HomeMy WebLinkAbout022-1009-60-925
'4",cu`=" PRIVATE SEWAGE SYSTEM 2:Uwy St. Croix
:ulctp and 3..i dinG 7ivi,:on
INSPECTION REPORT sa,wyrter,r:•tc
AT EACH 10 PERN11T1 615436
GENERAL INFORMATION r:e Frtan lu no
Pe>e-al nrwrneoon?ou prowde may C> sa:: 'cr seconda'y pu•n:a=T. II'rv.ary I a'u 5 re Yt :I rv;,nT
Fermi''IC: ce:'r.•.:mre r;rty V ape Tow'n;;hip P.., Or,tNe
Matthew Steiner TOWN OF KINNICKINNIC 022-1009-60-925
f' U'vt Lev nsp EL1 LIev I B`A UesCnp:m^ ac:rom town+Ra^pcA.l:q Nt,
04.28.18.57A-100
TANK INFORMATION ELEVATION DATA
TYPE t,1ANU-ACTURER CAPACITY SiAI ON BS HI FS ELEV.
septic Ber;.rmark
COSi~g AI' B`.1
Aeration Bldg Sewer
Holding SVHt In:el
SNHt Cutlet
TANK SETBACK INFORMATION
TAiAKTO PI 'dai___ BLDG Vcl to Air 1,11, R--A(' 1)1 TT 1:1
Sept C lit Holloul
Dosing Headel:1.1an
Aeration Dist. Rioe
He ding pot. System
rina Grade
PUMP/SIPHON INFORMATION
Marula::hlnr Cen•1nd $I Cover
G°LA
Vocel \urlbcl
11111 L1: FflChon Loss -7-ler, Head
Fcrcema n l cngln L) a. C"i :'v,ll
SOIL ABSORPTION SYSTEM
BED:TRENCE t'. I'- _cn9'h 'Jr- 71 Tr, PIT DIMENSIONS It, n' I. Ins Dia .w0 Cep[^
DIMENSIONS
SETBACK SYITQal TO ;'il BLDG 'drrI I. LAKC:S-RE t'.PA L. FACIIING Llanularlurer
INFORMATION 7CNAI.IBCR OR
''I1e'^• UNIT Idotlel Pi,,. r
DISTRIBUTION SYSTEM
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SOIL COVER x Pressuro Systems Only xx Mound Or At-Grade Systems Only
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IIed11 •ench Center Bed+T•anch Fdpcr ~iayssil
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Location: %*ALLLv C I
' i Al: 3rd Descnpllon =
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amount of cover =
FlAn na:islon Required? Yes No
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DIVISION OF INDUSTRY SERVICES
- 2331 SAN LUIS PL
GREEN BAY WI 543045211
S Contact Through Relay
P S hnp:tidsps.wi.govtpmgmnislindustry-services
'r www.wisconsin.gov
Tony Evers - Governor
Dawn Crlm - Secretary
August 13, 2019
CONDITIONAL APPROVAL
PLAN APPROVAL EXPIRES: 2021-08-13
Plan Review: PWTS-081901435-C r;F SAFLTY AND
MARY JO 11UPPERT
28497 King Arthurs Ct
Danbury W1 54930
/r
SITE: MATTHEW C. STEINER
~;.I \ \111 (nl r.l
Town of KINNICKINNIC
Saint Croix County
Total Amount: 5250.00
FOR:
Gcomat Mound Component Manual - Edition 1
Pressure Distribution Component Manual Ver. 2.0,
SBD-10706-P (N.01 x'01, R I Oi 12)
Description: 750 GPD (5 Bedrooms - A`ew Construction)
Maintenance Required
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 'fhe owner, as defined in chapter 101,0100), 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,
stats.
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.
• With new construction; it is recommended not to activate the pump in the dose tank until the tanks are
pumped prior to homeowner occupancy.
• Wastewater generated from contractors cleaning of equipment and tools and or tell over construction
products shall not be discharged into the drains discharging to the private onsite wastewater treatment system
(POW I'S). Waste generated shall be properly disposed of on-site or off 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. All loose organic material to be removed front mound area.
• Divert surface water from POWTS 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 10 prepare. If it crumbles, site preparation can proceed. If the site is too wet to prepare, do not
proceed until it dries.
• All piping shall conform to SPS Table 384.30-3 and SPS Table 384.30-5
• Insulate building sewer beyond 30 feet per SPS 382.30 (11)(c)
• Well setbacks to meet chs. NR 811 & 812
• Tank Installation to follow all manufacture's recommendations.
• SPS 383.54(1)(e) The management plan for a POW"f S shall specifically address the servicing mechanics of an
aerobic or anaerobic treatment tank or a holding tank where either of the following conditions exist:
1. The bottom of the tank is located more than 15 feet below the elevation where the servicing pad is located.
2. The bottom of the tank is located more than 150 feet horizontally from where the servicing pad is located.
• Verify property line(s) prior to installation.
• Pump Floats to be set and verified per approved plan. Any changes may result in pump resizing to meet
TDH and GPM Specifications.
%I r.i. that :ur CL ctpried i h I ~i I I I r.r:I t',. II CL r. and oaulJcr~ rrdu1r Ilir u:n u v ,r ,r11
.
trc.mLlI I I. rI ~ 1L:1 .:I is l•11 [1 CL' 11) 111rhaSal ar~❑ of !hl in„un: nm:t b, gut „t
, uvd L .J ~ L1.i '..I I, r~ir..i' cd!Lnn. )TL ~ -~ir1n,:e. red. IL
it .icnl .i lilt i..l.,, 1
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 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 he obtained prior to commencement of
consuuctiorv'installation~ 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 stale 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 POINTS.
Sincerely,
Tim Vander Leest
Private Sewage Plan Reviewer , Division of Industry Services
(920)492-2214 , Mon- Fri, 6:00 a.m. - 3:30 p.m.
lim. c.mdcrlrc.•ir.cico.
• Prior to construction of the dispersal area. check the moisture content of the soil to a depth of 8 inehcs.
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. I! it rolls into a 1~4- inch wire.
the site is too wet to prepare If it cntmbics. site preparation can proceed. If the site is too wet to prepare. do not
prm.ced until it dnes.
• All piping shall conform to SPS Table 384.30-3 and SPS 1 able 36430-5
• Insulate building sewer beyond 30 feet per SPS 38230 (1 1)[c)
• Well setbacks to meet chs. NR 61 1 & 812
• 'l'ank Installation to follow all manufacture's recotamendations,
• SPS 383 t4(1)(e) The management plan for a PO%k7S shall specifically address the servicing mechanics of an
aerobic or anaerobic treatment tank or a holding tank where either of the following conditions exist
1. The bottom of the tank is incited more than 15 feet below the elevation where the servicing pad is located.
2. The bottom of the tank is located more than 150 feet horizontally from where the servicing pad is located.
• Verify property line(s) prior to installation
• Pump Floats to be set and verified per approved plan. Any changes may result in pump resizing to meet
TDH and GPM Specifications.
• Area% that arc occupied -t cr.;_.' 1%-. r.p :.rrJ C I:icr> rr.- L. c If,[ air ,ri bi i-
:w Inoue' II aI-n:':'. 'I I, Lc :.a ..L,N 1 . t`I ...d :,I
.'.1 L":'. INN I,* 4r'2' III. .0',". lh::d'. .1n.llii':, !q-l I;.T :UC
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 r=ivc a copy of the appropriate operation and
maintenance manual and Or owtter'S manual for the POWTS described in this approval SPS 38354(1).
• In the event this soil absorption system or any of its component pare rtalt'unctions w as it, create a health
hazard, the property owner must follow the contingency plan as described to 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
constntction, installationoperation.
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 slats 101.12(2). nothing in this review
shall relieve the designer of the responsibility for designing a safe building, structure. or component.
Inquiries concerning ([its correspondence may be made to me at the telephone number listed below, or at the address
on this lcncrhead.
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.
Sincerclly.
Tun Vander Lecst
Private Sewage Plan Reviewer , Division of Industry Services
(920)442-2214. Mon- Fri, 6:00 a.m. - 3:30 p.m
GeoMat SPLIT BED MOUND AND PRESSURE DISTRIBUTION COMPONENT DESIGN
INDEX AND TITLE PAGE
Owner Info
Project Name. MATTHEW C. STEINER
Owners Name: (SAME) _
Owner's Address: 861 FAIRCHILD DRIVE n 1 Gr a ice,
RIVER FALLS, WI 54022 _
Property Info
Property Address: 534 VALLEY COURT
Legal Description: NW NE S 4 T 28 N R 18 W
Township Kinnickinnic County SL_Croix_
Subdivision Name: NA
Lot Number: Block Number: NA CSM#: 2115265
Parcel I D. Number 022 - 1009 - 60 - 925
Plan Transaction No.:
Index Pages
Page 1 Index and title Page 9 Pump curve and specifications
Page 2 Data entry Page 10 Tank cross sections
Page 3 GeoMat mound drawings Page 11 Site Dia Mal
Page 4 Lateral Page 12 Soil test
Page 5 Dose tank Page 13 Soil test
Page 6 Distribution media Page 14 Soil test
Page 7 System maintenance specifications Page 15 Aerial
Page 8 Management and contingency plan
MARY JO HUPPERT License•Niiltitier: 1859-007
Date: 07113119 - Phone Number: - &/,715-426.1775
Signature:
Designer Stamp: g(a( W
pf yscgns y Adpfdv Stamp;
s
Designed PUra,ant to the. - - ~ Y
Synergy Systems L.L.C.. GeoMat Mound Component Manual (Edition 1, 2017), (N 4117),
SSWAAP 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. 01101. R. 10!12)
GeoMat Mound Edition 1, 2017 Page 1 of 15
Mound and Pressure Distribution Component Design
Site Information
R, Residential or Commercial Design I N l ISD Required?
500.00 Estimated Wastewater Flow (gpd)
1.50 Peaking Factor (e. g. 1.5 = 150%)
750.00 Design Flow(gpd)
4.00 Site Slope
105.75 Installation Contour Line Elevation (fl)
24.00 Depth to Limiting Factor (in)
0.60In-situ Soil Application Rate (gpd/ t)
100.00 Contour Length Available (h)
Distribution Cell Information
3.25 Cell Width (0) I 058 Designer Input Cell Length (0)
_ 2_.00 Dispersal Cell Design Loading Rate (gpd/ft?) 57 69 Dispersal Cell Length Required (O)
2 Influent Wastewater Quality (1 or 2)2 Number of Cells
Pressure Distribution Information
E Center or End Manifold Are the laterals the highest point
2 Number of Laterals in the distribution
10.78 t aleral Spaang (S) (8) network?
10,78 Lateral Sparing Between Cells (V)
19.08 Forcemain Drainback (gal) If N above, enter the elevation (It
0.50 Forcemafm Filter Loss (fl) of the highest point.
1.60 Forcermain Diameter (in)
208.00 Forcemain Length (fl) Does the forcemain drain back'
Y
89.00 Inside Pump Tank Elevation (0)
OJ SS Orifice Diameter (In) (e.g. 0.25)
2.00 Orifice Sparing (fl) = 6.50 0°fonfice
4.55 System Head (it) x 1.3
17.16 Venial Lift (fl)
11 61 Friction Loss (h)
39 82 Total Dynamir. Head (fl)
51 38 5x Void Volume (gal)
70 47 Minimum Dose Volume (gal)
31.23 System Demand (gpm)
Diameter Selection
Lateral Diameter Selection Manifold Diameter Selection
in. dia. options choice in. dia. options choice
075 1 25
1.00 1.50 x x
1.25 2,00
1.50 x x 3.00
2.00 x
3.00 x
Manufacturer Information
Treatment Tank Information Effimat Filter Information
i_ 581500 i Septic Tank Capacity_(gal PdL InclLabel _ Filter Manufacturer
Wieser Concrete Products, inc. ___~Manufacturer 1_22
J Filter Model Number
Dose Tank Information Gallons/Inch Calculator
950.00 Dose Tank Capacity (gal) _ Total Tank Capacity (gal)
25 00 Dose Tank Volume (galfm) Total Working Liquid Depth (in)
Wieser Concrete Products, Inc. Manufacturer gavn (enter result in cell DDsaTankVolume)
Project: MATTHEW C. STEINER Page 2 of 15
Mound and Pressure Distribution Component Design
Site Information
R Residential or Commercial Design N !SD Required"?
5D0.00 Estimated Wastewater Flow (g]xl)
1.50 Peaking Factor (e.q. 1 ,.5 = 15M6)
750 DD Desipr Flow (gpi)
4.00 Site Slope
105.75 Installation Conwu- Line Elevation (fl)
24.00 Depth to Limiting Factor im)
0.60 In sih: Soil Apali:abon Rate (gpNn`)
I... 100.00 Contnr.r L xngnt Availahle (it)
Distribution Cell Information
3.25 . II 0hd9, (fl) 58 00 Dcsi ne- maul Cell LangOi (f, i
_ 2 00. _ ):persal Cell i),smn oatlmc Kale (q / 69] Dispersal Cell Length Rcquirv_•u nt
2 Influun: W'aslowaw! Oualia, (1 n- 21 f 71 Ni_moer of Cells
Pressure Distribution Information
E Center o: End Maeifold Are the taterals the highest pain;
? Number of Laterals in the distriDUlior. Y
1^ i ft aleral Scaring (vl (n; neiwnrk^
1 - 1!' Pi:i . atn-pI Snarinn Rnn.upr Ccpc W.
I _1?.03! Fo,cemxr D.amback (gal; I! N a7,ve. ente,1ne elevation (M
0.50 'Dr=main Fitter Loss (fti of trip. highest poin:
1.50 -nr«marn Dranlelef (in)
..208.00 -a:.e..oein Longtn (Ill Does the forcemn.r. n_aio Y _
_ -_84.00 rsidL Pump Tard: Elevation (ft)
0.156 onfim- DiarneiP." tin) IEc. c-LJ)
2.00 Orifice Spacing fft? - cbfi ft'.bd5ce
_4 55 System -ieac (1r; x i.3
17 1L- Veru~! Lit, (ft)
' h7', Friction Loss (ft,
F.
.if,.u Toal Dynamic Head (ftt
b1-38 5y Void Volume (gal)
x0E Minimum Dose Volume (gat)
AI System Demand (gnm:
Diameter Selection
! Lateral DIartMWf Selection Manifold Diameter Setectron
In. Ufa. Options cnoim In. dte. options cheitxx
7 25 -_I
1.50 x x
:.25 2.x.
x _ x 10'0 _
2 W i x
Manufacturer Information
Traatmen_t Tank Information Effluent Filter Information
158o j,", Sr i.;. Tani: ca;a,.in• al) Pol)lok l1C,7aba4 Fiter Manulacturer
wie ::oncrate pmauct.. !nn ^ klanufacturer -122 Filter bfode! Number
Dose Tank Information G_ allonsfineh Calculator
050 Do Dose Tank Cacaclty (gall Tota. Tani. Capacity (gal]
2i oiii Rnrp. 7anL: Volume !gatlir, Total Working Lcu,d Depth frta
Wieser :;mrcrete F•rocuats. In:. _,_fdaiufa^..tur2r `J ga:4r. ;erne- result in cell DoselrankVuiumei
P-crect MA'I IIEV, sTLINER Fag%2 of 1..
Mound Plan View
1 I
y.
O
1 - t z cr DCT i
n C~
Mound Component Dimensions
H
5000 n G 14.50 in I I ft S AO
D ft W 27.75 ft
M 7.53 ft
1250.00 Basal Area Required 1344.25 (ft`) Basal Area Available 22
5.80 (ft) 1110 B Obs. Pipe Placement 625.00 Basal Area Available Upslope 4f M X O
_ 188.50 (ft) Dispersal Cell Area Per Cell 719.25 Basal Area Available Downslope A+. t,7
6.47 (gpdrft) Linear Loading Rate
Mound Cross Section View
GeoMat Dispersal Area
12" ASTM C 33 sand as Observation Pipe
required for Geo Mat GeoMat Distribution Cell
-
component nt GeoMat r 12" ASTM C-33 sand)
I
107.96 Finish Grade _ H _ Cover Material
106.83 Lateral Invert Elevatior _ F
105.75 Dispersal Cell E D r_ Slope 4.0
Elevation
Contour Elevation 105 75
R Tilled Ai c,
t` _ Forcemaic
In site sod
Shading Key
I Topsoil Cap
Q Subsoil Cap
I Q ASTM C 33 sand F,
4 Q ASTM C 33 sa,' t, l
5 l~ Tilled Layer
b Q Goo Mai
See cotads on page 4 for nurvbc•i. size, anc spacing m la[erals.
Project: MATTHEW C STEINER Page' of 15
End Connection Lateral Layout Diagram
_ Z
- 1st orifice located at Z
J
All orifices point down
•=Turn-up w/ball valve or cleanout M
Laterals & force main II ofXXPV,,C Sch 40 per SPS Table V
~rI
__r- - P - 1
Number of Laterals 2 Orifice Diameter 0.156 in
Lateral Diameter 1.50 in Orifice Spacing (X) 2.00 ft
Lateral Length (P) 57.00 ft Orifices per Lateral 29
Lateral End (Z) 1.00 ft Orifice Density 650 ftz/orifice
lateral Spacing (S) 10.78 ft Manifold Length 10.78 it
Lateral Spacing Between Cells (V) 10.78 It Manifold Diameter 1.50 in
Lateral Flow Rate 15.62 gpm Forcemain Velocity 5.67 ft/sec
System Flow Rate 31.23 gpm
Total Dynamic Head 39.82
Project: MATT14CW C STEINER Page 4 of 15
End Connection Lateral Layout Diagram
1st orifice located at Z ^ Zm
~i
All orifices point down +
Turn-up w/ball valve or cleanout ryl
Laterals & force main of PVC Sch 40 Per SPS Table V
1
P -
Numhnr of giorah 21 Orifice Diameter ` 0.155 irr
Lateral Diameter 1.5U w Orifice Spacing: (X; 2.00 fI
L atera' Length {0) ' 0H Orifices per Latera -_---29
Lateral Fnd (Z). 00 It Orificfa Density 6 io ft4ori4ice
Lateral Spacing (S) 10J8 fl Manifolc Length iC ?S ft
Lateral Spacing Between Cells Mi 10.78 fi Manifold Diameter L -50 irr.
5 67 ft-scr.
Lateral Flow Raie 5.62^.pm Forcemair. Veln.^. ry
. gprn
System Flow Raie' 3' 23
Total Dynamic Head _39_82,
Project: MATTHEW C. STEINER Page 4 of 15
Dose Tank Information
f .chic Cal er aili: aarnjpp L: h: I,
L ia,- de, Ice and o ular Iv--W via l
• :r
I l"t, icul I.- ;'Vemcd lb..r
x. per \L( loo
and SM A 16.23
- i Dixomlr~lt
1"Oren leut P 1'c i' Otnional full vthu
I i 1 t a.ryYa of
l1'imr.Pont [Icclri¢xwn" ~ n7 vu bvinE.4w.1
(1M 1 ,x11.1 Forcamam diameter
.t° I~d~1 rst 1 dm1 i
4 1.5 in.
}loss step 1 ~ ~ 1' A~1 V lUl1i I'i{v lo`
and wat.Ir _ a.w' I'J1Rmiin n,ilo
I ..Jid vnwnJ
tighl gaakrl ILmar
a .ym.n .k, n. 1
4
111ig1t Hater ❑lunu~•:
1 Pump On I Imit 0 s:
- Pump off elevation (ft)
I'ump Off Ilo: to rump 89.67
III I-
1. _
❑•„A lwSe 61Ak CICVation (R)
•r 41:rr. 89.00
gg:.•:o:ar...... , it
Bcdllin_Imdcr l8nl~ .
?rar?iFl~)ir?:.~~
Dimension Inches gallons Wieser Concrete Products, Inc
A 25.18 629.53 Ca aci 950.00
B 2.00 50.00 Volume 25.00 gaVinch
_ C 2.82 70A7
D 8.00 200.00
Total 38.00 950.00
Filter Manufacturer Sim /Tech Filter
Filter Model Number STF 100 1/16
Alarm Manufacturer SJE Rhombus _
Alarm Model Number AB
Pump Manufacturer ZOELLER
Pump Model Number _ _ 161
Pump Must Deliver F- 31.23 g p m at ' 39.821P TDH
Project. MATTIJFVV C. STE NER Page 5 ul 15
GeoMat Distribution Cell Media Layout
3.25 Csa Width (n) 1 e:i SidewaN to Li txal (n)
Distribution Cell Crorssection Arrangements
Component Legend
0 Disi ibution Pipe With Pressure Lateral t.-J Orifice Shield
TumuD Entleaue - - - - - Pressrae Ia4Ya1
GeoMat is covered with approved gootexdfe fabric as per the their product approval.
Distribution Cali Plan View Layout - Typical
3.25 Carl WIdTh - A (n) 56.W Cell Length - B (n)
i~--
- - - - - - - - - - - - - - - - -
Typical Dispersal Cell
Distribution lateral
-Orifice Shwld
Pipe Uie. 1 - - Approved Infiltrative fabric
6eoMat
Component
Infiltrative Surface/Plow Layer
Observation Pipes Shading Key
f w,r,. r~.nl \
Topcnil Cap
! 0 Subsoil Cap
ASTM C 33 sand (F)
c J Q ASTM C 33 sand (D)
t' Mln
06,o Tilled layer
~
--l.ilS n Geo Mat
Project: MATTHEW C STEINER Page 6 of 15
GeoMat Distribution Cell Media Layout
2; CCox width (ft) t.G3 SidevraN to Lateral (ft)
Distribution Cell Cioss-sec ion Arrangements
Component Legend
DISIrIDiRt]!1 f+q~e WMi vre~un: Lareru L+-t orifice Sn
i uawp EorJasure - - - - - Nr~e: ial"a
C e M, s r: cw^-jW will, apprmW gcote)"e labrr_ as per the their pra7uat appmva.
Distribution Cell Plan View Layout - Typical
I.ee1 Width - a(n) StsW :Cell Length - Is fff)
-
Typical Dispersal Coll
L}CtdLUCi3" WA4d
i_ - - - Jrifice fihirl.^.
Approvm Inhhra:rvr f apnr
~uruuorn+o':
InfiltralivF GUrtacr Vn.v~ayr..
J_
uc~ 7
Observation Pipes Shading Key
~ Wnt+~ iirn~
0
1';,I Trn,nrc ^'r~:••'--ti ' Topsoil Cap
+ 0 Subsoil Cap
rtes•~' i ASTM C 33 sane (F;
I' Aln, J ASTM C 33 sand ;D
2~ ✓mnap as\ 9
5 ~ Iilird Layer
rA!C. 1 =t
Cleo Mat
P.iar e.c
Mound System Maintenance and Operation Specifications
Service Provider's Name DARRELL' SEPTIC SERVICE Phone 715-025-1025
POWTS Regulators Name St Croix Colmly SPIA -Zoning Office - Phone {715 386-4680
Design Flow - Peak 750 gpd Maximum Influent Particle Size 1/8 m
Eslimated Flow - Average Soo gpd Maximum BODS 30 mg/L
Septic Tank Capacity 1585 gal Maximum TSS 30 mg/L
Soil Absorption Component Size 188.5 fta Maximum FOG 10 mg/L
Type 0! Wastewater Domestic MaxirnuM Fecal Colifonn t0E4 cfu!100 mL
Service Frequency
Septic and Pump Tank Inspect and/or service once eve 3 years
Fffluent Filter Inspect and clean as necessary. at least once eve 3 years
Pump and Controls Test once eve 3 years
Alarm Should test periodically
Pressure System Lalcrals should be flushed and pressure tested ever 3 ears
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 secure.(! ni ds
shown in the Synergy Systems Geolvat Mound Component Manual Version 1, 2017.
2. Dispersal cell media conforms to GeoMat products approved for use with the Synergy Systems GecI Mound Component
Manual Version 1, 2017. Media Is covered with an approved geotextile fabric.
3. Aft gravity and pressure piping materials conform to the reyu+rements in SPS 384, Wis. Adm. Code.
a Tillage of tho hasal area is accomplished with a mold board or chisel plow-
s. The mound structure and other disturbed areas will be seeded and mulched to picvent soil erosion and nep reduce frosl
penetration.
Lateral Tum-up Detail
5-A" Diameter Finished Threaded Clconou!
lav: n Sprinkler ` Grade Plug or Ball Valve
No.
,,cal tndsal last Orifice where
_ Long Sweep 90 or 1 wo
R -~-_45 Oegree Bends Same
Diameter as Lateral
D ststributio l Lateral Lateral Cleanout ►l
2 5rcet
Project MATTHFW C STEINEP, Pagc 7 :,t 15
Mound System Management Plan
Pursuant to SPS 38354, ffi& Adra Code
Gareral
This system shelf be operated in accorderree with SPS 382-84 Wis. Adm. Code, and shall maintained m acmrdanca with its' component
manuals (Syrupy Systems L.LC-, Goomal Mound Crtmparert Manual version 1, 2017, Pressure Distribution Component Manuel VP.r. 2 0
SBD-1o7o6-P (N_ o1ro1) ana SSWUP Puhkration as (01/81 H and tonal or stela rules pa to sysimn wrtiutenanreand vagivYtlmance
reporting.
peptic and pump tank abandonment shall be in accordance with SPS 383.33. Wis. Adm. Code when the tanks are ro longer
used as POWTS components.
Soptic or pump lank manhole risers access man; and covers should be inspected for water tightness and soondnnen Access opera gs
used for service and assessnerd shell be sealed watertight upon the completion of service. My openrg deemed unsound, detective. or
sugect to faiYae must be replaced. Eliposed access op"W greater than 84neas in diameter shall be seated by an effective locking
-
dentke b prevntt accidertal or r nauthowed arty into a tank or component
IL Tsnk
The septic tarts shelf be martaeted by an tdividtal rarefied to service septic tatlks under s. 281.48. Sots. The Contents of the septic
tank shat be disposed of in accordance with NR 113. Wis. Adm. Code. The % WS" condition d the septic lack and outlet Rear shag be
a; &a, cart at bass once, every 3 years by awpeclimi
The outlet Boer shat be cleated as necessary to ensure proper operation. The filter cartridge should not be removed unless provisions
are made to retain solids in the lame that may slough off the filler wizen removed from its enclosure. If the filter is equipped with an alarm, the
filter shag be serviced if the alarm is activated continuously. Intermittent later alarms may indicate surge flows or an impending continuous
alarm.
The septic tank shag have its contents removed when the volume of sludge and scum in the tank exceeds 1/3 the liquid volume of the
lank If the contents ol the tank are not removed at coo time ol a aertual assessment, maintenance personnel shag advise the owner as, to
when the newt service melds to be padOmned to maintain lees than maximum SCUM and sledge accumulation in to tank.
The addition of biological o chemical additives in enhance septic tank performance is generally not required, However, if such products
are used they shag be apoprovod for septic tank use by that Wisconsin Department of Commerce.
Pump Tank
The dosing (pump) sank shag be inspected at blast once every, 3 years. Alt stitches. alarms, and puapsshall be Ass" to w4 proper
operation If an effluent fitter is installed vithin the tank it shall be inspected and serviced as necessary . 8 the force man has s weep hole, art
should be noted t it is lunctietal dxthg pump operation. and it not. it should be deared.
""'Ab ore rJeoeuld euwer attar a septic rr dose leak aorta dawgaroua Bates arty ba present Wet could r1eSQ death""
Mound and Pmwsura Distribution System
No teas or sMhax should be planted on the mound. Plarhgs may be made around the mound's parameter, and the marl shaft be
seeded and mulched as necessary to prevent erosion and to provide some protection from host penetration. Traffic (other tan for
v09e1ative makUeapa a) tie the mound is not reronvn ondad sinea soil oo paicn may hirKkr aoation at Bare infttaliwe uAsoe within the
mound ad snow compaction in the winter will promote frost penetration Cold v+eattar installations. (ocloher-Fab uary) dictate that the
mound be heavily mktdhed m protection from Ireezicq
influent quality into the mans system may not exrxted 220 men BODE, 150 mg/L TSS. and 30 mgr, FOG la septic tank elltuent or 30
mWL BOD;, 30 mWL T.SS. 10 mgr, FOG, and tom dhJ100 ml- or h4dy treated effluent, khguaH lbw may nod exceed mahdrmta desi.9n now
sf a fied in the permit for this instigation.
The pressure dadinbution system is provided with a flushing point at the odd of each raara1, and it is recommended tut each lateral be
gushed of accumulated solids at least once every 3 years. When a pressure test is poAormed it should be compared to the it" test when
.he system was kwlalled to determine if orifice dogging has orcumed and 9 orifice Waning M required to ahattam equal diseibution within
the dispersal cog-
Observation pipes within the dispersel call slag be checked for effluent pondng. Poding levels shag be repotted in, the owner, and arty
levels above 4 axles Considered at an impending hy&2U6L failure requiring adrYlioral. more h t morWatg
Continency Plan
If the septic tank many at its corpoents bacomn defective the tank or enmponent slag be .spared or replaced to keep the system in
proper operating condition.
If the dosing lank- pump, pump control& alarm or related wing hmntnas defective the defective component(s) shall be immediately
repaired or replaced with a component of the same or equal performance.
If the mamW component fats to accept vmstewator or begins to disdarga wastewater to the grand 5lataca, it will be repaired or
replaced in its' present location by increasing basal area it loe leekagc occurs or by nemovag biologicati clogged absorption and dispersal
rrmmkaa and mated piping. and repadMt said components as doomed necessary to bug the system ino proper operating co di ion
Sec Page 7 of this plan for the name and telephone number of your local POWTS regulator and service provider.
Project MATTHEW C. STEINER Pace 8 of 1S