday S:00 and I o 4:30 pm
EZflov/' MOUND AND PRESSURE DISTRIBUTION COMPONENT DESIGN
Residential Application
INDEX AND TITLE PAGE
Projact Naine Weber 3 bedroom residential mound
ner's `Jana, Larry & Anne Weber
Owner's Address 1401 -Hilltop Ridge, Houton, VVI 5,1082
Property Address: XXXX Hilltop Rd
Legal Description Gov't lot 2, Sec 27 T_30N R20VV
Township: St. Joseph
County. St. Croix
Subdivision Name CSM Vol, 8, Pg. 2353
Lot Number 2 Block Number: Na
Parcel I.D. Number 030-2047-10-100
Plan Transaction No
Page 1 Index and title
Page 2 Data entry
Page 3 EZfovv mound drawings
Page 4 Lateral and dose tank
Page 5 Distribution media
Page 0 System maintenance specifications
Page 7 Management and contingency plan
Page 8 Pump curve and specifications
Page g Site Plan
Page '10 Att_ached_Soil Evaluation Report
Des,gner a;nes K Thompson License Number 3002", _
Date: 2811.7 ~ , ~
f Phone Number: (71 248-, 7v r
Signature
Designed Pursuant io the
EZflovv Mound Component Manua[ Ver August 20, 2007,
3SVVMP Pu:)kcatlon 3.6 Design of Pressure Distribution Networks for ST-SAS (011LA) ancf
Pressure Distribution Component Manua! Ver, 2.0 SBD-1070(3-P (N. 01/01, R 10112)
EZr'o,,^., Mound Vernon 3 0 (R 3I 1 i 12) Pa ge 1 0- 10
y
Mound and Pressure Distribution Component Design
Design Worksheet
Site Information
(r or c)~ FZ Residential or Commercial Design
300.00 Estimated Wastewater Flow (gpd)
f` 1.501 Peaking Factor (e.g. 1.5 = 150%)
450.00 Design Flow (gpd)
1.50 Site Slope (°lo)
100.001 Installation Contour Line Elevation (ft) ( 120.00?Contour Length Available (ft)
33.00 Depth to Limiting Factor (in)
601 In-situ Soil Application Rate (gpd/ft-)
Distribution Cell Information
-6.00 Cell Width (ft) 3, 4 5. 6. 7. 8.9 or 10 Only 80.00 = Dispersal Cell Length (ft)
_ 0.95Dispersal Cell Design Loading Rate (gpd/ft'
Influent Wastewater Quality (1 or 2) Are the laterals the highest point _
in the distribution I _ Y
Pressure Disribution Information network? Enter Y or N~
(c or e) _ c-1 Center or End Manifold
3 Lateral Spacing (ft) If N above, enter the elevation (ft) t
4 Number of Laterals of the highest point.
0.125! Orifice Diameter (in) (e.g. 0.25)
2.001 Estimated Orifice Spacing (ft) = 6.00 ft'2/orifice
2.00E Forcemain Diameter (in)
60.001 Forcemain Length (ft) Does the forcemain drain back? Y
92.50(1 Inside Pump Tank Elevation (ft) Enter Y or N
0.00 Forcemain Filter Loss (ft)
6.50 System Head (ft) x 1.3 9.79 Forcemain Drainback (gal)
7.50 Vertical Lift (ft) 49.95 5x Void Volume (gal)
jl 1.38 Friction Loss (ft) 59.74 Minimum Dose Volume (gal)
V 15.38 Total Dynamic Head (ft) 32.95 System Demand (gpm)
Lateral Diameter Selection Manifold Diameter Selection
in dia. options choice in. dia, options choice
0.75 1.25 x x
1.00 x 1.50 x
1.25 x x 2.00
1.50 x 3.00
2.00 x
3.00 x
Gallons/Inch Calculator (optional)
Treatment Tank Information 602.82 Total Tank Capacity (gal)
X1000.001 Septic Tank Capacity (gal) 51.001 Total Working Liquid Depth (in)
Wieser Concrete _ jManufacturer 11.82 gal/in (enter result in cell B49)
Dose Tank Information Effluent Filter Information
602.821 Dose Tank Capacity (gal) Po1Lok _ Filter Manufacturer
11.821 Dose Tank Volume (gal/in) !PL525}Filter Model Number
Wieser Concrete !Manufacturer
Project: Weber 3 bedroom residential mound Page 2 of 10
Mound Plan View
1110 B
Observation Pipe
FKK
--C - h
W
B
i
r
C
L
Mound Component Dimensions
ft K ft
A 6.00 ft E 7.08 in H 4[Afl
B 80.00 ft F 12.00 in ft L ft
D 6.00 in G 0.50 ft J ft W 480.00 (ftDispersal Cell Area 1005.24 (ft`} Basal Area Available
5.63 (gpd/ft) Linear Loading Rate 8.00 (ft) 1/10 B Obs. Pipe Placement
Mound Cross Section View
EZflow Dispersal Area
`A
Finished Grade 102.50 (ft)
T F 14~ Dispersal Cell . 101.00 (tt) Lateral
100.50 qt)-+-* - 6 Invert Elevation
Dispersal Cell 3[]
Elevation , D
4
100.00 (ft) Contour Elevation
L5 % Site Slope
Typical Dispersal Cell
Shading Key See Page 5
Topsoil Cap > .a
Subsoil Cap a o 7 Approved Geotextile Fabric Cover
o i 2.0 ft
L3 [ ASTM 033 Sand R .0
Tilled Layer a ` _ F
EZflow Media ~ 0
0 0 0.5 ft ` _ -
I _-,A
See details on page 4 for number, size, and spacing of laterals
Laterals are located in the 4" gravity distribution pipes as snown on page 5.
Project, Weber 3 bedroom residential mound Page 3 of 10
Canter Connection Lateral Layout Diagram
iGce Appropri,: to Latera; Diagrain From Ri)ht Eeioo
.Ij 3, .;r q paint ~ rtaG J da- a
i
i
c+ 1 ~t
~ ' rte r w ~ CJ I ~ d'v ~ . ~ _m...... , ; '.3t I
.~l.d .emu _NiV `-J," J }1) ~~'"l u. rwr c'u }d .fi n..f Ed'I
i
P To6ite
Number ~,f Laieral 4 Orifice Diameter _ U 125jirLateral Diameter 1.25 in Orifice Spacing (X) -21 ft
Lateral Length (P) 39.20 ft Orifices per Lateral 20
Lateral End (Z) NA ft Orifice Density 6.00 ft-: cnf~ce
Lateral Spacing (S) 3.00 ft Manifold Length 3.00 ft
Lateral Fiovv Rate 8.24 gpm Manifold Diameter 1.25 iu
System Flow Rate 32 95 gpm Forcemain Velocity 3.37 ft/sec.
Dose Tank Information
~ockinrs c;~ _r a~,h v,anua
- / label and iocki,io da1.ice &m.
' r
scaled vvatetign`.
E~ c ati 30u a~,a 1 - i
S F S 316 n0wJAC
J S:sconnect
_ n"
I ~
rk c r c lent is lxorerly eented F---
~ ~ fcrna(e Ul:fd'.
uc :run
i
I
rl,fCdl-1d n dlan"2.e'
Wieser Concrete Manufacturer 2 in
Capacity 602.82 Gallons
Volume 11.87. gal/inch A
^,eE2 ~eora;It:
Dir7nension Inches Gallons g 0 si., !A,
A 31.95 377.60
E 2.00 23.64 f;
5.05 59.74---_
90.0
o 2oo _ ~ a~ as
D
Totai 51,00 602.82 1-
se ;dfik e,e.a~ cr_ (;t1
Bedding And Baokfof As Per Manufacturer 9Z50!
Alarm Manufacturer SJE Rhombus-
Alarm Model I'lumherJ13 Plugger- XL
PUMP Manufacturer ;Zoeller
Pump Model Numbe0~13N151
Pump Must Deliver 32.95 gpm at 15.38 ft TDH
Note0,v;tches contnitnng mercury rTiay not be used in thlS systern
Pro ect Weber 3 nedroom residential mound P--i e 4 of 10
EZflowf Distribution Cell Media Layout
6.00 Cell Width (ft) 1.50 Sidewall to Lateral (ft)
Distribution Cell Cross-section Arrangements
v ft V'✓id
Component Legend
SR1-7A Bundle - 5 tt or 10 ft lengths
SR1-12A or EZ 1201A in 5 ft or 10 ft lengths
C SR3 12H or EZ 1201 P or SR3-12H in 5 ft or 10 ft lengths
4" Perforated Distribution Pipe With Pressure Lateral Inside
Turnup Enclosure - - - - - Pressure Lateral
Bundles are covered with approved geotextile fabric as per the their product approval.
Distribution Cell Plan View Layout - Typical
6.00 Cell Width - A (ft) 80.00 Cell Length - B (ft)
Center Connect%on Lateral Layout Diagrann
Force Main
6f i _ -
C enter
Manifold
Project: Weber 3 bedroom residential mound Page 5 of 10
Mound System Maintenance and Operation Specifications
Service Provider's Name James K. Thompson Phone,(715) 248-176-7
P''DWTS Regulator's Name St. Croix County Zoning Dept Phonei(715) 386-4680:
System Flow and Load Parameters
Design Flow - Peak 450 gpd Maximum Influent Particle Size 1i8 in
-stimated Flow - Average 300 gpd Maximum BOD5 220 mg"L
Septic Tank Capacity 1000 gal Maximum TSS 150 mg/L
SCA Absorption Component Size 480 ftZ Maximum FOG 30 ring/L
Type of Wastes/ater Don~iestic Maximum Fec~il Coliforrn >10E4 cfu/100 mL
Service Frequency
Septic and Pump Tank inspect andlor service once every 3 years
Effluent Filter Inspect and clean as necessary at least once every 3 years
Pump and Controls Test once every 3 years
Alarm Should test periodically
Pressure System Laterals should be flushed and pressure tested every 3 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 SPS 384.30-1. have a watertight cap
and are secured in as shown in the EZflow Mound Component Manual Ver. August 20, 2007.
2. Dispersal cell media conforms to EZflow products approved for use with the EZflow Mound Componew
Manual Ver. August 20, 2007. Media is covered with an approved geotextile fabric.
Ail gravity and pressure piping materials conform to the requirements in SPS 384. Wis. Adm. Code.
4. Tillage of the basal area is accomplished with a mold board or chisel plow.
5. The mound structure and other disturbed areas will be seeded and mulched to prevent soil e[usion
and help reduce frost penetration.
Lateral Turn-up Detail
Finished Grade .
6-8" Diameter Lawn Threaded Ul ;anout
Sprink,=er Valve Box Plug or Ball Valve
_ateral Ends at La rt Orifice Where
Variable Length Cleanout Begins
r -
C Y ✓ i. J _
Long Sweep 00 or Two
7 rrrr7;~
45 Degree Bends Same
Diameteras Lateral
EZflow Synthetic Media
1.31
Feet
- Distribution Lateral Lateral Cleanout
Project: Weber 3 bedrooin residential mound Page 6 of 10
Mound System Management Plan
Pursuant to SPS 383.54, Wis. Adm. Code
General
tits system shall 'ce Operated in accordance witii SPS 382-84 'V%tS Adm- Code, and sn .1 nialntl er; in accco card v,It t is
ccrrponert manuals (ELfov, Mound Component Manual 6120:07, Pressure Dlstrihutlon Ccunponent flanuai at 2 0 SBD-10 706-P (N
G? 1j :,no .StiJMP ra,.Lca;.or 0.3 101.31.: and local or state riles pertaining to system maintenance and mc:interrance re)erting.
Septic and pump tank aban ferment shall be in accordance with SPS 383-33. Wis l;dm. Code ,,hen the tG,nks are no longer
used a, P-)✓dTScomponents
Cep. c o.- pump tar,< 'r an.ro e rsers, access `-Sens and corers should be inspected for ,,.ater tigtitns at c s-und e. : ~cess
of file, ~_aea for ser.ice ac,: assessment shall be sealed %%atertight upon the cornplet;or, of service rimy up r~ng deemed -.~isr~arn_i
ce{eC h.a_ o suD;ect tc. 'a pure ,,us* be replaced. Exposed access openings greater than c-(riches i dia,reier shall re :ec:rre' ay an
of t , loci ,g caaice tc pi,-,vent accic vial or unauthorized entry into a tanK or component
Septic Tank
7rr se;~tic tank sha;! tie ~mirt~~ined Dy an individual certified to service septic tanks urdet S.2cf °.r- tats Tire >~rlet "s Of the
sepac tank snatl oe dispose(: of in accordance ith NR 113, rvV,s. Adm Cede. The opeiat ng condition of the seDt.c 1.anx ar.d outlet f.lter
she, .)e assessed at leas; o'- e. any 3 ears D; inspect.on
_h c_lIeT. iiti shall re ;lean,;d as ~,ecessary to ensure proper operation The filter cartridge should not De ran ovi,o in'ess
pru~ tsicns are made to -eta!n solhas in the tank that may slough off the filter when removed from its enc::osure if the f Ater is egwppe,J
wi,r) an alarm, the filter shall be serviced if the alarm is activated continuously, Intermittent filter alarms may h7d,cate surge flo.vs or jr)
impendng continuoas a' arm
The septic tank shall hake its ;ontents removed vifen the iolume of sludge and scup ~n the tank exceed.. 1;3 the Lquid olurne of
the tsn~_ -f the contents o` t,' e tank are not removed at the time of a triennial assessment matnten~_nce perscnr,ei seal: ac it,,e ore
cv.ne es to when the next sar, ice needs to ue performed to maintain less than maximt:m scorn and sludge a ;c,uru!a wn i , pie tank
The aaa ion of oiokad~cai or c iemical additives to enhance septic tank performance is general;/ pct recrui ed. V7o.vc,er. rsuc:n
products are used they shat be approved for septic tank use by the Wisconsin Departmer;t of Commerce,
Purnp Tank
The dosing ipumr} tarK &nz ll be inspected at least once every 3 years. All switches, alarrns, and pumps shall be tester tc ~~rf
prup,er operation- If an effluent filter is installeo iithin the tank it snail be inspected and serviced as necessar. if iha force main has a
,vfzo hale, it should De note: it (s fi.reacnal dL.ring pump operation, anc if not, it should De cleaned.
. "No one should ever er}ter a septic or dose tank since dangerous gases may be present that could cause death.""
Mound and Pressure Distribution System
No t ees or shruos snoulc be, planted on the mouna Plantings may be made around tie rnounds per,metar aria t to rru c sna'.1 be
seeaea and matched as reces>ar', to pr4lrert erosion and to pro,,,de some protection fforl frost pe'le'ra?or Traffic (Jt!;er than for
.egetat.ve maintenance; on :he mound is not recommended since soil compaction may hinder aeration of flte infiltrative surface ovithrn
tr,e n,o,,rc and snow ompa-tion the :,/inter 11 pronnote frost penetration Cold ~aeafher installations (October-Pebrczary} diciate that
the rr,oc,nd be heavily mulchLd as protection from freezing
niluent quality into the mound system may not exceed 220 log L BOD„ 150 mg,L TSS, and 30 mg,L FOG for sept.c tar,x eftluent a,
3G rrg-__ BCD,, 30 mgtL TSS `0 rng: L FOG, and 10' Cfai100 mL for highly treated effluent- Influent :nay not exceed r,,aximum
design 'loci specified in the permit for th-s installation
-he pressure distribution system is p;o.ided mth a flushing point at the end of each latera-and it rs recommended tnet each lateral
be flusred of accumulated solids at leas; once every 3 years Vdhen a pressure test is performed it should oe compar,,o to the inifial test
tvtien tie System evas ins=ailed to deterrn ne if orifice c',ogging has occurred and if orifice cleaning is reCLJ eo :o maiwairecual
disttDUtion .r;n;n the dt~r2rsal cep'
bsenation pipes . i:n n t'e dispersa cell snail be checked for effluent ponding- pond ,g levels s,ial? rte reporta,d to tike o,vrer, and
arf rev pis aoo.e 4 iron eons,cf rad as an impaneling hydraulic fai.uie requiring addltionai_ more frequent ntsnltoting
Contingency Plan
:n:r septic tank or at-, (,7 its c:m,pone[ is become defective the tank or con-tponent shalt -e repairea+ or enlaced ti-) kaeo .ne svsi e.rrt
n p,cp~ r operating condition
If the dosing tank, pump, pomp controls alarm or related wiring becomes defective the defective component(sj steal( be ~mmediataiy
reoairer.t or repiaced with a component of the same or equal performance.
If the mound component Tars to accept waste,vater or begins to discharge waste,vater ro the ground surface, it vv II be, repaired or
replaced in its present location by increasing basal area if toe leakage occurs or by remo4 ng b~oiogically cioc;ged aLsorption anc
-spe's,i, mesa, anc related piping, and replacing said components as deemed necessary to bring he systen; into pr per operatin(;
~Cn i-icn
See Page 6 of this pan for the name and telephone number of your local POWTS regt:lator anc, sef vice pt ov car.
wr
PUh1P PERFORh1ANCE CURVE
LiODEL 1511152/153 TOTAL DYNAMIC HEADiFLOV
PER NJNUTE
EFFLUENT AND DEWATERING
F i -
12 MODEL 151 152 153
~5 - ! Fcwt Al e s Cal. J us . I 77
v 3t _ ~ _ ~ I - 5 f.5 SQ_Y 6' ~ 61 '7
10 30 45 _ ct 31 7r 5
0 8-r 26 t51
--FF-- 15 4.6 38 t34 53 _u ~ o .31
2 is t 29 11G 41 167 : 52 1'4i
6-' ?L ZS )E 18 f tit 34 129 42 154
~S 30 9.t ! 23 a7 33 l 125
35 22 8G~
40 12.2 11 i 4-
' Shut-oft Neal 30 ft. t4.1n.] Isa fL i t 1 6r°:i :4 d U.Mr=
0i
10 20 3C 40 50 60 70 80 90 1W
c~~xs
t7T'ntS C 40 80 12
u 160 :.',0 240 :60 3:0 36r
R--APERM,WT/C 014 A Model 151 Models 1521153
3,2.y~~~~ „T;oi~(u~drsJ,~r~e~eGa!
CONSULT FACTORY FOR D
SPECIAL APPLICATIONS
Tut*d dosing panels available.
E6ctrioai atternators, for duplex systems, are available and
svppiiad with an alarm. "re
Variable level control switches are available for controlling 57f8 f
single phase syterns.
Double piggyback variable level float switches are available
forvariable level long and short cycle controls.
Seated QMk,-Box available for outdoor installations. See
FM1420.
Over 130•F. (54'C.) special quotation required.i
1511152(153 Series v,e 121,6 151MV153 YODELS_ Control Selection _ i
itoia Volta-_P Node i_Ab ,ra Sun PlaX ~uot 3
Nta1 1 115 o naud d_2 a 3 _
A..o
6Nt5t' 115 1 .L_L3.{.L~.,t./
E151 .230 1 Np1 3.2 ' 1 2 or 3
Eci51 F 230 1 Auto ~ 3 2 In,ludod 1(- 2 tar 3 _ sn2au : ~c<:~
h152 115 Nn 5.5 -I 203
51152i15 1 Au-'o 1 3.5 i,, a,&d 2«3
-
E752 i 230 1 Ncr,~ 43~ 1 ~ 2w3
6tf 521 230 1 A to 4 3 !rx ol d 2 cr 3
1-53- 1 115 1 Non 05~ 1 2a3
c. ~ >3 : 1f5 1 fu.;o J 5 ~ Ir'd.adnd 2 a 3
E153 230 1 Nan 5.3 ! 1 -T 2cr3 SELECTICGUI E
ue153 30 1 I Auto 5 3 i Indeded 1 2 ct 3
1. Sing',',-e pggyback variable level floc! sw!l h Y do,.b a ggr k tiri&~Ie ie:e I',:[AUTION switch. Re'er to FM0477,
A,i nsta-ton of contras, praectio devices and wi5i should be done oy a quaified 2, See FM0712 for correct modal of E'.a U al AlttxcaSO E-Pak
h, nsc ,E;tr.uan. Ail erect cai anc s ti cuees shoud Le rofowed incluawg tt;e most
rm.ent Ne icnar Elactnc Code t1,EC) a it ne Ocupaoona safety and Heaiih Act (OSHA). 3. Variable level rc7RtrC) swtcr 1V-C2'23 aid as a GC.I. L d~ .6: Jf, seh"C.ley ~~rL--.(;_)
a (4) float sys:am.
RESERVE POWERED DESIGN
For Lnusual conditions a reserve safety factor is engineered into the design of every Zoei,er pump.
AWL TO: R0. BOX 16347 - - -
Louzoik? i<y 4026"-W
SHIP TO 3648 C ce Run t2o-d
~ touFsv"t~ KV d0211 1Svf c'
bxtpd/www.zoelfer. com (502) 77827 • 1 74482SPL'~uP
FAX (5 02) 774.3824
Copyright 2004 Zoeller Co. All rights resorved.
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S DRAWN BY: WCP SCALE: 1 4"=1'-0" PRE-POUR:
r7l
° m SEPTIC MANUAL UJIESER flUnDRETE REV.
\ z W3716 US HWY 10 MAIDEN ROCK, W 54750 DATE: 00/00/00 DATE: POST-POLR:
° 800-325-8456 FILE: W1DOOI600-10
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