HomeMy WebLinkAbout018-1092-02-000
Vdisconsir• Department Y Commerce PRIVATE SEWAGE SYSTEM County. St. Croix
Safety anc 6u '.9 ^7 Dv;s nn
INSPECTION REPORT San laty Permit NO
606981
GENERAL INFORMATION (ATTACH-0 PERMIT) State Plan ID ND
l nrp'n'iapp9 ypu prc"Ce may to used far seconcary purposes IP^i,acy Lave s.' 5 C4 11:1,11,1 111802410-e
Permit Hcloe-s Name C,t; Will Tovr Sh 3 Parccl'ax No'
Jared Anderson TOWN OF HAMMOND 018-1092-02-000
CST W Fla, Ir'SD. Brvt Llev: Bta Des:✓ip:ioir Sector- 'oanlRange Map NV.
ti V\ 01.29.17.734
TANK INFORMATION ELEVATION DATA
TYPE MANUFACTURER i CAPACITY STAI ION B~ I FS FL FV
Septic M Benchmark
Dosing 7 Alt. H
5z S Bldg. Sewer 15 .3-l p 7 T
Holding SUH: Inlet / 5 S~ . C
c C o
i: Outlet
TANK SETBACK INFORMATION StiF ~
TANK TO P+L 14'FII BLDG Alf Intake ROAD IX Intel
1
Septic G `Z • 5 DI Bottom y~
Dosing Q J` / ) Hcader:R4an. Z /6 , O I
! J ! IZ.S .S l
Aeraten Dist Pipe Z •S 2
J dZ.~~
Holding t. ys:em 2 $,1 /0!`7
PUMP/SIPHON INFORMATION Final Grad 5 163•0
Mant,facturer Demand S: Cover
16.9 9/ •
neJ GPM
7
Model Number t l/ f 3 < 3' z fit) ' y
S4 ~l
W C > cc "J-0 Z
TOR Lift Friction oss System 4 ad TDH t e
~s3 _
Forcemain Lerth I Dia
Z S!
SOIL ABSORPTION SYSTEM
ED,TRENCH
B DIMENSIONS DIMENSIONS iN d x Lenyt Vo~f-erv s PIT DI Ef 5 NC O l I -vide C.~ I iewc. DepiF
SETBACK SYS T Lrs110 iL BLDG A, LL LAKC:STRl LEACHING Ilaru`'acturci
INFORMATION 1 CHAMBER OR
i^C'--. 0' Systc"' 57 1135 114 UNIT Muccl Nu°ne^
dJ
DISTRIBUTION SYSTEM ( vil f
He.. Terrlela m'c i n CsmiC- her Hole 51~ xl•c^Sonci:'q ~ s
SOIL COVER x Pressure Systems Only xx Mound Or At-Grade Systems Only
Dept, - l rd-. 0''er xx Depth-, xx 5ccdcJ: Sodcee xx I& me
Gco+I tenor Cer;er 31 ISeJl lrenon LJacs~ IoG S'+JI A-. ~ No s No
COMMENTS: Nnc'ude co a tliscrepencies. persons present etc i ~ Inspection WI. (Q Zte I Inspection 42.
Location: 1119201TH d /u w 1:5CL.
Gad-t.~ r!~ I r`
t.)All BM Des^_ription= 64A-
2.) 1l
Bldg sewer length = /(e 1 5 PI l
r r If•~1f 0 W ( a
- amount of cover = 7 ^^l Z.7 4'6 64r 0
Plan revision Requ red? Yes No 4~/~ Z' I C! /
Use other side for additional information. t0 1 V J - .
Date Insepc:^.'. ignamre Cen. No.
SLID 6?10 :R :i.9:
Mound and Pressure Distribution Component Design
Design Wnrkshevl
Site Information
R Residential or Commercial Design ISD Regwred7
500.00 Estimated Wastewater Flow (gpd)
1.50 Peaking Factor (e g 1 5 = 150%)
75000 Design Flow (gpd)
5.00 Site Slope
99.92 Installation Contour Line Elevation (ft)
_ 22.00 Depth to Limiting Factor (in)
~1 _ 0.60 In-situ Soil Application Rate fgpdFf l
i 120.00 Contour Length Available (h)
Distribution Cell Information
6.501 Cel! Width lft~ ' - 75.00 Designer Input Cell Length (ft)
2.001 D-spersal Cell Design Load ng Rate Igpd%ft75.00 Dispersal Cell Length Required (fl)
2' Influent Wastewater Quality (1 or 2)
Pressure Distribution Information
q C 'Me'r or End Manifold Are the laterals the highest point
Number of Laterals in the distribution _ Y
3 Lateral Spacing (fill network?
44horcernain Uramback (gal) If N above. enter the elevation (h) _
0.50 Fumomain Filter Loss (ft) of the highest point
F rcemam Diameter (in)
270.00 rcemain Length (ft) Does the forcemain drain back? Y _ _ -
_ 80.00) Inside Pump Tank Elevation (ft)
_ 0.1561 OnS;;e Diameter (in) (e. g. 0.25)
2.50 F tr-rr. .1 Orifice Spacing (ft) = 8.13 W/orifice
4.55 System Head (ft) x 1 3
20 25 Vertical I dt (ft)
Friction Loss (ft)
31. Total Dynamic Head (ft)
6652 5x Void Volume (gal)
110.56 Minimum Dose Volume (gal)
32.31 System Demand (gpm)
Diameter Selection
Lateral Diameter Selection Manifold Diameter Selection
in. din. options choice _ in din o lions choice
0 /5 1 25 x
100 x 1.50 x x
1.25 x _ 200
1 50 x _ x 3.00
2 00 x
3 00 x
Manufacturer Information
Treatment Tank Information Effluent Filter Information
11585,00 _ Septic Tank Capaci Kaa1) Polylok Inc.iLabel Filter Manufacturer
Wieser Concrete Predurts, Inc j Manufacturer 3014-525-1;16-10.000 GPD _Filter Model Number
D__ose Tank Information Gallons/Inch Calculator -,;:t,r,n,
950.00] Dose Tank Capacity (gal) Total Tank Capacity (gal)
--25.001 Uose Tank Volume (gauin) Total Working Liquid Depth (in)
Wieser Concrete Products Inc Manufacturer gal/in (enter result in cell DoseTankVolume)
Project: Anderson 5 Bedroom Mound Page 2 of 15
TOTAL DYNAMIC HEADlFLOW
PUMP PERFORMANCE CURVE PER MINUTE
MODEL 14U14140 EFFLUENT AND DEWATERING
01414030
s B6 W6
- ---f f MODEL. 3.1 80 ~
N i
is 4.6 _ 73 276
t2 4r 20 6.1 66 250 Al 1
25 7.6 59 223
tw.41 30 9.1 49 165 - air: xn
l0 35 107 38 144
4 00 - - - d0 122 28 106
i 45 13.7 17 64
e _ \f shnaiPeac. s6ntfszml - 1
t~ I ~~11
2
5
+0 20 30 4C 5? na 70 W 9o -
GALLONS LIFERS 0 W +bJ rU) R
rLCWPERNINUIE Ot094M
trT INIe-
(.:1ri':l~_r r7-')F-
,1 1 :
• _ 1 III
i L I 4
Electrical alternators, for duplex systems, are available and supplied with an
alarm. • Mechanical alternators, for duplex systems, are available with or without
alarms.
• Control alarm systems are available for 1 phase pumps used in simplex system.
See FM0732.
• Variable level control switches are available for controlling single phase
systems.
• Double piggyback variable level float switches are available for variable level f
long cycle controls.
• Sealed Owik-Box available for outdoor installations. See FM1420.
• Refer to FMO806 for applications above 1307 (54°C).
yyq✓• ~ I SNIW4n
14014140 MODELS Control Selection 1. For automatic use single piggyback variable level float switch or
double piggyback variable level float switch. Refer to FM0477.
Model Model Volts-Ph Mode Amps Simplex Duplex 2. See FM1228 for coned model of simplex control panel.
N140 N4140 115 1 Non 12.0 1 or 2 3 3. See FM0712 for coned model of duplex control panel.
E140 E4140 230 1 Non 6.0 1 or2 3
BN140 BN4140 115 I Non 12.0 A CAUPON
-
BE140 BE4140 230 1 Non 6.0
'Single piggyback switch included.
For unusual conditions a reserve safety factor is engineered into the design of every Zoeller pump.
MAIL TO: P 0 00X 16347
7 ~ ~ ~ - 1 wsn00, Kr e02.80347 ntanefaGUrers U. .
Jy[I 6N1P TO: 3649 Care Plot, Rwd
` ~~L /Je LMi1Y.KY 40DI-1961 /7 r
PUMP !O 502177827T - 10001928 PUMP QVeUI PUMPS J/NCF 939
hfrpd,Wwwlo wr.COm FAXr`~+P7') 714.624
'3 Copyright 2002 Zoeller C2 All rights reservwJ.
ry Ste, a~~_-yov
or l~ ~n1t I I - ('nnnly
to II
I Indust Services Division S6cros
y' i 0 S 9. ,Q~B 1400 E Washington Ave
P Sanitay Pennil Numla:r Ito be filled in try ('o t
P,O. Box 7162
S. -
r Madison. WI 53707-7162
~A ~o D(a 9`d ~
'1Lf5MNelI
Sanitary Permit ApplI Ntaa LronsammnNwnMr
III%n n t ln,
!n as.uadane wIW SI S i i 6 r. AJ~n ( ds, wlnnsslnn of this loon h to" [heap _ it
is reywrtd prior to s I uuu n nt Ls pesos N" tr Appbealu+n limns (or swlvKws nc.i I'f 1N'lS we su Aced In -
Ihs Ikparuncnl of Natas and I r #es.anal Sus" e I'crsomJ aiwo naum you preside mac be axed for secondary Nolecl Address lif different than madnlg address)
purprnes in accordance wnh the PI ivacy I :ny. s I i Ind; I Ii rlnl, Stets - y~- 1179 2117" Street
1. Application Inforr • in Please Print All Information
I'reperR saner s Nanic I Parcel k
Ander>ou, jXC
01 %-I I192417-060
ot. a9X7. 73y
!'roperiy Osenc(> klailine..:1ddress Pu+per1% Location
-
932 I{I,'JIIl4ai 63
(a," I or
( m, State Zip Code Mow Number NI NISecliun I
Ii•Jnhsm_ WI 5g0n2 f,sAclc uncl
1 29 R 17 L: or
H. Type of Building (check all (hat apply) Lot P
Q I or _ fam lk D%cllin;t - \III11ho of BedroomAs' 7 Subdivision Nana; -
(~t5- Pine Lakc suhdrv ision
❑ Puhlu: ('ommcncial Ikccnbc Lsc Block Y
❑ stale Owned - IX-scribe Use El Cily of
--6 ('S\I Nw,bcr ❑ Villagc of
7S M, t ❑ Town of Hammond
II1. T o Permit: (Check only one In, on line A. Complete line B if applicable) _
Q \css sc-lcm It-plaecn:cnt system ❑ IleatmeniAlolding1ank! cpkw. menl(hily ❑
P Other Modification to Gi>ling Syslcln (c\pluinl
B ❑ Penton ILrnew;d ❑ Permit Revision ❑ Change of ❑ Pe it'I7ansfilr to New I.iq Previous Permil Number and Date Issued /
HOLiv 11\parn ion Plumber Owner
I V. Type of POW TS SVstein !Component 'Des ice: (Check all that apply)
- d--at--~-~
z -1
U Non-Prc,urved In-Oresund ❑ IW,uriced In-Ground ❑ At-(trade ❑ %louM 74 in. of suitable sod Mound <24 in. of "liable soil
❑ Huldnn2 auk El OI I Dispersal Component [explain) I , lc
-Lice man
Dlspersalfl'.." nt Areal Information: _ - - ~„r
U ' n I'bw C_pJ) [>snpn S nl NwP,,,war ` L)lx al Arta Required lsr I 1hspersal :1rca Proposed (s0 I SVStem flcvatiun
L
?`11 It2algpJs!i 1250 12511 -1.11111W-
b
VI. lank Info C ypacl4 or I - -
('aUons _ Total d of 1
(rallon< I_Inits Mantill l1smu mr
Ise•n auks I<isling Tank.,
1. .I ~D R L~ 2 J 97, 7
r. t..
Sarti s.r l l' kline lank 1 `;S\ 15X5 1 \k icr Col -.rele ❑ ❑ ❑ F ❑
IAs-mt Chamber 95(1 9511 1 Weser Concrete ❑ ❑ ❑ t. ❑
If. Responsibility Statement- 1, the undersigned. assume responsibility for installation of the WIN' IS shown oil the attached plans.
I'lumher': Namc. Philp I'!unlhe na MP MPRI, Nwnher nusmcss Ilion Number
John Schmitt !I( 22376o 71 i-760 0486
Number's Address [Sheet, C ifs. Stan:. Zip Codc"
616 15(to' Ave. Suntcrxt W I 5-I02i
V Ill. ('ounty_ /nepartnlent I.- c Only ~~ff - - _ - - -
\pprovc:l Perm/it I cc I Date ssucd / ~Isma Agent Sienatur - -
- CJs(ewurrrnv 2 Reason t-.n I1cn"al 5 I~~O . ~ Z / ~ ~ i
I\. C•ondi§X$.T" VEA7Reawns for Disapproval 3 CaVt~ i ~L, s ^ -
1. Sept!^ lark, uUCc m dRe- cn 1 '
i
s , cell ell r ri t all
- pbe° s . 11L., IA ~l1(V• 64/L S
is per per men .n o w ,J w '0 nee.. t-1.
2. Allwvbw:k ren v nn s m 1 t oc ..r.;, c
_ npsrt iia~bl°c,)r,:::M'-ai,et. _r ~-•owd~i~-~an~ ~G+~d4_ fM,o~_
Allah ro complele plans for the ..stem and submit to the County unle an paper not lens than % I'. s 11 in h, in sire
SBD-639X (X03; 141 CI'A.v.
SYSTEM PLOT PLAN
Project Name: Anderson Mound Design Attachdesi Flow: gn 750 9ow galbre+day
calalla0orlstor NN!
Project Address: 1770 207th Street commerrJal plans:
BM1 Symbol: AL BM Elevation: 100.00' Pipe Materials I ASTM Standard Scale: V = 60'
BM Description: Top o11 117' PVC pipe fables 394.30.3 8.384.30-5 0 90 g0 120
BM2 Symbol: Q BM Elevation: 100.39" 4" SCH 40 PVC ASTM D20e5
SM Dese0plion: Top of 1 V2" Steel Condep 2' SCH 40 PVC ASTM D7795 J
15'
1 112- SCH 40 PVC ASTM 01- 785
Siope Gradient of Tested Area: (5%) .
Wak Symbol (it applicable) I _
Notes: Notes
Property Line
98 \ 21.56'x90.23' Mound
Contour Line EI.=99.97 wi 6.5'x75' Geomat call
100 Garage
1
8 m
102, \ Driveway 'a
\ 63
BM2 gyp..
5 4 Bedr m
oo
o Slope
B} Proposed House
° Well 1
Wieser Concrete
250' Y SCH 40 PVC N! WLP15851950
BM1 Force Mair 1 SepticlDoser Tank
i
Property Line
gar; sigh
Jo'a_ NIB*
r~ _eke!s
I
I r
Page 12
`,,VARrDIVISION OF INDUSTRY SERVICES
i- - 3824 CREEKSIDE LN
HOLMEN WI 54636-9466
' S. Contact Through Relay
PS httpardsps,wi. gov.programstDetault. aspz
wwwA/isconsin.gov
Scott Walker, Governor
Laura Gutierrez, Secretary
November 20. 2018
CONDITIONAL APPItOV'AI.
Conditionally
PLAN APPROV.AI. EXPIRES: 2020-11-20 APPROVED
Plan Review: PWTS-1 1 1 3024 10-C
DEPT. OF SAFETY AND PROFESSIONAL
J01 IN f SCI IMITT
SERVICES
SCHMITT K SONS EXCAVATING, INC.
616 1501' AVI NUT DIVISION OF INDUSTRY SERVICES
SOMERSET, Wl. 54025
SITE.:
JARED ANDERSON
1 179 207' Street
Town of Hammond SEE CORRESPONDENCE
Saint. Croix County
N1-,1:4. \614, tit, T29N, RI?W
FOR:
Description: Five Bedroom CieoMat bhntnd System ` Sloping site
Gaomat Mound Component Manua F.t iuon I, 4i I?); Pressure Distribution Component ivlanual Ver. 2.0.
SBD-10706-1)(N.01!01, IC I D: 12): ?50CY[ID: 22" Deplti to limiting factor from original grate: Maintenance
required; Ellluent filter
The submittal described above has been reviewed for conlormance with applicable Wisconsin Administrative Codes
and Wisconsin Statutes. I he submittal has been CONDITIONALLY APPRUVTT). This system is to be
constructed and located in accordance with the enclosed approved plans and with an\ component manual(s)
referenced ahovc. The owner, as defined in chapter 101.01 (10), %k isconsin Statutes, is responsible fix 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 pers. 145.06,
stall.
The litllowing conditions shall be stet 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 slstent 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.
Stalls.
• The area within 14;' downslope of the dispersal cell shall remain undisturbed. Vehicular Iraffic,
excavation or soil compaction is prohibited in this area.
• A copy of the approval plans, specifications and this Ictler shall be on-site durin>t construction and
open to inspection by authorized representatives of the Department, which ntay include local
inspectors.
Owner Responsibilities
• l he 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 anchor owner's manual for the POWTS described in
this approval.
• The owner of a POW" fS 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(l).
• 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.
• The owner is responsible for submitting a maintenance verification report acceptable to the county for
maintenance tracking purposes. Reports shall be submitted at intervals appropriate for the
component(s) utilized in the POW] S.
In granting this approval the Division of Indusny 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 fo' designing a sate building, structure, or component.
Inquiries concerning this correspondence may be made to rite 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 Pt )WTS management plan to the owner and any
others who are responsible lift the installation, operation or maintenance of the POWI S.
Sinccere~ly,
Gerard Ivl Swim
POWTS Plan Reviewer, Division of Industry Services
(608)789-7892 voice '',(608)'85-9310 - fax
GeoMat MOUND AND PRESSURE DISTRIBUTION COMPONENT DESIGN
Res~dentia! Applicatie~
INDEX AND TITLE PAGE
F r!_ i
wrier M no
I
Project Name: Anderson 5Bedroom Mound
Owner's Name: Jared Anderson _
Condirron.vlly
Owner's Address: 932 US Hw~63 APPROVED
Baldwin, WI 54002 DEPT. OF SAFETY AND PROFF SSIONAL
- SERVICES
DIVISION OF INDUSTRY SERVICI-S
c?~~'/~Q
rope n o
Property Address: 1179207th Street _ SEECCRRESPONUENCE
Baldwin, WI 54002
Legal Description: NE _ NE S-11 T 29 N R _17 W
Township Hammond County:_ -St- . Croix
-
Subdivision Name: Pine Lake
Lot Number. - 2 Block Number: CSM#:
Parcel I.D. Number: 018.1092-02-000
Plan Transaction No.:
n ex ag®t;
Page 1 Index and title Page 9 Tank cross sections
Page 2 Data entry Page 10 Effluent filter information
Page 11 Pressure filter informatiol
Page 3 GeoMat mound drawings 12 Plot plan
Page 4 Lateral and dose tank page
Page 5 Distribution media Page 13 Maintenance aagreement
Page 6 System maintenance specifications Page 14 Warrant' deed-
--Page 7 Management and contingency plan Page 15 CSM
Page B Pump curve and specifications
John Schmitt _ License Number: 223760
Date: 11114118 Phone Number: 715-760-0486
i
Signature: 27j State of Wisconsin Approval Stamp:
Designer S p:
Designed PL(saanl to the
Synergy Systems L.L.C., GeoMat Mound Component Manual (Edition 1, 2017), IN. 4117),
SSWMP Publication 9.6 Design of Pressure Distribution Networks for ST-SAS (01181) and
Pressure Distribution Component Manual Ver. 2.0 SBD-10706-P (N. 01101, R. 10!12)
Paget of 15
GeoMat Mound Edltlon 1, 2017
Mound and Pressure Distribution Component Design
Design Worksheet
n " rtna on _
_ (SO Required?
_ R Residential or Commercial Design
600.00 Estimated Wastewater Flow (gpd)
1.60 Peaking Factor (e.g. 1.5 = 150%)
750.00 Design Flow (gpd)
6.uui site Slope
99.92 Installation Contour Line Elevation (ft)
- 22.00 ilepth to Limiting Factor (in)
0.60 In-situ Soil Application Rate (gpd/it°)
_120.00 Contour Length Available (it)
blstribution Ce I n orma ton
- 76.00 Designer input Cell Length (0)
6.b0 Cell Width (ft) 3.25 , is-'- ^ QWY Dispersal Cell Length Required (ft)
_ 2.00'1 uspersat Cell Design Loading Rate (gpd/ft1) 75,00
_
- 2 irl:uent Wastewater Quality (1 or 2)
r ressure Distribu ton n dfM`F 011 " -
C' Center or End Manifold Are the laterals the highesttoinl
4 Number of Laterals in the distribution -__Y
3 25 Lateral Spacing (it) network?
_ 40.18 Forcemain Drainback (gal) If N above, enter the elevation (ity.. .
_ 0,50' Forcemain Filter Loss (ft) of the highest point.
2.00. Forcemain uiameter (in) r--
260.00 Forcemain Length (h) Does the foroemain drain back?!
F 71001 Inside Pump Tank Elevation A
01966 Orifice Diameter (in) (e.g 0.25)
2.60 Lst w,ated Orifice Spacing (ft) = 8.13 fe/orifice
-4.55 Syetem-HeW (ft) x 1.3
i- 28.25 Vertical Lift (ft)
- 5.56 Friction Loss (tt)
Total Dynamic Head (ft)
66.52 5x Void Volume (gal)
107.30 Minimum Dose Volume (gal)
_ 1 32.31 System Demand (gpm)
r lection Manifold Diameter Selection
choice in. dia. o tions choice 1,25 x
z 1.50 x -1
2.00 x 3.00
anu ac ore n rrnat on
Treatment Tank Information Effluent Filler Informat_ion
'Pot lok Inc./Zabel - Fitter Manufacturer
_ Y _
1585.001 SeeticTank Capacity (gal) -
- 3014-525- 1116- C00 90 GPD Filler Model Number Wiener Concrete Products, Irc. ManuPedurer
Dose Tank Information Gallons/inch Calculator iopticnTU
950.00 Dose Tank Capacity (gal) [ Total Tank Capacity (gal)
Total Working Liquid Depth (in)
'25.00 Dose Tank Volume (gaVin) t------ ---j a'/.n (enter result In cell DoseTankVolume)
Wieser Concrete Products, Ire AAarw.aclurer L_-J 9
Page 2 of 15
Project: Anderson 5 Bedroom Mound
Mound Plan View
F-1
s J
+1/1_ 0 B Observation Pi[x3
K TA
i` 6 _ 1
W
i- B
l
7I
0
L
oUn omponent uriensioris
Down slo e toe extens,on made.
A F---67501 tt E 5.90 in H 1.00 ft K 7.61 ft
0 7 ft L 90.23 ft
B 75.00 ft F 14.5C in I 10.1
W 21.56 It
D 2.00 in G .50 ft J 4.89 ft
467.50 (ftz) Dispersal Celt Area 1250.00 (ft2) Basal Area Available
10.00 (gpd/ft) Linear Loading Rate 7.50 (ft) 1/10 B Obs. Pipe Placement
oun rotas ectton ew
GeoMat Dispersal Area
r Observation Pipe
12" ASTM C 33 sand as GeoMat Distribution Cell
required for Geo Ma[ GeoMat + 12" ASTM C-33 sand
component i
102.30 Finish Grade - Cover Material
101.17 t.ateral Invert Elevation - r
100.09 Dispersal Cell Slope 5.0
Elevation
Contour Elevation 99.92
Tilled Area
Forcemain
in situ soil
In situ soil
Is". "W"FIR
ImRiwrlmo
a ng ey
I Topsoil Cap
2 G~ Subsoil Cap
3 Q ASTM C 33 sand (F)
ASTM C 33 sand (0)
S Q Tilled Layer
6 Geo Mat
See details on page 4 for number, size, and spacing of laterals.
Project: Anderson 5 Bedroom Mound Page 3 of 15
Center Connection lateral Layout Diagram
Laterah are identical Force main connectten v:a tee Of
;_.X_
• = Turn u w/ball valve or
bll orifices point down p - - ; S
cleanout plug
lateral a force -1 09f PVC Sch 40 per
-.l
Number of Laterals 4 Orifice Diameter 6. 56 in
Lateral Diameter 1.50 in Orifice Spacing 2.50 R
Lateral Length (P) 36.25 ft Orifices per Lateral 15
Lateral End (Z) NA fl Orifice Density 8.13 feiorifice
Lateral Spacing (S) _ 3.25 R Manifold Length 325 R
Lateral Flow Rate 8.08 gpm Manifold Diameter I to in
System -!ow Rate L 32-31 gpm Forcemain Velocity 3.30 ft/Sec
753Z an n orma on
l url.my oneu r. nh eaumlp LIw9.
In.kiuy Jvi~.nnf :rter riChl +al w
11 "Ir
IN 110 ,'Y U'r~'i
iinh6. l a.•.Ir l I 1LL a 1 P.
il uir.l:,laj ~J
ten;. 1 . , r:1;cn~ „ I ~ , um, wj,•F a....a
n.w .:d ,+itla
i Faccrnein diamMer
2 in.
lik"
wi tuns t. ~,L'i: ~„•.•i .
seta ua.c<t (LL.,.., . r..
Sim / Tech Filter
STF lOD 1/16
. 51
Pump off ek:vafion (A)
oungr r)I;'lnnul• I rl, r: 72.92
I'
le... , Dose tank elewreon (fl)
~ 72.00
I 1tctlJint ,valor L,n{yl +j t'i'il:`{I III t,:;~".
Dimension Inches Oahons r increte Products Inr..
A 20.71 517 70 aci 950.00
lfinch
D 2.00 5000 me 25.00 ga
C 4.29 707.30
D _ _-1,, b 275.00
Total 38900 950-00
Finer Manufacturer [Sim r Tech Filter
Filter Model Number STF 160 V10
Alarm Manufacturer~SJE Rhombus _ • _
Alarm Model Number 1036.378;
Pump Manufacturer FZpallor company
Pump Model Number l_ 1631
Pump Must Deliver 32.31 gpm at 38.86 ft TDII
Note snitches Costair, ng mercury nay net be sect n tnis system
Project. Anderson 5 Bedroom Mound Page 4 of 15
I
SEPTIC / PUMP TANK SPECIFICATIONS
(No Scale)
4'0 vent vine
>10 11 from
Electrical must comply with
Building COMM to and NEC 300
12' Min. ow r 2 2..0 it ebovu Extend menho!e riser as newssary.
Established Flood Elevation Weatherproof
(typical) Approved Junction Box Approved Locking Manhole
Vorl Cop with wanting Label Attached
IMPORTANT: (typical)
Anchor tank(s) as necessary conduit d^ Min. or 2.0 a above
pursuant to SPS 383A3(8)(g) Established Flood Elovahon
cal
Airtight Seal
Finished Grada _ Quick Disconnect
I W Min.
d (typical)
CAPACITIES @ 25.00~ galfin a
1
Depth (in) Volume (gal) -
* ~ _ -Approved JOIMSilb
3 iton onto
A 20.71 517.70 :neap appravea Pipe
Liquid Hole scud Ome:d
B 2.0 50 a Ueplh Force Main ,ndvo
Fitter"
[C] 4.29 107.30 _j _ Alarm "install and maintain pursuant
s won ( to manufacturer'sinstn;c6ons.
D 11 275
PUMP-OFF 72.92 ft
P .a @og ELEVATION =
*Pump Tank Liquid Level 38 in 4- A
INSIDE BOTTOM
,Z ° chcmw
=
Force Main Diameter = in Blc;:k _ ELEVATION 72.00 fl
,250 3' Appovad Bedding Material Beneath Tank
Force Main Length =
28.25
Force Main Void Volume = 40.78 gal 3.50
+ Min. Supply Head = -~fi
[C] Total Dose Volume (TM = 107.30 galldose 5.56 ft
+ FM Friction LOSS =
Oral void volume < TUV 0.2X design flow) Fitting LOSS` = 5.05 g
+ (force main drainback volume) + g
r _ '(lmin supply head x 0.31 a Mier loss) 38.86 ft
LMIN. PUMP DISCHARGE RATE = 32.31
~gpm~ Lan °TUTAL DYNAMICHEAD= PUMP TANK: SEPTIC TANKS.
Volume 950 gal Volume 1gal 585
Wieser Concrete
Manufacturer: Wieser Concrete acturer(s):
Pump Manufacturer: Zoeller Installa moved force main filter pursuant to
163 manufaQt t_~s instructions.
Pump Model: eeen (Saoanacne:d pump CA".) Sim/Tech
Controls/Alarm Manufacturer: SJE Rhombus Filter Manufacturer: 010000000
Controls/Alarm Model: 1036378 STF-100
Filter Model:
Float switches containing marcury are prohibited.
GeoMat Distribution Cell Media Layout
50 Cell Width (ft) 1.53 ISidewall to Lateral (ft)
r 5. Distribution Cell Cross-section Arrangements
Q
71
otnponen 'egen
Distribution Pipe With Pressure Lateral L..J Orifice Shield
Turnup Enclosure - - - - - Pressure Lateral
GeoMat is covered with approved geotextile fabric as per the their product approval.
Distribution Cell Plan View Layout - Typical
6.50 Cell Width - A (ft) 75.CA Cell Length - B (ft)
Center Connect,cn r!ere! ayon! i hegram
dt"
' i r.n w..r.-I rre'1t 'wr rho rP
1
- p ca spers8 e
!MenMn:en IdW
i.-.1 ~nKe.«..rrne+wA
E ~ fLi1Ke A'Md
- -
~r Npvwed lMMreWele4M
{i E Myt W
1 ~ ~ - Y I ' ~ ~ CenILN CmnVn^p't
Y } %A"114 33 1~i'
~~SSi~~' ~ I i5muinll~~ltful n~~MSMwr~nl~
uln. FNt.
ad ng ay
serve on pas _
Topsoil Cap
rum e,na Z Subsoil Cap
3 L-~ ASTM C 33 sand (F)
~w; ASTM C 33 sand (D)
Tilled Layer
` f 1 MM.{ I ( I t Abn
j` -f.~ I♦ Cr/,,i r, Geo Mat
~ ,v 1
~A &tPrlEiCl (niv"A~
1t11y an am l7uat
IY
See details on page 4 for number. Size, and spacing of laterals.
Page .5 of 15
Project: Anderson 5 Bedroom Mound
13, Install an observation pipe at each end of GeoMat Ceil
The slots need to extend from the bottom of the GeoMat (placed flat on top of the sand) to
the top of the fabric (approximately 1") See figure 7.
Observation Pipe Diagram
Maier Tig'nt Cay
6" WD Va
Slca
Toilet Flange. Rebar
/
~ { d
_ IO$,+JI~. Bt EP3~IC~Ctutt&?
~ ~ inltlfa.C ~ _
i7Etildlir / -
1 I I
~'I I. r'I''I -,I i l l II II I I I~-I'I I t~l'I'I I'~. I~I'I I I I I I I t ITI~I
11 I III'. III ~I~LI'~I I.I 'III •II , I:I III I'~111~1 ~1~.~1'I'~.'I I'I ll Imo. III I''Il II II'll I~,II II I~
I{, I I t l l l i l l I I I
I I' l II INfiAR CLtwcT.LCOLLAIRI I I I I 1 1 1 1 1 1 '(~/R A,[tn ITIE Relia?~II II Iill IIII III III IIIIlIt
1 1 1 I `-T-I TY 1 1 1 1 1 1
II II III I;IIIIII I IIII I:It it, II II I. I I :II III ill :ill IIII-,II.I~ II.I llillll IIII II.IIt it IIII
'I I I I I I I I I I I I I l l I I~ i l I I I I I I I I I I I I I I I I I I I I I I
I I I I i l l l l: l l l 1 1 1 1 1 1 1 1. 1 1 1 1 1 1 1 1 1 1 1 1 l i I f I I I I I l i t
1111111 III IIIIII'IIIII 1 IIII. i III I: II II I. IIII II I II,I 1111 1I I.{ 11 II IIIi'I b III III II III I::I IIIIIlll 11111
I 1 1 I I I I 1 1 1 1 1 1- I 1, I. _I I I tai Il 1111I II1,11111 Il:ll III IIII IIII I'I~
I I I I I"I I'I I'1 I 1 1
11:11 IIII II III I II. I I IItII r2*'ASTM C-33 stad ~fCOFat l I I 1 I 1 I I I 1
III': III 111:.1 1111 i. 111111-I II I.I II II II. Tfl Ii;l TAI II IIIIII II IIII II III,IIIII I, lit 1I II I IIIIII'.
I i l l l l l l l! I t l i l l l l l I I I I l i l ll l l l! 1 1 1 . I t l l: l l l l 1 1
i'1 III IIIIIII IIII (IIII V III IIIIIIIIII IIII'.i lit lit II III i.III=IIIIi;IIIIIi 111 ~'~I'Illt il!I~I X11.1 ~I I~V
II,IIIIi I''-L1~IIII;i II_.I lllltl_.II 11..~_I. I~LI L_I >.I ~I~1'I1 i11~ .III I:L_.,. I Ill ILL>--'.. yL: yL-: I-its
Figure 7
25
14. Complete the final grading to divert surface water drainage away from the mound. Sod or
seed the entire mound component.
Geo Mat Cross Section
'Trip r'4 t'•Ao ul,d
i
AZ" C6Vp3' Civp,C (Native
Dist Itiir.B Backfill°
°n ' ' i D4E~"JI5SA4tOri
^ c e 4 ^ - - LrdlY1 d
d a ~
Orifice Shield
i
1 I I I I I ~~~C111Ei1%
V I I I
' I I I I I I I I,i? AISTM 33 SS. d! I' 1 1 1 1 I I I; j
T'L.rri I~_Lti 11 `I _
_ ' +T' -r-
I I II, C I
~fTl I l I .tt
LI I I .1L I L_L_Li 1 1 1
I 'III ' I d1ditiionz3 ASTM C-33 S>nn~~ :I . I I I I I I
h'ifilia`aii'ap "asr.~facw.J k'[[r+N lxytr,
Lin &g factor
r Figure 8
Vlll. GEOMAT MOUND WORKSHEET
26
Mound System Maintenance and Operatlon Specifications
_ _
Service Providers Name[John Schmitt Phone315 760-0486
- 715
POWTS Regulators Name 'St Croix County SPIA -Zoning Office ce Phone LL ) 386-4680
System Flow and Load Parameters
Design Flow Peak 750 gpd Maximum Influent Particle Size 1/8 in
Estimated Flow - Average; 500 gpd Maximum BOD5 30 mg/L
Septic Tank Capacity 1585 gal Maximum TSS 30 my/L
Soil Absorption Component Size 487,5 ft' Maximum FOG 10 mg/L
Type of Wastewater Domestic Maximum Fecal Coliform 10E4 cfu/100 mL
Service Freguenry
Septic and Pump Tank Inspect and/or service once eve 3 ears
Effluent Filter -Inspect and clean as necessary at least once eve 3 ears
Pump and Controls Test once eve 3 ears
Alarm Should test periodically
Pressure System Laterals should be flusher anc pressure, tested every .35 years
Mounc' Inspect for pending and seepage once every 3 years Miscellaneous Construction and Materials Standards
1. Observation pipes are slotted and materials conform fo gable SPS 384.30-1, have a watertight cap and are secured in as
shown in the Synergy Systems GeoMat Mound Component Manual Version 1, 2017.
2. Dispersal cell media conforms :o GeoMat prodacts approved for use with the Synergy Systems GeoMat Mound Component
Manual Version 1, 2017. Media is covered with an approved geotextile fabric.
3. All 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. 1 he mound structure and other disturbed areas will be seeded and mulched to prevent soil erosion and help reduce frost
penetration.
Lateral Turn-up Detail
6 8" Diameter rinlzhed threaded Cleanout
Lawn Sprinkler Gracie \ lili. Plug or Ball Valve
Box
` Lateral Ends at Last Orifice Where
Long Sweep 90 or Two
'4_45 Degree Bends Same
Diameter as Lateral
tr' ~
n:111[' till Y ~'L.`}ii "I~rhlllll'.~9I; I I;
Dist6butiun wteral Lateral nout
1.8 Feet
Project: Anderson 5 Bedroom Mound Page 6 of 15
Mound System Management Plan
Pursuant to SPS 383.54, Wis. Adm. Code
rat
This system shall be operated In accordance with SPS 382.84 Ws. Adm. Code, and shall maintained in accordance with fls component
manuals (Synergy Systems L.L.C., Geomal Mounil Component !Manual version 1, 2017, pressure Distribution Component Manual Ver. 2.0
SBD-10706-P (N. 01/01) and SSWMP Publication 9.6 (01181)) and local Or stale rules pertaining to system maintenance and maintenance
reporting.
Septic and nump lank anandonment shall be in accordance with SPS 383.33, Wis. Adorn. Code when the tanks are no larger
used as POWTS components.
Septic or pump tank manhole risers, access risers and covers should be inspected for water lightness and soundness. Access openings
used for service and assessment shall be sealed watertight upon the cemptetion of service. Any opening deemed unsound, defective, or
subject to failure must be replaced. Exposed access openings greater than 8-.rches in diameter shall be secured by an effective locking
device to prevent accidental or unauthorized entry into a lank or component.
Septic Tank
The septic lank 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 lank and outlet filter shall be
assessed at :east once every 3 years by inspection
The outlet filter shall be cleared as necessary to ensure proper operation. The filler r;artrldge 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 filler is egwpped with an alarm, the
fitter shall be serviced if the alarm is activated continuously. Intermittent filler alarms may indicate surge Pews or an impending continuous
the li
alarm. e tank
the The septic tank shall have As contents removed when the volume of sludge and scum in Chance pex n reel shall advise thelowner as to
tank. If the contents of the lank are not removed at the time of a triennial assessment,
when the next service needs to be performed to maintain less than maximum scum and sludge accumulation in the tank.
are used they shall be approved for septic tank use by the Wisconsin Department of Commercerally net required. However, if such products
The addition of
Pump Tank
The dosing (pump) lank shall be inspected at least onceevery 3 years. All switches, alarms, and pumps shall be tested to verity proper
operation. If an effluent filter Is installed wilfir the lack it shall be Inspected and serviced as necessary. If the force main has a weep hole, It
should be noted if it is functional during pump operation, and if not, It should be weaned.
"No one should ever enter a septic or dose tank since dangerous gases may be present that could cause death.""
Mound an Prefius re Distribution System
No trees or shrubs should be pearled on the mound. Partings may be mace aromd the mound's Formalist, 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 penetrat.on. Cold weathar installations (October-February) dictate that rite
mound be heavily mulched as protection from freezing. ent
30 Influent
BOD. 30 m into the mound system
and 104 cfu/100 mL for9h highly ttrreated effluent. Infl ent tow may nnotf exceed) maxlmutank mud sign flow t 50 frill TSS, and 3 mill FOG mgfL BOD„ 30 mgrL TSS, to g
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 or accumulated solids at least once every 3 years. When a pressure test Is performed it should be compared to the initial test when
the system was installed to determine if orifice clogg:cg has occurred and if orifice cleaning is required to maintain equal distribution within
the dispersal cell.
ked
be ch
as an i mpcell hydraaulic failure requiring adidittional, moue frequent Imonitoring reported to the owner, an any
Observation pes within
eff le e s above 4 rches cons idthe
Contingency Plan
If the septic lank of 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 ,mmediate y
repaired or replaced with a component of the same or equal aer'o•mance.
It 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 lee leakage occurs or by removing biologically clogged absorption and dispersal a, and
ecessary
emed
said
and
relate
stem rneSlee P age 6 ofthis plan for threp e o me and t ephonernumberaof y urlo al POW TSrregulatoryand servcetprrovride operating condition.
Page 7 of 15
Project: Anderson 5 Bedroom Mound
Flow-Mate
Heavy duty construction with oversized bearings and a balanced
bronze, non-clogging vortex impeller allow these pumps to stand
up to the highest heads and maximum flows. They are well suited
to applications with low pressure pipe (LPP) and enhanced flow
STEP systems. Using Zoeller's cool run design, we added fins to
these pumps, lowering operating temperatures- The corrosion-
resistant, powder coated epoxy finish and hermetically sealed,
oil-filled motor add up to a long-lasting, trouble-free product.
UP
Y~
t
APPLICATIONS:
Onsite or septic applications
Enhanced flow STEP systems
Commercial dewatering
Sump/dewatering
SPECIFICATIONS:
1-112" NPT discharge (available with 2" or 3" NPT bolt-on flange)
1/2 HP through 1 HP
Available in automatic or nonautomatic
3/4" (19 mm) spherical solids capacity with bronze vortex impeller
Hazardous location/explosion-proof version avafldbte
(automatic and nonautomatic)
Double shaft seal versions available for added protection
Thermally protected motor
Forvnure Information, see Technical Data Sheet rM2785.
1
PUMP PERFORMANCE CURVE I °
MODELS 161/4161 163/4163 - 165/4165
14 So
185/4186 ""J
70-
k
„g 20183 163
Z~
U_ aQ
IB
O b0
` S
YFr 12 w
30
B
20 - - 781/4181
4
10 -
0
10 2D 30 10 SD W 70 a0 80 1 110
GALLONS
tlTt nS ep 1 3 Y 3 100
FLOW PER NUNUTE Exptosiomproof models available
ooouau~
0 All rights reserved. ZOEC-ER PUMP CO. 1 502-778.2731 1800928-7867 I zoellerpumps.com
Page 8
ox cvs~aM av~ 95 ~8- 7.4 C08 °
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Page 9
P1XMNfix' PC: 525 Effluent t=iller
im:?wf!nns r~ frc!a>r Cr,:aa,J,r Zabel`
&VfSi:2Yi J'e!°•u~W[L+ d01,i;'mi u'. i'u~ick ln.,,
PL-525 Filter
1'he PL-525 Filter is rated for 10,000 GPD (gallons per day) making it one of the largest filters in its class. It has
525 linear feet of 1/ 16" filtration slots. Like the Polylok 1'L-122, the Polylok PL-525 has an automatic shut-off ball
installed with every filter. When the filter is removed for cleaning, the ball will float up and temporarily shut off
the system so the effluent won't leave the tank.
Features: 1[] 6° Filtration Slots ~ AlarmSw•itch
• Rated for 10,000 GPD (gallons per day). 10,000 GPD' (Optional)
525 linear feet of 1/16" filtration. Accepts 1" PVC
• Accepts C and C SCHD 40 pipe. Extension Handle
• Built in gas deflector.
• Automatic shut-off ball when filter is removed. Rated for
• Alarm accessibility. 10,000 (.,PD
• Accepts INC extension handle.
PI; 52; Installation: 525 Linear Ft.
Ideal for residential and commercial waste flows up to of 1/16"
10,000 gallons per day (GIJD). Filtration Sluts
1. Locate the outlet of the septic tank.
2. Remove the tank cover and pump tank if necessary. Accepts 4" k 6'
3. Glue the filter housing to the 4" or 6" outlet pipe. If SCHD 40 pip,
the filter is not centered under the access opening use a
Polylok Extend 8r Lok or piece of pipe to center filter.
4. Insert the PL. 525 filter into its housing. Certified to
5. Replace and secure the septic lank cover. 07D NSF/AN SS 11 standard 46
PI -;25 Maintenance:
The I'L-525 Effluent Filters will operate efficiently for
several years under normal conditions before requiring
cleaning. It is recommended that the filler be cleaned
every time the tank is pumped, or at least every three
years. If the installed filter contains all optional alarm,
the owner will be notified by an alarm when the filter Gas Deflector
needs servicing. Servicing should be done by a certified
Automatic
septic tank pumper or installer. Shut-Off Ball
1. Locate the outlet of the septic tank.
2. Remove tank cover and pump tank if necessary.
3. Do not use plumbing when filter is removed. AA
4. Pull PI: 525 cartridge out of the housing. i -
5. Hose off filter over the septic tank. Make sure all
solids fall back into septic tank. -
6. Insert the filter cartridge back into the housing making v, _ t n,ic.r,d & l ok-
sure the filter is properly aligned and completely inserted. Polylok Zabel k Best filters atxcpt Easily installs
the SmartFillerlD switch and abunL into existing tanks.
7. Replace and secue septic tank cover.
Polylok, Inc. 3 Fairfield Blvd. Wallingford, CT 06492 Toll Free: 877.765.9565 Fax: 203.284.8514 www.polylok.com
Page 10
7JMJ//TIg ~l' PRESSURE FILTER INSTALLATION & SERVICE INSTRUCTIONS
r h,L ~r~l.
1455 t.cxanue Drive Toll Free 888-9993290 office 231-582-1020
noync City, 1x1149712 1-w-231-582-7324 hSwll Web «e u_ +'tc,h ccm
INSTALLATION:
When installing an STF-100, screw filter into discharge port of any pump that has a 2" National Pipe Thread. Pumps with
a smalie, discharge port may be adapted to fit. When installing an STF-100A2 a tailpiece and male adapter will need to be
added to the inlet end of the filter (end opposite of the cap) to the desired height and a 2" union will need to be added to the
outlet end (the end closest to the cap & on the side of the filter). Always install the filters in a position where they can be
easily serviced. "Always use caution when starting threads to avoid cross threading'". Plumb force main into the 2" sch 80
PVC union. "We recommend that the union remain together during gluing to insure that glue or cleaner does not ruin O-ring
or sealing surface". For pe l~rr~an~e, fa dk v: lv~ s ',Stduen it Seoul cnry ~a a tcr'he cute: of tre filter
SERVICE:
Service cf filter screen is dependent on usage as every system is unique. For most residential systems we recommend
inspecting the filter within the first year to determine the necessary service intervals for the filter. In high volume systems we
recommend inspection within the first 6 months to determine necessary service intervals for the filter. Once the service
interval is determined it should be consistent unless something changes in the system. Always inspect the filter screen for
any damage or corrosion and replace if necessary. If our STF-101 service alarm switch has been installed and adjusted
properly it will alarm when the filter requires service. It should be serviced no less than when periodic pumping of the septic
tank and pump chamber is performed. Servicing will be more frequent if using any one of our optional filter socks (600
micron, 150-190 micron, and 100 micron). Check your local health department for septic system servicing recommendations.
It the screen becomes clogged before the periodic pumping requirements, a high level alarm or light will indicate the need
for service. If system is equipped with a "pump on light" that stays on longer than normal, this also may indicate a need to
service filter.
To service filter screen, unscrew the 4' cap. Pull filter screen from canister and wash out thoroughly in appropriate
location with proper protection. In some cases an additional filter screen allows quicker service allowing the dirty filter to be
washed later at the shop. Note that in cold conditions the filter cap maybe difficult to remove. Keep the filter in a warm area
or pour warm water over the cap before removing. Once the filter is installed in the tank it maintains a stable temperature
and removing the cap will not be a problem.
If the system is equipped with our Service Alarm Switch, the filter screen does not reed service until the Service Alarm
Switch activates a light or audio alarm. We still recommend that the filter be inspected once a year for damage or corrosion.
NOTE: The total dynamic head loss of the system must be increased by 0.5 feet of head to overcome friction loss through
the filter
SERVICE ALARM SWITCH
The alarm switch is available in three pressure ranges, low head, medium head, and high head. Installation is simple, on
SIMITECH FILTER systems, remove W' plug from base of filter chamber and connect tube fitting. Next, run the tube up into
the tank riser and connect to service alarm switch. The alarm switch is fastened to the side of the riser via the nylon strap
provided. Run alarm wire to alarm box. The service alarm switch can be wired with its own alarm or with the high water
alarm.
Pressure adjustment is made by removing the end plug, and inserting the 7132 allen. Clockwise increases pressure. One
turn, equals approximately 3 PSI The low head alarm switch comes factory preset at 8 PSI and is completely field adjustable ave within it's range (3 to 24 PSI). We recommend
the use of a ball valve when using ilter alai m
that switch. O cmake e y suhe the installed
the filter and alarm switch, the ball valve can be closed off to simulate a plugged you
switch is working correctly.
`""'"fRY OUR LID/SCREEN REMOVAL WRENCH. Our wrench holds filter lid firmly and hooks screen for easy removal and
installation. Made of PVC plastic.
WARRANTY
All products are warranted against defects in material and workmanship for a period of two years from the date cf purchase.
In no event shall GAG SIMITECH FILTER, INC. be liable for any consequential damages or any labor, material, freight or
expenses required to replace, correct or reinstall the product. GAG SIMITECH FILTER, INC.'s liability is limited to repair or
replacement of the part. All warranties are void if the product has been improperly modified, applied or installed, subjected to
misuse or abuse. Except as stated herein, there are no warranties expressed or implied, including the warranty of
merchantability or warranty of fitness for a specific purpose. EFFECTIVE September 13. 2005
Page 11
SYSTEM PLOT PLAN
Design Flow: 750 gallonsArey t• 1
Project Name: Anderson Mound Attach design flow calculations for Iv
Prolect Address: 1178 207th Street commercial plans:
SM1 Symbol: A BM Elevation: 100.00' Pipe Materials I ASTM Standard Scale: 1" = 60' -
BM Description: Top of 1 A2" PVC pipe Tables 384.30-3 & 384.305 0 80 90 li0
D2aa5
BM2 Symbol: A BM ElevOon: 10138" 4• scri 4o Iwc f
BAt OCSalption; Top of 1 172' Steel Condua T SCI 44o PVC M Dt7a5
15'
Slope Gradient of Tested Area: (5%) 1 1f7' SCH 40 PVC M D7785
ell Symbol (If applicable) -
W
Notes: Notes
Property Line
98 \
\ 21.56'x90.23' Mound
Contour Line EL=99.92' w/ 6.5'x75' Geornat cell
100 Garage
B J
41
102 \ Driveway c
B3 Q.
\
B BM2
I
t _ 50 4 Bedroom
o / Slope Proposed House
N B} 'Well
_J _ _Weser Concrete
250' 2" SCH 40 PVC WLP1585/950
BM1 Force Main Septic/Dose Tank
•
Property Line ;E -
-lela wi ri t s th? Card'laF, ! qn
Page 12
1 I I
\ I
N 57.43' ;
I I S00015'09"E ;
N89°44'51 "E 447.91'
s I ¢ ss
°T.; I I 75 0.1 LW.M.~ Soo.
a.gj :,14
SETAACK ,
~y
LOT 2 MEANDER I.INF'R' S6
I I
41 ~76 , I 768 ACRES 6 0081 ~.VY~!
10 MEANDFRI FT)
I I I.84! ACRES
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S'1'. C ROIX COUNTY 29 2018
SUP'l1C TAINK MALNTENANCE AGREEMENT
AND
OWTIFRSIIIP CERTIFICATION FORM r,e
OwnerBuyer Jared Anderson
932 Highway 63, Baldwin, WI 54002
1~•1ailingAddr ~ss
roperty Addte 1179 207th Street
' Si
(Verification rcqured tlOln Planniil Fc oui cpannlr:a for new coaArucliun.)
Ci.}','State Baldwin, WI 1,•ur,el ide 018-1002-02-000
~ntif?cation Number
LEGAL DESCRIPTION
NE NE 1 29 17 Hammond
Property 1-,ocaton . , Sco. , T -N R -R , Town
Subdivisicln plat: Pine Lake Lot # 2 _
C'et-tifed Survey Map H Volunre Page H
Warranty Deed ft _ (before 2007)VOIUmc Page
Spec house ❑yesllto Lot lines idcaafablc Elyes❑no
SYSTEM MAINTENANCE AND OWNER CERTIFICATION
Improper use.t:d wiinteiance of your septic system could result in its prcmamre failure :o handle wastes. Proper
n:ainler.acec co'ISii nS of Pumping out the septic lark r•.rry three yeas ut souner, it needed. by a licensed Iron'.per. What you put into
tie sysica: can atlec: 're fun:aiou o Ore septic tank as a trcantent stage in the wasle disposal syxten. Owner maintenance
:c.,ponsibilitics arc speciQed in §SRS. 393.52(1) and in Chapter '.2 - St. Croix County Sanitary Ordinance.
The properly owner agrees a1 suhnit to St. Croix Ccunty planting & %ninP, De iartlneni a certification f.+rtn, signed by the
owner and by a toaster plumber. jourucy'man plumber, rcatrietcd plumber or a licensed pumper vefilyinn flat (1) the on-site
wastewater disposal' system is in proper operating condition andAc (2) after iospce-;.on and pumping (if necessary). the septic lank is
less than 13 =ill of Sludge.
l;wc, the undersigned I!:IYC TCUd the abmc requlrenuars and agre, to inaintair. the p:lV.ae sewage disposal system WI(II 0I c
;taedards set forth, herein, as 5c• by the Departnent of Safety And 1'rofess;onal Services and Ihe. Department of Natural Resources,
Slts:c of Wiscormn. Certification stating that your septic system has been ntainlained mint be completed aid returned to the St. Croix
Count' Planning & Zoning llcpzrtmcm within 3G days of the Iluce year expiration foie.
live certify dint all statements I this form arc true to :he best of my'iour knowledge. L'we inn'are live owner(s) of the
property described above, by virtue of-arranty (Iced nx:orded in Register of Deeds Office.
J
Numbp7 edr 71's~
Sl(-iNAIURF OF APPLICANT(S) DATE.
"•Ary infonrauon that is misrepresented may result in lhn sanil.ny permit being revoked by the Planning Zoning Deparmnem. el' «
include with this application a recorded warranty (teed front (lie Register of Deeds office and a copy of the certified arvcy map if
rcrcrcncc is trade in the warrxnly neut.
(REV. 04112)
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ST. C ROIX Community Development
1 101 Carmichael Road Hudson WI 54016
CO-WPNTY Telephone: 715 386 425 lax. 715-381-4400
www.sccwi.gov
11;%0,110' 8
laced Anderson
f) 3? 1 lwy 6.3
3a cwin, WI 54002
f - (.an:ahunal A::pruvd1.: I and Use t'erm'. I I't-1 LUP-2018-070
rojer_t Address 1179 201"' Stfect
Project Location tot 4 Pine take M ii;droesrwi, Sec, 129N fi-7W -owr of •larnmrmd
_aau )d!od Ardcrv;v,
<;!n!nunily I)evelopnterlt strrfl have rev vvwd Il•t ippl: anon constrict a principle ;tit,( Il.le
~,I^qle fa-6y dwe!lin4j and a in thin Shorela-d Overlay DI Strict I he Ieeluesl has Ittrn ; ondit orally
approved based on l••r appi cat oil subrnwion a•td tha Iollownt: rind ng ; P raa;c' m ,c I•m er; loses:
to plan to wf.;-w.<(' the genel,a ero%cot I onl•cl w f::;I-;d nq olea
AI, setbac<s an:: heigi t Itquire•nanb have brro met.
• ! lovon ano 'AXIWICnI Control plars have ;ern wbc•Ctr e D1Jt mec: Wh sconsn t)~p.aat•-u•rt of
Aaawa' Rt^.ouic P% Tec mical Standards lies; Marldgerrent Prat lic(:% and S:a!rrv:ate• Managen-ent
.,J I re nrorpo'ate.
-1•r, IlnnP.IV is Mu•lm e ,151 (olc elation •ww; cerfo,•neo clod -oc,Aled i-i 1?therefore mit gat ;)n r.
rot regai•e(I
• A. State tiariilar'y Per'r'nt s•.+I cc Ir•;:ur:•c1 pn(:r 'i) Iwall,itio, of ,he I''vote ilr-dID V:,c>IC•a':.ilt,.
dunent Sys:en
?85ed on ;here findings, approva- of t•)e Land Jsc Permit s.lbjec t to :he f(l1mv nq conditions:
1. A vcnlc.ular trax-king pdd utstdlloo poi Wis.:)NR Slandald'IOSi Is rcouncc:.
Trip Shoreland st,xtare se;bac<-^o- the Ord-nary; ligl• Water Mark S fccl; sheil be' agged,
A pre-construction insPe: )ion n Ir'c.ured to c;icnrss the c onstruc tier lmteiine and ven!y eros-on dnd
sediment contro p•actice, have been ins:allad per cia prior ;a ary land di'aurbaau r'%<<r t ,o.)
acivity onsao.
4. Permanent vegetal on sha I bc• c;tabli<•he:: once `nal r,rade i<; W,N her, of n .ocr JS dppl cable per
;ran. All temporary erosion cont•o meas,ues shall be Ie`t n p a<e and n•airtdrned .111I II Pw site has
'eacl•ed a qoi^t of at least "I'% lxxrma^ent vegctatio•-.
Sarah Bonell
Sarah.Borrell(a-i)sccwi.gov
(715) 38b 4680
A post construction M[WO(n is regt.i ed to (7loaP rul I"v Ix^mlt - is t•)P ,ippbfesponsib I ty
Ic scheeule MI; appointment, please r rota: I Inc at i'•'S; 386 46.wW Ic schecule
6 It n II•r at:olir an 's f(v'Fi siollity to secure any other equired kcal, stale or fell l nermCl;; and
approvals; p•ior to land di;turnance activity.
7. I ailun• to r on ply with the terms o, condition, above may resu t m IhP (,vocation o` this Ixer ntit by
the 7on my Accr:nivcrto• aceordmg to Cha:'ter'! ib
I
1•ris approval sm,,jecl to the m!idiiil rstec above; t does not allow for any additional
rnstructior, s:ructures• or but owgs lwyovd the I mi-s o` this requrst Your infonnauori wit: remain
oh fi e at the St Croy (.ounly ( casnrtunity Dovelopmew Depa•I rient suite. II s your responsm lily
to enunr ronrphaiice wish any, other local, state, or h•deral perr,lhrig of requlations• includi•ig
c o^lacting the -ow, o` I latuiy-, xtd ~o ir•gurC it additiora pennrss ons are requ ren.
This pe!•lul s va Id 4o- ore year, wit-ii I•w po%iiblli;y Lit Lit) to two ;21 b x !'tGrth Pxtenml it the
apphl arhmils lhr anpropriate pe•n• it exler•sion Ica arcl docaunenlat,on to the /on:n-j
Ac:mnistrator A ropy of It,(, .and Use Per-nit olararo v)o•dd br 51.12mittrci to the loca'' fiulrlin:;
hrslx•ctoi for I-P tow•t up:,n anpl; al on for the ;:uild nq per,-tit 'he orar.ye plecerd roust uc posted
on I•tr jnh-site and v Bible fre:m :ll x ..'V,
('lease le:. fiec to (C-tact me',vith airy t:rteslio•n cr concer...s: I am lypx al y tvai ahlP Monday I Way
lion) 8:CC a.rtt e7:3 p. n
rah Howell
I and N(2 & (-:P)SvlVd-1011 S:,caa ist
it File
cc: Tow•r o` I larnnurul:
fd,tilornq Irtspnr tor; I' Ic r. > it
Sarah Sorrell
Sarah.Borrel I (t1)s((wi.gov
M S) 386-4680
) , I h@ C/sT~ot~_ ago
Department of SOIL EVALUATION REPORT j T~~L y #1958
S P Safely and r1 \'j 1 lrl accordance with Comm 85, Wis. Adm Code / Page 1 of
_ - Professional Se4 2 Schmitt Soil Testing. Inc.
Attach complete site plan on paper not less thaiit/ X 11 jnc County
sin size Plan must St. Croix
t(BM1. direction and -
percent but not limned to Jen6t11and hotizdrA . n .
slope, scale or dime, nsio , arrow, and location and distance to nearest road Parcel ID 018- 092- 2-000
Please print all information.
Rev By Date
Personal information you proyde may be used for secondary W iposes rRovaey Law, s 15 04 (f) nu).
Property Owner Property Location
Anderson, Jared W. Govt Lot NE1/4 E1 4, S1, T29N, R17W
Property Owner's Mailing Address Lot # Block # Svbd. Nar or CSM#
932 US Hv y 63 2 Pine Lak Subdivision
City State Zip Code Phone Number City Village Town Nearest Road
Baldwin WI 54002 i Hammond 207Th St.
New Construction Use. Residential.' Number of bedrooms 5 Code derived design flow rate 750 GPO
Replacement Public or commercial - Describe:
Parent material Glacial till (Freeon Series) _ Flood plain elevation. if applicable -NA Zone X it
General comments Area is suitable for a mound system System elevation s 121.10' based off the contour line established at 99.92' Slope of area is
and recommendations. 5% Depth to limiting factor is 22'.
Zawc
Boring _
1 Boring # -
Pit Ground surface elev. 100.10 ff. Depth to limiting factor 27 in FSorl Application Rate
I iorizon Depth Dominant Color Redox Description Texture Structure Consistencel Boundary Roots GPD/N' _
in. Munsell Ou. Sz. Cont. Color Gr. Sz. Sh. •Ert#t - •Efma
1 0-11 10yr3/3 none sit 2fgr mvfr as 2vf 0.6 0.8
7 11-18 i 10yr4/4 none sit 2msbk mfr gw lvf 0.6 0.8
--4 i
3 18-22 7.5yr4/4 none sl 2msbk mfr gw 0.6 I 1.0
- -
22- 5yr4/4 i m2d 7.5yr6/6
1.5yr6/2 scl lmsbk mfr - 0.2 0.3
4
1
!
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i
IT] Boring # Boning
- Pd Ground surface elev. 100.10 it Depth to limiting factor 24 in. Sod Application Rate
Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots GPD/tt'
in. Munsell Ou. Sz. Cent Color Gr. Sz. Sh •Eff#1 •Eff#z
1 0-9 10yr3/3 none sil 2fgr mvfr as 2vf 0.6 0.8
2 9-14 10yr4/4 I none sil 2msbk I mfr gw lvf 0.6 0.8
3 14-20 7.5yr4/4 none sl 2msbk mfr qw 0.6 1.0
4 20-24 7,5yr4/4 none sl lmsbk mfr gw 0.4 0.7
m2d 7 5yr6/6
5 i 24-29 Syr4/4 7.Syr6r2 sd lmsbk mfr 0.2 0.3
Effluent #1 = BOD,p 30 < 220 mg+L and TSS >30 < 150 mgrl ' Effluent #2 = BODS S30 mg1L and TSS <30 mg,2
CST Name (Please Print) Signature. CST Number
Address Schmitt Soil Testing. Inc. Date Evaluation Conducted Telephone Number
1595 72nd SL New Richmond. WI 54017 11/5/2018 715-760-1978
I
Property Owner Anderson, Jared W. ParcellD# 018-1092-02-000 Page 2 of I/ '
3~ Boring # Boring
Pit Ground surface elev. 99.20 ft. Depth to limiting factor 24 in.
- - Soil Application Rate]
Horizon Depth Dominant Color RMox Description Texture Structure Consistence ' Boundary Roots GPDlH'
in. Munsell Qu. Sz. Cont. Color Gr- Sz. Sh. 'Err I -Fffa2
1 0-9 10yr3/3 none sil 2fgr mvfr as 2vf 0.6 0.8
2 9-16 10yr4/4 none sil 2msbk mfr gw ivf 0.6 0.8
3 16-24 10yr4/4 none sl 2msbk mfr gw - 0.6 1.0
4 24-38 7.5yr4/4 m2d 7.5yr6/6
7.5yr6/2 - sl Om mfr I 0.2 0.6
F4 Boring
Boring # Pit Ground surface elev. 100.00 ft. Depth to limiting factor 28 in.
- - Soil Application Rate
Horizon Depth Dominant Color Redox Description Texture Structure Consistence s Boundary Roots G_PO_ M'
in. Munsell Qu. Sz. Cont Color Gr- Sz. Sh _
. 'EW -EtW2
1 0-10 10yr3/3 none sit 2fgr mvfr as 2vf 0.6 0.8
2 i 10-14 10yr4/4 none Stl 2msbk mfr gw i lvf 0.6 I 0.8
3 14-28 10yr4/4 none - sl 2msbk mfr gw lvf 0.6 1.0
m2p 7.5yr6/6
4 28 48 7.5yr4/4 10yr6/2 scl lmsbk mfr 0.2 0.3
i
Boring
Boring # Pit Ground surface elev. ft, Depth to limiting factor in. -
Soil Application Rate'
Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots _ GP_D/ft' _
in. Munsell Qu. Sz. Cont. Color Gr. Sz. Sh. 'EII#t •Effa2
- -
j
i
Effluent #1 = BOL`, 30 220 mgT and TSS >30 x-150 mg'L ' Effluent #2 = BOD 30 mgI and TSS < 30 mg.1-
The Department of Commerce is an equal opportunity service pros ider and employer. II'you need assistance to access services or
need material in an allerwav littmat, please enmtici the department at 61)X-266-31 i I ur TI 1' 60X-264-8777.
gU. S.:r. i V e!:n b
Page 3 of 4
Conducted M': Conducted For:
Schmitt & Sons Excavating, Inc., Name. Jared W. Anderson
Thomas J. Schmitt, CST 227429 Address: 932 USflwy 63
586 Valley View Trail City, State, Zip: Baldwin, W'1 54002
Somerset,Wl 54025
Phone: 715- 6,p-1978 A_ PID: 018-1092-02-000
Signan■c_~t~~~-^^/ Lot No : 2 Nine Lake Sub Lots
ome %~-1 ?1/ f Legal Description: N'Eli4 NEI/4 Sl T29N R17W
■ Backhoe Pit Township. County: Hammond, St. Croix Counq.
A. Bench Mark 1 El. 100.00' Top of 1 1/2" PVC Pipe
A Bench Mark 2 El. 100.36' top of 1 1/2' steel conduit
Slope= 5%
Scale V= y'C' Contour Line El. 99.92 Contour Line Length 95'
NOTE: For full view of Lot see Aerial Photo (Page 4 of 4)
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