HomeMy WebLinkAbout026-1019-20-100
vans errrl°•en•o'CC--er:-e PRIVATE SEWAGE SYSTEM St. Croix
Srrte:y and R.. ilc mg C uis~cINSPECTION REPORT San Aar; Permit N 606979
GENERAL INFORMATION (ATTACH TO PERMIT) State Pla- ID No
Perscral i-br-atu:• you p'emce may he sec tot sucen&u'j p-rposes IPra.icy Lav. s 15 04 :,1I°. PWTS-1 1 1 802333-C
Pe•mt: is Nan)e C ty V Rage Towrsrip Farce Tax No.
Todd Nehlich TOWN OF RICHMOND 026-1019-20-000
CST U`d Lle. I-asp Bfvl IT B'd Descrlpt,oI) sectorTmxnlRanga M-1 No
TANK INFORMATION ELEVATION DATA
TYPE MANUFACTURER CAPACITY STA 110N BS HI FS FLEV.
Benchmark -
Septic 57 16 If too, i
3 (Y
Dosing Alt. Brol
Aeration B.cg Sevier Z~ r-
.7 i
Hold.ng _ SUHt Inlet 7F
' FBI t/ ~ i` r 1..
StHt Ou!'el
TANK SETBACK INFORMATION
IANKTO P.l ACLL BLDG 've-Tuc Air lqa+,+ ROAD D: Inlet
Septic Dt Bottom
Dcsirg Headerir.4an.
1 C1 j
Aeration Dist. Pipe
P
Ho ern.. Bct. Sy's7err r
o t!
Final Grace
PUMP/SIPHON INFORMATION 500
Manafacurer De•rand St Cover _
GPM - /
Model Number lc,. n _ • G
TDH
1 42 - t tlJ.()U Fri a.on Loss System Heao T H F!
j
Forcemain Length 11~' Uta. It Ust Io Vae l_
lltT,~o -
SOIL ABSORPTION SYSTEM
BEDORENCH ':.J:h Lenglt ! INC Ot Tren s PIT DIMENSIONS J No O'Pts 01.1 -1. Ca. Liq_id DCUfr~
DIMENSIONS -1 1Y
SETBACK SYSTEM TO i BLDG :-JELL IAKE:SI REAla1 LEACHING `danufaclurer - INFORMATION , CHAMBER OR E i (4:,4f(
'ne of s yn UNIT Nucul Nu^ee•'. _
U it'"_ 7117' 7113'; F I
DISTRIBUTION SYSTEM
Heal 01111 j7 U but:.n 1 x he e Sitc x trolP. l cmy Vent tC Au Intake
Plpus I I ) I
engt ? l _ Ler~:h~_. DIB 1 nR uur -i9 C),
SOIL COVER x Pressure Systems Only xx Mound Or At-Grade Systems Only
one:
Depth Over Deptn O'ct '.x Depth ri zx Secdcd:SOdcec xe Mu
Rec,Trerai Center ; I r!<nrTrenct• Edges - Tc vsod _ Yes No Yes No
COMMENTS: ;Include cone discrepenaes. persors presenl, etc.( Inspecion di: Inspection #2
Location: 1086 'JCTH AVE A •,,y
1 j All BM Description = u CtACO
2.) Bldg sevte• length = 7"(cF i 9~1'.~ CI Q2 t^V'RLt iw /I
- amount of cover = 7 3 i
Plan iev.s.on Required" _J Yes ! _ No
Use ether side for addittcral infermaton. L C 1
Date :nsepct,r s Sipretu•e Cert. No.
SUC -r;'iJ R i97I
Safety and Buildings Division St. Croix
- Os ~^ryt 201 W. Washington Ave.. P.O. Box 7162 Naottm\ Noun Number tit, he tilled in hy' Co I
Madison, WI 53707-7162
Sar>Jtary Permit Application J4-" J_ U\j V~NJ Male l ran,acoon Nunlher
Ina"mdan« q'nh Sr ♦ x.31 7 e.. AI¢: t-n:3c nhnu\ne n of Ihl, Ibml lu the appr prime ;;ovennnenlal unit P W FS-1 1 1802333-C
_
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['rolcU .1Jdr< 0: JlOcrcnl lh;m m:ulin~ ,xlJn"l
Cn D.p Vlm n1 it Nali~v.arrt Pi I I ::d c;n i I ' r. a•I al nd-.nn:a:'n) wn Dro\ We m:n' he uscJ lur xa:udary' puq ma,:ord4l ;i i'h Inc I I t . I.:nl _.'4411
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1. Application Infor it Please Print All Information - - - 1086 1701h Ace.. Nety Richmond, WI
Ihopcllt V.. n: r, ^,:m ~ 1'urud
I odd Nchlich From 026-1019-20-000
I'ngtarl\ I i\vlcrs \fmhnr.:\d;trna Pn.pcrte [ncaP,la)
404 AVlcshurv CH. natl. I .n
• y Nt:ne I Phone \lInher SF. SE No'll"11_O _
74'62 Iorclc aocl
Roanoke. FX (711)977-0574 r )0 v R 18 i or \k
11. Type of Ruildinp (check all that apply) Lol
I m 2 1:¢nd\ I ,61:nc Nunlhcl It;d: r..uu. ) J \ d D S
P--,'1y1• `ul III Su6Jnhinn Name
k(I CSM _L/YVI
Block t.' Pro) nC
I'uhl lc4'ommcr, rd - Dcicnhc...c Off' - _
' Nal i (lh ~9_.
Gtn. (toned IxvnhelAr f cAt. Aumhtr A'dlvuuol'
®I Inot' Richmond_
rY/ ~
III Type ul' I'e nnn: 1('hrrk on_h' on line Com plot Inc R if applieahlP1 4D (k2. ~ I
\ \cv. N"IFnl ! ~10.1dazavcul Ststclll ITeallnentil Ioldow I ank Replacement (m[\ ❑ other mtxiilicauon to I xislim_ S,,tem i"plaiul J,
l'crmr I n'\\ai 1 I Crnul P","I'l ❑ l luan_c al'I'lumt I I,[ llieN o, I'armn Number will Dale Issued
13 - L I'cnnd llarslir to Ncty
lir fi.r: t\pnvlr•n Obit ncr
Ill. I ype• If PUN' IS 5vs[emiCnmponenr Device: (Check all that a 1 4--- m-I'n~.nnn.l In-l IrwmJ I Pra,aunrcd In4Boood ~\t-laadc Mound 721 ul. ofsunahlc soJ NlounJ
24 in. of N/u~tlaldc aid
luhime hulk l thhef Di'; lad ( emr.anem levpl:nn) _ I'retrcallood I)Olec leyplami_ 17
\ DlNpt rsaLl rc. tlme nl Area Informal I'ol i ok Pl 'N efllu )i litter to "inaallu u NI null I
I n 1 n, n•p 11 t" ll \ phc:m It I IlUl1 d,l hspcid Area IA:qumd.0I / ),,per ,al \rca I w p sell 1,0 NI ICm 17 Jwn ,S
IM(Ipd Nil f1. ASI INt C 3 Sand J 443k at I ) aboNe
4 0 (IPiI 0.4 <IPd'Sq. it. natlte Noil 1 1....... Nil. IL ' 499.3. '_ST t
VI. Tank lotto t. aoauh m I`I J c of \fvulAr:urcr
ilall.:m tLJlon, IIn't, 3?
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Ir hew' m:~ I r ainl' lank> u I ~O ° - ' -
f/ff L y _
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N:•n it 1. ~r. Na _I_U{lam 1.000 1 Nk ieN ' Concrete
i..•. ru rn.-lla"~ Na „u5u ~ o5o I Cotnhination S.I'PC - -
N 11. ReNponsihilily Statement- I, the undersigned. awntic rcsimm ibililt for owallalion of the POM IN shoen on the alnrched plans.
li Phini era Aamc (Trott I%nmb,' N Signµmc - t 11"N11'RL \u &T IAr in ,Phone \umher
Ia1110 K. Thompson ,n, ( MPRS 30021 (715) 248-7767
:40 Paulson I ake l.n.. Osceola, \1`I 54020
Ill uuntc4lepartment Use Only
.\pprotcJ Pennd l'ec Date N,oed 1,,mn• :!ent Signature
I'. in'cn Rt•aann Lrr Iknmi N • 7
I\. ( of,( r/gees ns fo Di%apprutal
1. septa: a'~t~'~. dYo-cn.f 3 (.~„~f~;~-•exA - -
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As per .nar.agemen. pear r Isr 1 Oa plu.nbe.. a I^. E.~P941- "Wa ~.n
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much tr. almplete Plan, fur the...hm and \ nui In Ihr f aunt. h m paper nnl c.~ Than %I' s I I inrhr-, in we
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Residential Mound POWTS Index & Title Sheet
Project \anle, Nchlich Bedroom Rc.idenli:d Rcolaccimm %lound
Owncrs Name: Todd Nehlich
Uwner s adJresr. 401 :llicshun Crt.. Roanoke. I'S 76_162
tide address: I I N6 170th Aoc. Nclc Richmond. WI 111117
Project Location:
Suh(IMsion: Lot 01 of proposed CNN'I
Leal Description: S1 1~4 SL: 4. Sec. (15, l K, MW.. I own of RichmonJ. St_ Cron Co.. \Y I.
Parcel ID From 016-11119-20-000
Pa, -C I Illdcy and 1 IIIc Shed
Page 3 Slate .Approoed Mound Dcsia!n Packasc
Page Filter Npccificaiious
Page 4 Conihinarion Septic1'ump lank (ro.. Section
Pau. 5 Septic Tank MaInICnancl' Acrccimill
Pace 6 PrelirrlinarV CNM
Pace 7 ",wanly Dccd
1ttacnmentS Soi, I cahuuion Report
14.1x1, Plumhci Restricted Scrcice: .lane, K. I fionysoti. DSPS Credential 33002I
Si},namrc: _ Datc:
Parr I of 7
I);:.q•r. nu-:u:mt to t wn id \o;l : ~h. a~qr rvl t'cm , -ml \(.11.6:11 Inr i'l lll`1\. rcr:um b NRD.11170-1' IN -dial
_ nIVi kJN OF lwMINY St FWWA
I O.- A I N RANt:A1 HO
HAYWME)WI c.A8436762
- 0 S C"a xl TNouyh Relay
P $ blip 1ft4* Wi uowproq.mamww" ee+vluv:
\L~ WWN WI4:111CA11 t)IYV
- S.'a wwkw. Governor
LMM Cubkre., S.cr y
\ovember 8, _2018
CONDI I IONAI. APPROV.kL Conditionally
APPROVED
PLAN APPRON' ki. EXPIRkS~ 2020-11 .418 DEPT. OF SAFETY AND PROFESSIONAL
Plan Rv%iet.: PWTS-111801??;-(' SERVICES
DIVISION OF INDUSTRY SERVICES
J:4 (tit's ti THUA115(1A
SITE:
NEHLICII
S;lint Croix Count SEE CORRESPONDENCE
Town of Richmond
FOR:
Oblcct type 1 7.1 loth Abend t bmponun Nfanual - DCCC01I)CI' 201
Dew rinli...: 41fl U/'D
Maiilcnanee Required
I he suhmittal de.crihed ahovc has been rcvict<cd for continm:mcc with applicable X1 kconsin Administrative Cod"
and W i\consin Stauncc. I he submittal has been ( ONDI 110\'ALLY ~WPRO% 1:1) 'this svslent is in he
;,mstructcd and located in accordance with the enciusod approved plans and xNnh mq' component Manual(s)
relcrenced above. 'I Ile owner. as defined in chapter 101.01110), Wisconsin) Statutes, is responsible till cunlpli:mcc
with all code requirement,.
1 copy of the approved plans, specifications and this letter ,hall be on-site Burin} couslrtletion and open to
Inspection by atuh.nized representatives of the Department. which may include local inspectors- :111 permits
required by the state or the local municipality shall be obtained prior to connnencemctn of'
cOnst noel iolv'i nma flat imroperalioil
In cranting this approval fire IAvision of Industp Services resci%" the right to require changes or additions Should
conditions arise making then) necessary for code compliance. AS per state stars 101 .12(2). nothing in this review
Shall relieve the desi_mer of the responsihiink li)r deswimn- a safe building, sliucl arc, or component
Inynirics concalung Ibis conTCSpc?ndence nrry he made lo meat the tclcphonc mother limed belt nt. of al the address
olt this letterhead -
'I he above lefi addressee hall prov ode a enpy of this Idler and the POW1S mantis emcm plan to the owns and ar.t
otheri who are resp,m,iblr for the instalLUion. operation or rrtainlcnanec of die I'M \ I
Sincerely,
G-/•7, 7",
Fd Taylor
POWTS Wastewater Specialist, Dmsion of Industry Services
(715)634-3484
cdwin
CENED
EZflowMOUND AND PRESSURE DISTRIBUTION COM~ONENTC&OWQ18
Residential Application II
INDEX AND TITLE PAGE WW`s;_ 1 1 Y jE ~'~1C,S
I -
Project Name: Nehhch 3 bedroom Res,denlial Replacement Mound
Owner's Name: Todc Nehlich
Owner's Address: 404 Ayiesbury Crt, Rcanoke, TX 76262
Property Address: 1086 170th Ave., New Richmond WI 54017
Legal Description SF1/4 SE1/4, Sec 05, T.30N, R.18W.
Township: Richmond
Cou'lty St. Croix
Subdivision Name: Proposed CSM
I of Number: 1 Block Number: Na
Parcel l.D.Numoer: Fro:m026-1C19-20000
Plan 1 iansact on No.. APPROVED
DEPT, OF SAFETY AND PROFESSIONAL
Page 1 Index and title SERVICES
DIVISION OF INDUSTRY SERVICES
Page 2 Data entry Page 3 EZlfow mound drawings
Page 4 Lateral and dose tank
Page 5 Distribution media SEE rORRI[sP,NOFN-7,
Page 6 System maintenance specdicatons
Page 7 Management and contingency plan
Page 8 Pump curve and specifications
Page 9 Site Plan
Designet. Jim Thompson License Number: 30021
Date. 10/25/18 Phone Number' (715; 248-1161
Signature:
Ocsiyru:1 Pu: xeanl he
Uflow Mound Component Manual Ver- A,.gust 20, 2007,
SSWMP Publication 9.6 Design of Pressure Distribution Networks for ST-SAS (01181) and
Pressure Distribution Compnnent Manual Ver 2D snD-1C700-P (N 01/01, Z. 10!12)
F7Row Mound Version 3.0 (R. 311!12) Page 1 of 9
Mound and Pressure Distribution Component Design
Design Worksheet
Site Information
(r or c) r Residential or Commercial Design
30.0 .00 Estimated Wastewater Flow (gpd)
1.50 Peaking Factor (e g. 1.S = 150%)
450A0 Design Flow (gpd)
4.00 Sire S'opo (''/u)
94.50' Insialtatior Contour Line Elevation (ft) 125.00 Contour Length Available (ft)
24.00 Depth to Limiting Factor (in)
0.40 In-situ Soil Application Rate (gpd/'f`)
Distribution Coll Information
6.00 Cell Width (ft) 3, 4. 5. 6. 7. 8, 9 or 10 Onfy OU =Dispersal Cell Length (ft)
0.85 Dispersai Cell Design Loading Rate (gpolft`)
1 Influent Wastewater Quality (1 or 2) Are the laterals the highest point
in the distribution
Pressure Disribution Information networks Enter Y or N
(c or e) a Center or End Manifold
3 Lateral Spacing (ft) If N above. enter the elevat on (ft)
2 Number of Laterals of the highest point
0.125 Orifice Diameter (in) (e.g 0,25)
2.00 Fst mated Orifice Spacing (ft) - 6.00 ft1/orifice
2.00 Forcemain Diameter (in)
130.00 Forcemain Length (ft) Does the forcemain drain back?
88.00', Insice Pump Tank Elevation (ft) Enter Y or N
0.00 Force-rain Filter Loss (ft)
6.bU~ System Head ;ft) x 1,3 21.21 Forcemain Dra nback (gal)
7 00 Vertical Lift (ft) 81.15 5x Void Volume (gal)
x 3.73 Fiction Loss (ft) 102.35 Minimum Dose Volume (gal)
i J (1 y/n 17.23 Total Dynamic Head (ft) 37.07 System Demand (gpm)
J / fI Lateral Diameter Selection Manifold Diameter Selection
> in. dig. Toptionschoice n. d aoptions choice
0.75 1 25 x
1.00 1.50 x x
1.25 2.00
1.50 3.00
00 00 Gallonsllnch Calculator (optional)
Treatment Tank Information 646 00 Total 'I ank Capacity (gal) 000.00 in
Se tc Tank Capacity (gal) 38.00 Total Working Liquid Dept.)
Weiser Concrete __]Manufacturer 17.00 gallin (enter resu.t in cell 849)
Dose Tank Information Effluent Filter Information
646 00 Dose Tank Capacity (gal) Po!Lok Filter Manufacturer
17 0 Dose Tank Volume (gallin) PL525 _ _ Filte, Model Number
4Ve sPr Ccn^rete Manufacturer
Project Nehlich 3 bedroom Residential Replacement Mound Page 2 of 9
Mound Plan View
T
O nervy n n Pine
~1^U f J
W
E. I
L
Mound Component Dimensions
A 6.00 f; E 14 88 to l i LOU ft K 9 36 ft
B 90 00 ft F 12.00 in I 9 34 fl 1- 108.72 ft
D 2 00 n G 0,50 ft J 6.70 ft W 22 04 ft
540.00 (ft') Dispersal Cell Area 1380 68 (ft2) Basal Area Available
5 00 (gpd!ft) Linear Loading Rate 9.00 (ft) 1110 B Cbs. Pipe Placement
Mound Cross Section View
E7flow Dispersal Area
Finished Grade 97 50 (ft)
1 f o see ss ce i 96.00 (ft) Laterai
95 50 (h)-►• - 6 Invert Elevation
Dispersal Cell r
Elevation D Q
4 ;
9450 (h) Contour Elevation
4.0 % Site Slope
Typical Dispersal Cell
Shading Key See Page 5
fcpscil Cap > m L
P41 Subsoil Cap c o Anprn ed GecteY e FaLnc ('over
ASTM C33 Saec 2.0 f) Tilled Layer
CJ E1 I ELflow Media 0c 5
U) 0 0 5 h
-i A.-
See details on page 4 for n.rmber. s:ze, and spacing of lalerals.
Laterals are, located in the 4' gravity disirinnitor pipes as shown cn page 5.
Project: Nehlich 3 bedroom Residentia Replacement Mound Page 3 of 9
End Connection Lateral Layout Diagram
Place Aporopria(e Lateral Diagram From RTjht below
f P •m Turn-upw'DaII WIW Or oleanoutplug -
Z 1st orifice ixeled at Z k- X---)l Orifices point up except every 51h 4
one points dovm for dralrrage. y
;ilUterats k tonic main of PVC Soh 40
terals IderwbM with orifices equally spaced. per SPS Table 364.30.6
Number of Laterals 2 O•iflce Diameter C 125 it
Lateral Diameter 1 50 n Orifice Spacing (X) 2-01 ft
Lateral Length (P) 09 22 4 Orifices per Lateral 45
Lateral End (Z) 078 't Orifice Density 6.00 ft`/orifice
t.atera' Spacing (S) 3.00 ft Manifold length 3.00 ft
Latera Flow Rate 18.54 gpm Manifold Diameter 1,50 in
System F'ow Rate 37.07 gpm Forcemain Velocih, 3.79 ft/sec
Dose Tank Information
lccking cover with warning
label and locking device and
sealed wxodighl
Hec:rlcal as per NFC 300 ana ►
SOS 3' 6.2CO WAC - 4 ,n. ruin.
Disnnnert
rrr...---III
Tank components properly vested Alternate oullel
/ location
Forcemain diameter
VVeiser Corcrete Manufacturer 2 in
Ca acit 646.00 Gallons L..
Volume 17,00 gallinch A
1 Weep he a or or anh-
D mension Inches Gaiters T g siphon de
A 17.98 305.65
B 2.00 34.00 G Pr ump off elevation (it)
C 6.02 102.35 _ F-8-9-0-0
D 12.00 204.00 D
Total 38 C0 646.00 _ I
-il _ Dsse tank clev_ahon (fl)
Bedding And Backhll As Per tvtanufeaurcr _ 6A.00
Alarm Manufacturer SJE Rhombus j
Alarm Model Number JB Plugger XL
Pump Manufacturer `7oeller /
Pump Model Nurr beriEIN152 J
Pump Mast Deliver 3i.C7 gpm at 17.23 ftTDH
Vote: Switches containing mercuy may not he used in this system,
Project Nehlich 3 bedroom Residential Replacement Mound Page 4 of 9
Uf/ow4n Distribution Cell Media Layout
6.00 Cell Width (ft) 1.50 Sidewall to Lateral (ft)
Distribution Cell Cross-section Arrangements
61t Wide t
Al
Component Legend
SR1-7A Bundle - 5 ft or 10 k lengths
SR1-12A or EZ 1201A in 5 fl or 10 ft lengths
SR3-12H or E7 1201 P or D~~T<~J`CSSy SR3-12H in 5 ft or 10 ft lengths
O 4" Perforated Distrioution Pipe With Pressure Lateral lrside
• Tumup Enclosure - - - - - Pressure Lateral
Bundles are covered with approved gcotexlile fabric as per the their product approval.
Distribution Cell Plan View Layout - Typical
6.00 Celt Width - A (ft) 90.00 Cell Length - B (ft)
Center Connection Lateral Layout Diagram
Force Main
71ftde
Protect. NeN ch 3 bedreom Residential Replacement Mound Page 5 of 9
Mound System Maintenance and Operation Specifications
Service Proviider's Name James K Thoson Phone {715) 248-/167
POWTS Regulator's Name St. Croix County Zonin Dot Phone '715) 386 4080
System Flow and Load Parameters
Desigr Flaw - Peak 450 gpd Maximum Iifluent Particle Size 118 in
Estimated Flow- Average 300 gpd Maximum BODS 220_ mg/L
Septic Tank Capacity 1000 gal Maximum I SS 150 mg/L
Soil Absorption Component Size _ 540 It, Maximum FOG 30 mglL
Type o` Wastewater Darnestic Maximum Fecal Colifcrm OE4 efu/100 mL
Service Freoueney
Septic and Pump Tank Inspect andio• service once every 3 years
Effluent Filter Inspect and clean as necessaryat least once every 3 years
Pump and Controls Test once eve 3 ears
Alarm Should test periodical)
Pressure System Laterals should be flusned and pressure tested every 3 ears
Mound Inspect for pording and seepage once _every 3 ears
Other
Miscellaneous Construction and Materials Standards
1. Observation pipes are slotted and materials conform to Taole SPS 384,30-1, have a watertight cap
and are, secured in as shown in the EZflcw Mound Component Manual Ver. August 20, 2007.
2. D spersal cell media conforms to EZftow products approved for use with the EZr9ow Mound Component
Manual Ver. August 20, 2007- Media is covered witn an approved geote0le `abric
3. All gravity and pressure piping materials conform to the requirements in SPS 384, Wis. Adrn. Cede.
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 sod erosion
and help reduce frost penetrat on.
Lateral Turn-up Detail
Finished Grade
6-8" Diameter Lawn = - I hreaded Cleanout
Sprinkler Valve Box Plug or Ball Valve
Lateral Ends at Last Orifice Where
Variable Lerath Cleanout Begins
- Long Sweep 90 or Two
Sir Y 1 t f~~,T. - - 45 Degree Bends Same
u Diameter as Lateral
EZ/tow Synthetic Media a . 2.06 Feet
Distribution Lateral Lateral Cleanout -
Project: Nehiich 3 bedroom Residential Replacement Mound Page 6 of 9
Mound System Management Plan
Pursuant to SPS 383.54, Wis. Adm. Code
General
This system shad be operated m accordance coif S'PS 38284 Wis. Aden Code, and shall maintained in accordanco with its
component manuals t67l/owfduurd Component tulaaual 8+20107• Pressure Distrioullon Component Manual Ver 2.0 SBU-10106-P (N.
01!01) and SSWPAP Publicalior 9 6 1 and local or stale, rules pertaining to system ma'ntenancer and maintenance repoding.
Septic and pump lank abandonmerf shall tae it accordance wi0, SPS 383.33. Wis. Adm. lode, when the :Anks are no longer
used as POWI S compcnerts-
Septic or pump tank manhole risers, access risers and covers should he inspected for water tightness and soundness. Access
ole,nmgs used for service and assessment shad he sealec watertight upon the complepon of service. Any opening deemed unsound.
(relective, or subject to failure must he rep allied Exposed access openings greater than 6-inches n diameter shat be secured by an
effective lock.ng device to prevent accidental or unauthorized entry into a tank of wmponeld
Septic Tank
fhe. septic tank shall be maintained by an individual caroled to service septic larks 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 condit on of the septic tank and outlet filler
shall be assessed at least once ov" 3 years by inspection
Trio outlet filler shall be cleaned as necessary to ensure proper operation- The filler carnage should rot be removed unless
provisions are made to rata n so'.ids in the. tank that may slough oh the filer when removed from its enclosure. If the filter is enwpped
with an alarm, the filler shall be serviced it the alarm is ac-t.vated continuously. Intermittent fills alarms may indicate surge flows or an
iinpeedim eonlinuo.rsalarm.
-he septic lank shall have its contents renoved whon the volume of sludge and scum in the tank exceeds 113 the icuie volume of
hho lark. If the contents or the tank are rot removed at the limu of a Hernial assessni maintenance personnel shall advise the owner
as to ww,en the next service needs to be performed to maintain less than maxmmnl scorn and sludge accumulation in [lie tank.
The. addition of biological or chemical additivos :o enhance septic tank performance. is generally not required Newever, if such
products are used they shall be approved for septic, tank use by the Wisconsin Department of lornarI.
Pump Tank
The dosing (pump) tank shall be nspeted at least once every 3 years. Ad switches, alarms, and purcps shall be tested to venfij
proper operation. If an effluent filters installed within the tank it shall be ne pecled aril serviced as necessary. If the force main has a
veep hole, it should be noted if it is furl onal during pump operation, and it not, it shuulc Do ctoaned.
--No one should ever enter aseptic or dose tank since dangerous gases may be present that could cause deafb.""
Mound and Pressure Distribution System
No trees of shrubs should be planted on tie mound, Rantings may be made around the mound's Vail en. and the mound shale be
seeded and mulched as necessary to preverl erns on and to provdu sunro prolddron from frost penetration. 1 raffic (other than Ire
vegetative maintenance) of the mound is not recommended s are soil compaction may hander aeration of the Infiltrative surface within
the mourd and snow rcmpacticn in the winter will promote frost penetration Cold weaP,er msta.latlons (Oclober-Febriary) dictate that
the mourd be heavily mulched as peotechen Irom Irerz ng.
Influent quality -nto the moune. System may not exceed 220 mg1L BOUr,. 150 mg1L TSS, and 30 ani FOG (or sepbr, tank effluent or
30 mgA BOUT, 30 Digit- TSS, 10 mg1L FOG, and 10" co 1100 mL for highly Irdaled effluent. Influent Cow may, nut exceed maximum
design flow specified in the nrnnlil for this insla'laton.
The pressuru distribution system is provided with a flushing point at the end or each lateral and it is rerommerded trot each lateral
he flushed of accentuated solids at least ore every 3 years When a pressure testis performed it should be c,arparod to the initial test
when the syslern was installed to determine if orifice clogging has occurred and if cni ice cleanup is required to mainta if flaunt
distribution within life. dispersal cell.
Observation pipus within the dispersal call shall be cnecked for effluent poneirp. Pending levels shalt be repoded to the owner and
any levats above 4 inches considered as an impending hydraulic failure requir nn achationat more frequent monitorial
Contindoncv Plan
If file septic lank or any of its wrnponorts become defective the lank or comprnent stall be retyll or (eplaced to keep the system
in proper operating condition
If rho dosing tank, pump, pump controls, alarm or related wuing becomes defective the defective w.moonent(s) shall be immediately
caballed or replaced with a component of the same or equa' fa durmance.
If the mound component fails to accept wastewater ar bel is discharge wastewater to the ground surface, it will he repaired or
replaced in Its' present location by inoeasinp basal area d toe leakage occurs or by removing biohogicaty clogged absorption arc
dispersal media, and related piping, and replacing said components as deelrned necessary to bring the system into proper operating
condition.
Sec Page 6 of this plan for the name and telephone number of your local POWTS regulator and Si provider.
Project: Nehlich 3 bedroom Residential Replacement Mound Page 7 of 9
4 PUMP PERFORMANCE CURVE TOTAL DYNAMIC HEADIFLOW
MODEL 15111571153
I ne PER MINUTE
EFFLUENT AND DEWATERING
MODEL 151 152 153
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CONSULT FACTORY FOR 1
SPECIAL APPLICATIONS IM rfw
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• Seded 0Asec$9x waieble for ouWm inddlat o w See T
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14,3 7 201
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F153 230 I Non s.d " - I ia9 SELECT!0N GUIDE
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1. SuNieYe+lYaeek painter, level Amt ss" a Caldesegn,=kvamle Io2elamt
aAlmh. Amato FM04Ty.
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or (4;"Sy,Yan.
RESERVE POWERED DESIGN
For unusual conditions a reserve safety faift is engineered into the design of every Zoeller PUMP.
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""ru Pl.-525 Lffluent l ilter
PI -525 Filter
I nr ['1 -525 Filter is rated for 1 Qll(1ll GPI ) ;gallons per dagl making it one of the largest lilt: rs in its class. It haS
5 ~ linear feet o1 1 ' Iii" fllttalion Slols. I ike the Pulvlok PI. 122. the Polvlok PL-525 has III autontalic shut-off hall
ir-welled with c'ven~ litter, 41' hen the td It`Y is removed fur cleaning, If is hall will float up and temporaoly Shut ell
tie sYccril so Ito effluent wolf*t leave the tank. -
t"tole`: 1/16" Filtration Slaty
N.i felt It it 111,11011 ( PD (gallons per day). r Al n..
' S_ linear feet of 1 It`" 10 000 GPU It)ptranal)
- Idu'ation. l r I
• ?cecpts 4" and I," S(-FI1.1 40 pipe
f.~lrn,+um I,erale
• [;,lilt in eas deflector.
• i11I1t(MIdtrC chat-ell I-all lc hen filter is removed.
• '1larrn accessibility. v,,t,d 1,,
• ;1.e opls I'VC eltension handle.
PI - 1.5 Installation:
Idea! Im' rusidenlial and commercial ,vastc lows up it,
11,000 gallon,c per dac I( WD).
~ I
I I of atc the outlet of the septic lank.
once the tank cover and pump tank if necess u'v.
Glu( the filler housine to file d" it n' outlet I)iI+e If Auepty I" &
Sc 111: la pip:
the lilt I u not Centered under the access opennlg list, n
PolNluk 6vlend & Lol, or 1)iece of pipe fu center filler - , _
1. Insert the I'I 5i'y filter into its housing.
o. Replace and Secure the cephc lank carver. - ® Cernhed to
NSFfANSI Standard 46
PL-525 Maintenance:
I he PI _)25 Fffluent Filters Will orerate etl iclrnlly for
several years under normal eundihons hetoro requiring _
Jeanine. It is recommended that the filter be cleaned
overF' ante the tank is pumped, or at (cast evert three
bars. It the installed litter contains an optional alarm,
the Owner Nvill be nolificd b1' an alarm when the filter
IleedS Sorvicinr, Se r vtung should lx d(Ille by a certified -
.optic tank pmup<1 or installer. w„mal:.
I Locate fill, outlet of the septic lank. h." ll' 1 61
-
Remove tank cover and pump tank if necessan'.
Do not use plaimbing hen filter is renn,ved
I- P;III PL-525 cartridge out of the housing.
! I...w ofl lifter over the septic tank. Make sure all ` -
se`hde frill back into seINI tank.
!t- lw,rrt the filler cartridge back into the housing making
sec, fill- filter IS rro[kTIv ahencd and conlploleh Inserted Uuni i,m sicaruan i 41aun P:<Icnd h I ilk
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Replace and sectire Sepllc tank cover . :hr m v115hcr'.. d-.`r and alarm intr. v+6nl; tank..
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SEPTIC MANUAL rv.
W3716 US HWY -0 MAIOI N ROCK, N1 v4lSO DATE: 00 W W DATE: POST-POOR:
\ ° 800 325-8456 mE: WAOOO/50 w
c'~ ~~F 7
ST. CROIX COUNTY
M-TI ( I*ANK NI;\IN'l I.\,\NC'E;\GItF.[-,NIFN I
AND
OWV'ISRSIIIP CF.RT IFIC\TION FORM
Ownerl3uvel Todd Nehlieh
Maiflne;\ddress 404 Aylesbury, TX 76262
I>ropcrty Address 1086 170th Ave., New Richmond, WI 54017
(Verification required noel Planning & 701141!: Iklmninent for new amsuvction_!- -
Citytitalc Parcel Identification Numhet. from 026-1019-20-000
LEGAL DESCRIPTION
Pr„heat, Location SE . SE , 4 . Sce. 05 1 30 N R 18 W. Timn of Richmond
Suhdivjsion Pha: Proposed CSM , o t r, 01
Certified Survey Map Volume Pace
Warranty Decd (before ?00')Vulumc .Pale #
Spec house❑ycsDno l it lines idenfifiahlc171ycsRno
SYSTEM NIAINTF'N;1NC'E AND OWNER CF.R'IIEICATION
Improper me and mainlcnancc of-wnu' septic system could rcxdl in its lucnmturc fulure to handle wastes. Piopcr
maintenance consist, of pumping out the septic tans every three years ur sooner, if needed, by a licensed pumper- What vnu put in(o
the systenn call :duct die function of the septic tans aN a treatment stage in the waste disposal sy:stent. Owner maintenance
responsibilities are specified in §SPS. 11 and in Chapter 12 - tit. Croix County Salluarv Ordinance.
'I he property owner iwi-ces to submit to St. Croix Comm Planning & Zoning Department a ccrtifieation l6rin, signed by the
owner and by a manor plumber. journeyman plumber. restricted plumber or a licensed ptunper verifyin" that ( I ) the 1111-Hite
wastewater dispos:d systciu js in proper opcnnin, condition and:l or (2) after iunpection and pumping of ncccssap lire Ncptie tans is
less than I; full of sludec.
I: we, the undetsit,ned hake read the above requiremenis and agree to maintain the private scwacc disposal system with the
'landards set tilrth, herein as set by the Department of Safety And Professional Services and the Department of Natural Resources.
State of Wisconsin Certification slating that your septic stem has hcen ruaintained must be completed and returned to the St Croix
Counq Planning A. Zoning Department within tt) days ofdte three }cart ccpir lion dale.
I: %NC ecl* ify (11,11 all statements on is loan are true n, the hest of my:our knowledge. I/we am are the ow'ner(o of the
property described above. be virtue of a arnnmy decd recorded in Rc,,kter of Decds Office.
Number of bedrooms 3
11,16;18
SI(NATURF OF APPI:ICANI(S) DATE.
• Any information that is niisrcprc catcd inav result in the sannarv permit hejn revoked by the planning h Zoning Department.
Include with dlis application a recorded warranty (Iced from the Rcgiatcr of Deeds Office and a copy of the ccuilied survey ntap if
reference is made in the warranty (Iced.
(WA'. 041:12)
6 SOf 7
C'LWTIFILID .SURVAT MAP
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irnar bonarr ent in olur. r, r~!:d-
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ran NJ, I.IM.!, atlle^y ey noleC.
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tla curr en:.
.)OHNSfMy & SCC=IE-J INC. IANO `:URVE`.'ORS ^':r......_.orr ~.v.-r
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''Allsoolism DeGartme.n of'fSOfelpl ap[Tl~idfesslonal Services Page l of 3
Dvs an cflndus!.y Services 11
1 cOl8 SOIL EVALUATION REPORT
In accordance with SPS 385. Ws Adm. Code County
Attacr cornBete site plan on St. Croix
I paper riot Iess t n 8 1;2 x 1 r inches in size. Ran roust inCutle. -
hat not limited to. veit;rmltdnd hwlyo~ rice porn; iBM1 direction and percent slope P405r U
scale or d,merisiohs-lorth-arroa• and Iccation and distance to nearest road fr-1019-20-000 Ref #2517
Please print all information. Rd by Dat
°en;anal information you provide may hit used for secondary purposes (Privacy I aw• s. 15.04(11(1111)
~Property Owner P'opedy Location teed Neiich Cmd I of SE V SE S 30 N 18 E (or) W
Property Owner's Mailing Address - Lot # Block # .`.`>ubd Name o• CSM#
C86 d: 1 ry 170` Ave. ro .lot 07 Na Pr„eosed CSfd
City State Zip Code Phone Number Cty [1 Vil ace (j Town Nearest Road
New Richmond VN 5401 I i715i 9i 7-0574 Richmond 107"' St.
New Construction Use Residential: Number of bedrooms 3 Code derived design flow rate 450 GPD
20), Replacement ❑ Public or commercial - Describe W- X
Parent material Glaris; till _ Flood Plan elevation if applicable in ft.
General comments and recommendations' Ste sweaule `or mound POINTS Recommended infilt•ative surface elev. to be 91) 1,0' at 12" above 94.50 contour
1 I Boring # Boring
Q Pit Grourd surface elev 94 25 h. Depth to limiting factor 32"m
Soil Application Rate
r- 1 -
--Horizon Depth Dominant Color Redox Description texture Sinrrlure Cons stonce E3c:unCary Roots GPIYFt'
In. MunscU Ou. Az. Cont Colo• Gr. Sz Sh 'Eff#1 'Eff#2
1 0-12 IOy13i3 none sit I 2fgr its cw lfine 06 08
2 12-32Oyr3:6 none $1 Imsbk tdhv c:x (fine OA 07
1 q.v --1tinc 0.4 _ 07
32-42 7.5yr4:4 12f75yr518 51 lrnsbk cemente
1 0.0
4 42-92 tOyr4,:4 f2d 7 5yr5;8 fsl Om- 1vl fm 0 0 2 Donny # ❑ Boring
Pit Ground surface elev 87_82 ft. Depth to limiting factor 26" in
_ _ Soil Application Rate_
Honzon Depth Dorninart Co,or Redox Description Texture Structure Consistence Boundary Roots GPDlFt'
In Munsell Ou. Az Cont. Color Gr. Sr Sh. •Ffyf1 I •Fff#2
1 0-10 10yr3:3 (none vl F2fsbk its cur 2vl 1m 06 08
2 10-15 IOyi4i4 none it its av 1y(J 04
0.6
15-2C 10yr4i4 none - sn dsh yw 1vf 0.6 OS
4 - 20-26 ZSyr4.4 rone $l 1msbk dsh yw Ivf OA 0.7
26A1 5yr414 t2f7.5yr5;8 sl Icsbk dsh 0.4 0.7
F6luent #1 -80D > 30!;220m :Land TSS :1,6-- 15,01111 9rL Ettl nt #2_ DOD m, _ 220 mg!L and TSS > 30 5 150 mgrL
CST Name (Please Prnti Sic lure, tf I CST Number
.lanres K Thompson - 30021 _
Address ate Evaluation Conducted Telephone Number
340 Pa,risnn I Ike Lane. Osceola. WI 5402U.5413 October 15 2018 i715.24 -7757
SRD-8330 iR04115i
5 Boring # U Bonng
IL J Pit Ground surface elev. 94_52 f! Depth to 6m,hng (ac:tor 24 in
Sod Aopl ::atwn Hate
Horizon Depth -Dominant Coloreoox Descrip!ion Texture Structure Consiste:'rce Boundary Hoots _ GPDtF_I'
In fAuase,l Qu. Az. Conn Color Gr Sz. Sh 'E"#1 'Eff#2
I 0.1c IOyr3i3 none sil 2'sbk mvfr aw 2vf.fm 06 0.8
2 13-18 10yW4 none $let 2rlsbk mfr - M, 1vf,fm 0.4 0.5
3 1H-24 7.5yW4 pone - - sl Imsbk rnvfr gw 1vf,fin 04 0.7
4 _ 24-32 7.5yr4M f2f 7Syr4i6 sl lmsbl rnvfr gw• - 1vf frn 04 0.7
6 32 52 ! 5yr4t4 - f2( 7 5yr4i6 sl Om mfr cw tvf.fm 0.2 06
Orn-
6 52-H1 t0yr4i4 12d 7 .5yr6iH is] der, D.0 00
cemcmc, -
n Boralq
4 Bonn( # (XJ P,I Ground surface elev. 94.58 h Depth to limiting factor 30" in
_ Soil Applicaron_Rate
Horizon 4fle0th Dominant Color Redox Description Texture Slfuaure Consistence Boundary Roots GPD:Ft'
In Pill Qu. Az Coat Color Gr Sz Sh. 'E f#1 'E11`42
1 0.1t _ ioyr3:3 [,one sil 211gr mvfr aw lvf tm 0.6 OD
2 11-19 10yr4:4 pore sicl 2(sbk mfr cw lvf.fm 04 06
3 19-30 7.5yr4:4 none sl Imsbk ml ca 1vf 04 0 7
4 30-55 7 5yr4r4 f2f 7.5yr4:6 sl Om mfr - - U 2 0.6
I
5 Boring # Lam. Boring /
r5el Pit Ground surface elev. 93_67 ft. Depth to limiting factor 30" m.
Soil Application Ratc
Horizon I D!Dominant Color Redox Description
Texture Structure Comstendary Roots GP_D!F?'
In trtunscll Uu Az Conl Color Gr. Sz. Sh Fff#' Cff#2
1 0-10 10yr3+3 none sd 2fgr mvfr aw 1v(fm 06 08
2 10-15 10yr4+4 none sl 2fsbk mvfr cw lvf.fm 06 10
3 15 30 7 5yrbi4 nolte sl 7 msbk mfr qw TO 0.4 07
4 30-56 7.5yW 4 f2f 7 5lli sl Om mfr 0.2 - 0.6
Effluent #1 - SOD > 30= 22G mc:L an:: TSS > 30 s 150 mgiL • Efflue•r1 #2 - BOD. 30 s 220 m98. and I SS > 30 s 150 mgiL