HomeMy WebLinkAbout020-1075-10-500 (2)
+oV~censir Cc•partnertof Commerce PRIVATE SEWAGE SYSTEM Cou N St. Croix
Satcty anu 6w tlir; Dv:isicn
INSPECTION REPORT Savtary Perna: NJ
GENERAL INFORMATION (A-TALI I TO PERMIT) 605130
Slate P an .U No
Pcrscral rlorr•at un ycj provde -ay oe used IJr serorit i pi,rposes IPnvaoa Law, s.1: CA il;imil 3121583
Pe--it Hamer s Name City village Icvrsmp Parcel Tax No.
Bridge for Community Life Inc TOWN OF HUDSON 020-1075-10-500
Cz~T BM E e': Irsn. BLI E ev. Bbt Oesrr poor
pp Sec'icr+TOwNRange AAap NO
/ DU Sj) o rh o ;'Cr ^ 27.29.19.302F
TANK INFORMATION ELEVATION DATA
TYPE MANUFACTURER XIAfli CAPACITY STATION BS HI FS ELEV.
. z5 161.16
Septic ri O Benchmark 11,Z-7
/d L /O6
'y9
3 411 Alt Ble9 _2 qy L q
. r 1 ! g , d%
4iti BT / * 1 /Z cJ ~ Bldg Sewer ~q
Holding StHt Iri
Jl(o[b /boa 7-4'7 97
TANK SETBACK INFORMATION SVH1Outlet 7,S 96.7s
TANK TO P.-L WELL BLDG. vent to A.r Irlake ROAD e
4-11 ~tiDO -7.8
Se 100 > rte' to 30 31 oLHavom 24 bb 7, 169 •'Tg
Deli g / / 1leadeebtan. 1 76 114 tkD > So q5 y5 yS • `7 93. 5
Ae'at on sa / ...7 Z 7:5 1 Dist Pipe • 7• 1`5 93. 5
Holding Sot. System • d. 7 7 Z 5
C
N Final Grade
PUMP/SIPHOINFORMATIO O l 99 -7' 3
Man,dac,ner Demand S Cove,
Lot o crra aie~ G -5.6S /d/,/
Mode; Number 153
/ SL 37.7 Ioe4 it alms lZ wa qz'
TDH l-~fl F•icUOr Loss System Head TDH Ft , 97 •S p
z.q 5•ti /8. lS O
' e'denlain Len-tI'. ID H Fit D.51 IJ v✓e /
Z 3 i ZS6 6,6 13V~ r/3 -
SOIL ABSORPTION SYSTEM -7,114 5 , /
BED:TRENCH d h I eg'h No OI 'ror%,es I PIT DIMENSIONS J Ur w's Irside D a Liq_irl De ntn
DIMENSIONS / / I -
SETBACK SYSTEM TO P:L I BLDG 1 1WEL/L LAKi REAPA LEACHING :!en,ilaefurer ~/Q
INFORMATION CHAMBER OR G
T'if Of Sy5lein , UNIT ~,lncei NuntJer
I /Z9 /Z.4 K A
DISTRIBUTION SYSTEM y
Hcodcravta,11%! :),:r nu:icn x Hole Srze~ t x I-c e Spacing / •:re4{xp A r I ake
3 Z pet,. 5 s ~(L T~J
Lenytr Dia -enyt. i a SptC nn-
SOIL COVER x Pressure Systems Only xx Mound Or At- rade Systems Only
Deem -1 / l';7eptri Corr xx Uoi of u Secdad+Sc-ic-d xx Po1_IChed
Bce~ Irene' Cc-Wu' 3ecr7rencb Eccles TJ veg No `_i Ves li VC
COMMENTS: ,Ilclllude Coco// discrepencies, persons preserl etc) Inspect or P' Inspection U2
Location: 651 BRAKKC DR 1
-.)AI:BP,1Descrpti- - T~` COve..`. I^Ir~
2.;. Bldg sewer length = 36
nnnnn r U, `
- amount of cover =
Plan revision Required? Yes No jil `y
se other s ce'or additional informati00- _ _
U1~ 7r
SW
Date Insepct Sigr we Cert. No.
-br'e iR 3:4'i
C aunty
I Safety and Buildings Division St. Croix
B $ I ~':I _'11L 3 0 2018 201 W. Washington Av(i P O Box 7162 Sannim Pcmul ♦omhcr Ito h,: lilltd co.I
P1 Madison,'J'J 53707-7162
Y l~_a5 /3b_
q-le limtsaclinn Numhcr
Sanitary Permit tlppliel4iml-=~`~~~-•
'n a,.unJll10.C will) SPS ihS 211_) 11':a 1dm t „JC, subrttis,IGn P.`ih.v IMnI to the appu,rri I 2cvmallaraal ntlp j I I5g3
yurtc 1 pl i, I t bWunn, . , inn n p atina \r t \rpli- III m won, 5+r .-tile-,.,,tied 11111 is ate ut mnkd la I'rojwl:lJdre+. Iif Jillcreul Ihen ma.hnr nddres.;
.h; DcP uUnun of Salcn I - 1 I'r I . . n'ti \aro u f u.' n.l ml ~n:um^. rlu ptos.dc mess tic useA Gn s umd:m' L.{/~ /////~~`~y~. ,
L~1 u m a
I. \pphcacnoall n Information l - rn I'la•a.c du Print snl I ' :11] 1 Information oanotinn . Same G~/ r8r4 L (./11
I'Ii 'CT11 ()wncr, s \am: I I'm<el
Brid -c l6r Cummunit~ Life. Inc. - Margaret Gagnon GXCc_ulicc Director. 020_107i_10_500
_ C
I e p ) 1 q)net , mow hnv :\ddtc>< I u pu l+ fucauon a _ Q, 30:)
/
~kikkc Dr. ,,It Lot
Marc - l /.p( odc Phone Nnmher NE SW Scr.ion 27
.
c:ac onei
Ilud.on, 11'1 5.1016 _ (715) 581-8220 r 29 R 19
11. type of Building (check alt that apph) fa ^
1 ,r? 1;nn.l) Dwcllio;: Nuntherol licelr,01, (19 Nuhdn.non Namc
131ock s ('SN-t vol. 13. Pg.:17s I
159 Puhhc C.anmcl,aal IX>enbc ISc Lifr Skills Ltarnint• Pacilir, Na
L Cn) ,f
lw, Ow::od Dc, nh: 1'cc r NV Vomh . knave ol
~•n t r CSM1; 6l:'451 ,q
[,,))r at _I (Noll-
lie
so II. (Check oats of oy nn line .1. e~- X
\r,, 1,.h: n. n L Complete line 13 d applicable)
J Rc laament farm 1 rcutnicot I I d,hn,•, ;an, Kr r(... nLpl OI.h I ) Other \gnduicatwn to I: s.s11n 1. ICm i"Plaml
- Lill vrnnik^ Permit \uroher.,a,i :);it.-
l I I'enun Ii n, u~,l ~J Pcnnil Rmlsiu•I _ Ck),m •c of 1'lwnher I 1 I'crnul -I'ranslir to Neu
.
M rc I xpliarm f Mncr
11-1 spc of PON\ I1 SyslemA'umpnnenVbe)ice: hick all that apply)
Non l'rcaun:-d1 irour ~ Pttsznnnsl In i:umnJ Ab1,rzAi Alound ,?L a) 0l+mtab:,o:; 1 Mound--211-1.n m.unahl,.
1 I I ddm? ljnk Ili II"p,r,al I I Ion, u1, Icephuu? @9 Pie:rc lloenl ):cur lesp!amt Itlo Mi, n,hl,:, 1 1 \c. o-lh I
\ . Dis )ersali frcaln -i l Area Information: .121-.7- 'tic LZ I?hi d:sn'ihulion media unit s.m rclt N11 -IUIIA rilhi •r: 'filler at im p a.uh:n.•;
Uca n I loco I P<!• I)cs'Igo Soil \p[.licacrm Kalco, Ili,lm,al 1r v Rcgowcd isl) 01 pc ,al 11ea PI {u,cJ IX Satan I'.Icc Ili'tt
o'_0 (ipd I O GpdiSq. FL 62 .0 iq. ft. sss//// Il 900 L0 sq fl 9?.i0* J
VI. Tank Info I apaail, in Iolul 4 of \Lanuflrtr..ir i
c
G:dl m- iiallm:, f.nit, a v
I,cw l:. i4, L. none Tank. ~ v
1cpl. .n.ll _ Gkill1000 V.A- Weeks Concrete X - - I
:
- 1.250 I Wicscr Concrete X . '
VI I Rc_sponsibibl)' iialrment- 1• the lai mictird, Assuan rcsponsilnlitr for inaallarion of the PU\\ f1 sho %n on Ihr unt rhrd planes
I'Iund0.1 Nano :I rival Plunthct's Sp nalurr / MI lt1 \timhcr n:2-18 u"):18 \umhet
.hnne K. Thom
- - r fson \1PRS X001 -.I 'G?
1, mbc( \dJn:.,,\I ca.I in. Slato /:p('n,h/ - --`3-
_ X40 Pmdcon Lake Lane. Oeccola. AVl 54010
111 jIun Wf)cpartment 1 se Only - - 60 +__150
` -
\I I I ,--I ~ I'enuit hce Dane Issued ~ Ivum cent Signature
_ fe35 p° 2,z /S
IX' ondldlkill1l;11le►AQIYWONeasom for Disapproval r 4`a110_lb f 541%-
I rn . :Sept tark, r:tlLEn ffp 'n, r)
I r pill - ,all br Ic 5 IuDer G1rd' t
35 pie, m. 3Geme, n ;i 4 WPn' V plum DP:. !/L
2. AIIISFIh~-kreccirconsmm;tl.ac::mire: r,.
as per Px0ortill rr>rnl1rdi:nrrr. M
\It.c ~ch to rom plrrr Plans (nr Ihr •ysrcm and n mn m the (oum) unh an ura•r mn Ir„ Ihen x r: r I I inrha itit-sire"rLr~n!
\RU-!>7!)5112. II'lll ~ ~~1E~d ~CQr
• So,%G'da/u46'cq borl'
I ALExnf!ro,/~ ~~ade eJe
I . 1-0 ma,;29- vE 56.
f SC4/e Ve y
'Gol ?
651 6 te-Qom,
sgdi6
LoLa9 Csn( `37S/ ~e~13 ~.3
6 oEYe'sti'V Se C. 17, T 2Ylr.,
Q. /y„J , Tn . W Nudsa.~, .S~.G
do.20-7017-20 001
3y/.s8~
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t Q 4.c t palF1:~
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a l c.>r U J
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67 \1
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PreooAc ( sn-5,a dp!etsuee drs b
ee //ad 6'x!60''-b 3,z B+ZFAv-> Et 1730
r ` 61~..q!«.s, Syst'=.., . lw. Ea bt = 91.sa
d,ssf64[[• aeAAx7ds~vy~~AZes
~ SRsc.rc/AE 3. S'
LIL
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In-Ground POD' TS Index & Title Sheet
Non-Residential I ligh Stren_-th %Xaste
Projec: Name: 13rid c ForCumlllLill it% Life, Inc.
Contact Name: Pe Gagnon - Fseeuli%e Director
t hcner's addrns:
Site address: 6I Btakkc Dr., I ludsun. Al S-Io16 ,
Project I.ocaoor.:
Subdivision: I.ol 01). CSM Vol. I Pg. 37SI
Lcoal Description: NFlla SW 1 4. Sec. ?7% 1 'oN_. R. I(Ak , town of I ludsun. [t Croix Co W1
Parcel ID;': 020-107,; 10-100
Page I llldl'S and 1 ills Sheet
Page 2 Slate Appl'oced DcsLn
Ptlec ? BioMicrobic, 1.5 Iligl Strength I AS,I Specification Sheet
Pali.1 Septic lank Maintenance Agreement
I'aec 5 PUW 1S Service Contract
Page 6 Parcel Map
Page ? 11~ arant.% Diced
1u::clmcnls- \onc
Mater Plumber Restricted Service: lames I:. Illo:np.on. IKI'S Crcdemial ::;Oo'l
Sl naurre: Date:--- c' 710/Z .
Dcsiu: m:rzua A to In Gl"Una,nll AI'sinpdon l omponC 1 Alau::;:I i. r I', Jgrl] ccr, rn ` GiU-1 Oli I' (\.ill n N, h'J'
-`;t:,,,cnr DIVISION OF INDUSTRY SERVICES
3824 CREEKSIDE LN
D HOLP41EN'141 64636-9466
Contact through Re ay
P S http"'asps awl gov+p•ogrdms`. ITusky-.enaaxs
~ 1 vwa.v sconsin.gov
Scott Walker, Governor
Laura Gutierrez, Secretary
July 19, 2018
CLSTIDNo. 301121 .177%
l'l)N7:SGrgta:vnr
JAMBS K TI IOMPSON 7ONINO OFFICF.
A(1 SOII. K SH L LV•ALI:AIIONS S I ('ROI\ COUNT!' SPIA
110 PAULSLN LAKV I.N 1101 CARMICI IAIJ RD
OS('E01.A W1 51020-5413 Ill:DSON 111 54016--708
CON DI FIONAL APPROVAL
PLAN APPROVAL LXPIRES: 0-A9.1020
SI'FF, Idrntilica_lion Numbers
Bridge for Communaly Lili Transaction II) No. 3121583
651 lir:akke Dr Site 11) No. 6416216
Town of I ludson Please refer to both idcntilicalion numbers,
St Cron Couni above, in all cores ondence with the agency.
NR1:4,S1\'1~-1,SY:.I_'9N,R191V
FOIL:
Description: Commercial Pressurised In-;round POW I'S Lcvel site Pre-Ireatment
Oillect fvPe: POW FS Component Manual Regulated Object ID No. 1782710
Maintenance required: 627 GPD Plow rate: 108 in Soil minimum depth to limiting, kictor lino original grade;
Syslan(sl: In-,round POW FS Component - Vcr. 2.0, SIM-10705-1) (:N.01!01, K. 10 12). Pressure Di~u'ibution
Cotuponc•nl Manual Var. _'.0, SIiD-1(1'06-P i.V.010l, to. 1O 12): Aerobic'1'rcatnuml Unit, I'Ijjo •nt Filter
fhc subloitlal described above has been reviewed I6r conlontiance with applicable Wisconsin Administrative C'udcs
and Wisconsin Statutes. "fhe aubmittul has been ( ONDIIIONAI LY APPROVED. This sullem is to he constructer!
and located in accordance with the enclosed approved plans and with an. component manual(s) referenced above. CONDITII
I lie owner, as defined in chapter 101.011101, Wisconsin Statutes, is responsible liar compliance with all code APPR
requiremrms
DEPT OF Si
No Person may engage in or work at plumbill" in the state unless licensed to do so by the Department per s 143.06, PROFESSION
slats.
DIVISION OF I I
'I-he followin_ conditions shall be nut during construction or installation and prior to oeeuPancy or use:
Reminders
• A sanitary permit must be obtained from dtc coma: whet floc project is located in accordance \%lilt tile
reyuirvmcwt of See. 145.135 and 145.19, Wis. Stall.
• I he application fix a sanitary permit shall he accompanied with documentation that indicates the installer of
the pre-treatment device has completed approved training that appnwcd training will he Provided durin" the
installation ofthe POW IS.
• Iropeclion of the private scw'a;,e svstcIll ina:dlalion is required. Arrnrvcutcnts for inspection shall be made with
the designmed county official in accordance with the provisions of See. 145.20(2)(d), %%is. Stats.
• I lie activities relating to evaluation and monitoring mechanical POW IS cumpononls aflcr the initial installation
of the POWTS in accordance with mt approved management plan shall be conducted by a person who holds it
registration issued by the department as a registered POWTS maintainer.
• A state approved effluent filter is required. Ntainlenance information mint be given m the owner of the tank
explaining that periodic clcaning of the filter is required. Access to the filter for cleaning, must be provided
Per SPS 384 product approval conditions.
t -
!'a... pltp ;gig
• A copy of the approved plans, cpccil icnuoa.:wd Ibis I::uer shall hi On-silo dnriaI', cons UaCI ien Gad 011, 11 Io
I I I pce t ion by authorized repmscII at I%es of the DeperrI I oenl. %%h ich ma} include local inspector:.
NO'l F: the timer-dosinz. sequencm_t shall be Iicld calibrated it, match those number listed on page 3 of die plans.
0%%ner' Responsibilities
• The current owner. and each subsequent owner, shall receive a copy of this letter including instructions relafim,,
to proper use and maintenance of the system. Owners shall tecekc a copy of the appropriate operation and
maintenance manual and or owner's manual fur the POW IS described in this approval.
• 1 lie owner of the PMI I S shall be responsible for cnsurim. that the operation and maintenance occur; in
accordance with r ilk chapter and the approved nrmatgentent plan under SPS 381.54( 1).
• In the event this soil absorption system or any' of its component parts malfunction; so as to create a health
ha/ard, (lie property owner most Ibllow the contingency plan as described in the approved plans.
• The owner is responsible for subnnitting a maintenance verification report acceptable to the county for
maintenance Irackin>! purposes. Reports +hall be submitted at intervals appropriate l6r the components) utilized
in the POWTS.
In _rontin~ this approval the Division of lrulwuy Services reserves [lie right to require changes or additions should
conditions ark e making them necessary for code compliance. As per state sous 101.12(_). nothing in this review
,hall relieve the desirtner of the responsibility for dc•signinp. it safe buldinr,- structure, or component.
Inquiries concerning this correspondence may be made to tine at the telephone number listed below, or at the address
on this letterhead.
The above fell addressee shall provide a cop% of this letter and the POWYS management plan to the owner and any
odlers who are responsible for the installation. operation or maintenance of the POW'IS.
Sincerely, Fee Required S _50.00
Pee Rcccivcd $ ' O.00
Balance Duc S 0 00
6el;ud N1 Swim WiSNIART code: 7033
PO%k IS Plan Reviewer. Division of Indusur Sl'mQs
i 6uM'89-7892, klou - Fri, 7:1 a.m. - 4:00 p.m.
nary sk6ll it %wi.sov
c::- I ch\iu A Tae Ior. Wastewater Specialist, i71 6-11-:484, Mon-fri. S.IIO A.M. -4:;0 P.M.
1'ressuri/Cd In-O-OL ld I'O~b~ I S IfldCy & I =INDUS-I'RYSERVICES
nun-Rcsidcntial I li&h Shen lh V`, ,jmc
Project Name: Bridge for Community Life, Inc.
Contact Aame: Mar,aret Gagnon - Executive Director
Site address: 651 Brakke Dr.. I lu(son. W1 14016
Project Location:
Subdivision: Lot 09, CSM Vol. 13, W. 1
Legal Description: NF.I 4 S%V .1, Sec. ?7. 1.21IN.. R. 19W., 1 own oI Hudson, St. Croi\ Co.. W1.
Parcel 11) 020-10-5 I0rt10
I'age I Indcy and rifle Shect
fare Site Plan
Paec : Deisgn Overview, Dailq Ilowt Dkpcrsa cell • T rash Surge lank,
Page 4 AT(, K. I )ose chamber calculations. Dux chamber float settings
Page 5 Pressure Distribution Network deei~,'n calculmions -
P:we 6 Lateral Construction DciaiL Lateral layout & Lateal turn up detail
P ,we Ia & Ib POW I S I lieh Swcnc0l Manaeemenl Plan
I'ace 8 Dispersal Cell Cans Section
Paec 9 1 msh!Surgc lank spccilicalions NA(
Pgec 10 Seltlimi Pump tank Npecilicatiotis
Pagc I I Surge lank cillucnt pump curve 'SFr
Yq;,
Page I' Dose lank etllucm pump curve a~ S~ yQ
Paec I± FilterSpccifiwtiuns TRyRV~~ ,
Pagc 1-1 Aeration I tealment Unit A,recutent SE, (
Page 15 leratiun'I rcatment I Inil Service Contract Q . E' $
Attachments: Soil Evaluation Report r
well melee log
Mater umber Restricted Service: Jame, K. lhompuou, DSI'S Credential x,300' I.--- -
Signature:....... ~ Dale...
Pc.IOfIN
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R./9 a.,T~.w-g,,dsd seal
Wl,/vtfol0-7027. TO-00
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1 Ct//afb;r/GOB-/32-,ZF/tW el 1230 banouu- syse~ . (W. be l7l = 9z.Ja /-d. (q)
dj,46-j b u 4:,. Cv+f is - "A$ 7Q 5 xHir ~YR7
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Bridge for Community Life, Inc. MAX SIZING
Non-Residential ATV POWTS
Ir a=ualan:,e vnlll l+i-yround PC'o'v'TS Couipnvw t 61a-mal Vemon 2.3 . SM-10705 P iN.O'M -
.10B DESCRI11l'ION:
Inslalhuion of in-;;round POWTS to serve Life Skills learning facility for disabled youth. The lacilily is open 8:00 AM
3:00 PM, Monday Friday. Dailv attendance varies with a maximum of :`4 students and 10 slall'members. l here are no
kitchen facilities on site- no meals prepared or served, no showers taken. -I he Soil R Site evaluation report of record
indicates soils that will accept effluent at a rate of 0.5 1.0 eptl%sq.fl.'day.
PROPOS%:
Timed dosing proposed to allow retention k. mitigation of peak flows. System to consist ol'600 gallon trash tank and a
1,001) gallon equali7ation tank that will little dose etlhhcnl into a Bio-Miethbics I ligh Strength FAST Ls ATC. The treated
eflluent will be dkchans: by gravity to a 750 gallon settling chamber follohved by a 1.25O gallon dose lank.
Design \'N'astm Ater I' IOW: 627.00 Cipd Code prescription 1390.00 Cipd as monitored)
(Facility water meter monitoring. ?20' 18 - 6 Oil IN 260.00 Gpd average daih flow, 316.00 Gpd highest daily flow)
(24 students) (12 gal. student) - 2NN,00 -,pd
( 10 employees all shills) (13 gal.!cmployee) 110.00 'p;l
F;timated wastehvater flow i 18.00 _pd s ISO".) 62700 gpd
Dispersal Cell Calculations:
1. Design Wastewater I low: - 627.010 GO 060."0 Cipd asHL'Ired to m,uitotic use of available dispersal cell area).
2. InGllralkC capacity ofnalur l soil =-1.0 epdisg. 0.
3. Absorption area required: _ 627.00 sq. fi. (627.00sq. 11..3D.00 - 20.90 distribution units required)
a. Absorption area proposed: 960.00 sq. ft. 13,2 157 flow' F71 201, bundles Total in 10100 sq.li. per unit)
Numberoftrenchcs: a 161_/-1- lowdistrihutionunilxperfrench
I reach width: 6.00' (I\vo 3.0' handle, placed siJv by side)
Trench length: 80.00'
'Total system area wl 6' trench spacing: ti's 160.00'
Dispersal cell infiltrative surface elev.: 92.50
I'rash'Fank & Surae'I'ank W/ Tinted Dosing, to ;VIA Capacih ak Dosc Volume Calculations:
Manufacturer & Capacity: Wieser Concrle 600 hash !,0011 MR limad dose lank (60'_.82! 1,000.11 gal. actual eapaeitY
/ocller l3s 53 pump to be installed w' S1F: Rhombus IFS sin •,Ic phase simples control panel w/ little dosing, current
sensor, redundant off Iloats, high water override, pump failure alarm & electrical disconnect switch. Tinier to be set to
activate punp at hr. itltcrvals. Pump discharge rate to be calculated as installed and pump duration timer to be
recalibraied to provide required dose volume of 55.0 gallons per dose, estimated m I minute. 17 seconds at 5' 1'DI I.
I. Required capacity per 13io-Microbics design specifications 12 hr. - .'.a hr. retention time.
2. DWF- 07,00 Gpd
3. 602.82 627.00 - 23 hours, 5 mina,., retention tittle.
-1. 627.00 ,,,at. 12 doses per day 2.1 hr. 00 nutti(g., retention tine
5. Pump to opcratcat 2 hour interval, at 55.3_' -allonssdose.
6. Timed Dosing_ Tank (calculations
At I'unhp failure reserve capacity: 38.25- - _750.08 cal.
fi) I ligh water denhand override sct at: 310.00-
0 Dose volume: 5.1.95 gal.
D) Redundant oil` _10.00" 196.10 gal.
IOIAL: jmo.ITad.
Pc 301'15
Aeration Treatment ,kpparatus Calcuiations• "9 Ib BOD kcotoNal/Day Required
\kastewatcr Strength'largel: B.O.U. - 30m, 1,, c.s. ' :0 M;,. 1 "i. I.. Ph - 7.2
\\'astewater Strength as Jested. 13().D. -.5;0 %1.,, L . F.V.G. alti M,1.
Manufacturer k Capacity. Bm Mierobics ~ Strcm FA-S I 1 _ ird t~ roiaov 0 I,bs BOU!da
I reanncnt capacity required 627.00 Gpd, vvas:c uerr !h 530 n L 3.(~ 1 'S 1 Ls BODE day
Lb,. of B.O D Dav iii ON! =r)(F -t pd. a R -i L~
I r t. -
Dose C.'bamber Capacih & Dose Volume C'alcuhtiors:
<,1armGacnuer&,Ca
acitti^Wieser Concrete W125(.MR j!s~'.ii'-, 1,12?.68gal. actual)
1. Purnp Chamber Calculations:
A) 2.11 fr. reservecapacily ^.00_
L3) Alain] setting:
C) Dose columc - flow back: _:.00" - 1 '0 61
(627.00 gal.'5 doses per day) (.163 h r. I..,-.\ dose volume
(A61 gal.1ineal fee!,)[* 1 X" laieraf,(7 R L 1 resin. dose volume
D) Reserve storage: 11) 00" _
TOTAL: Is-Di," - r
2. Pump selection:
Manufacturer: ,'..:>cll.•
Model number: BN 15.`
Min. discharge rate required:
Pump discharge: pc - - ! J 1 Dose Chamber and Float Setting Cross Sect ion: ock,rg cover With warning
Ialel and locking dcace and
Electrical as per NEC 300 and 0. sea;cd watertight
- l -
Comm t6.2& WqC a in min.
Disc::crect
l ---I --I Tank ; ompovenr is properly vented J f
Alternate outbt
I r , location
y 7
Forcemain diameter
Wieser Concrete, Manufacturer 2 in
Ca acity1327.68 Gallons
Volume 27.66 gallinch 4
Weep tole or anti
Dimension !Inches Gallons B siahcn device
A 0 885.04
B 0 55 32 Pump off elevaGOn i"1
C 0 110.72 90.33
D 0 276 60 D
Total 0 1327 68
I ,
Lose tank elevation tui
f 3" Bedding uncer tank- J 89 50
Alarm Mer ESiL Rhombus 1
Alarm Model odel Number JFB B Plugger XL JT-
Pump Manufacturer Zoeller
Pump Model Number BN 152 T - Pg. 4 of IS
Pressure Distribution Network:
1. Distribution pipe siring:
Laterals per cell: 4
lateral spacing: Uu
Lateral IcnAh: 78. 50'
Lateral size: Ir-
Orifice sire: I 3'
Orificespacing (s): 42"(Isthole at IN 1 I: 1! 116: dirough end cap)
Orifices per lateral:
Network discharge rate: l.:minurc.(i k .Iic;sratc(al)(0.4Igd1orifice)
Manifold sizing:
Location: Caner
Length: _
Diameter:
Friction loss Manifold: (194' ( -"a A I 30 fi i 00a ).8fittings
fogeeMain:
-
D;wtamet
Length: :
Flaw rite:
Friction loss Forcernain: 2.50' 1751(3, O It. I jr)tr.) = .'48> ft.
4. -Loral denamic head
Min. supply pressure: 5.00'
Vertical h8. (high point c I k,i,, pump off= 9050')
Friction loss (Forcernain): 2.;()'
friction loss (Manifold): 0.94'
friction loss (sym""tech Filter): 0_50• JJJ
Total d)mamic head: I n
5. Fluid Flow Calculations: 5.92IL'sccond
Effluent velocity - s( '08)(58am) = S 1%INt.'."wid iIlr . r i.tu_ 11% I,inc to he 2 - 10 ft.!%cc.)
4
Forca nWnwrwo4on tywpolpfi w m ow N m, pad ~x *s NOW
aal
i
it P S
•-iurr prlbellwhn o+ I
dwnoutplup I(-X~'f•d2 tr2~ Liter of PVC Soh aO
per COMM MM 1 i TaW abN 84 X-5
6010 *Ntd nt fbottMoft Wwal.
Number of Laterals 4 Orifice Diameter 0.156 in
Lateral Diameter 1 50 in Orifice Spacing (X) 350 ft
Lateral Length (P) 78 50 ft Orifices per Lateral 23
Lateral Spacing (S) 3.00 ft Orifice Density 10.43 ft'/orifice
Lateral Flow Rate 12 39 gpm Manifold length 3 00 ft
System Flow Rate 24 77 gpm Manifold Diameter 1 50 in
Total Dynamic Head 10 94 ft Forcernain Velocity 2 53 ft/sec
Pe+ of I
Lateral Construction Detail:
I. Pressure distribution laterals to be ioq.",.ee m cordm~ r rit:~,u~rc -ccummendations within
"installation Immtctions for LZ-f low t )istribudon Sc stems
2. Distribution lateral to start at entrance through cad-port. evince located, at 18" from entrance through end-
port, last orifice located at 18" from end cap.
3. 1 V' distribution laler is to be sleeved through LZ-1 lo,. cave:; tud J:s!ribctmn pipe.
4. L8" orifices to be drilled at 12 O'clock position with cvcr, orilicc drilled at 6 o'clock position to allow
effluent drainage upon completion of duce cyc.:.
S. I lateral cleanout extension to be brought m finished ;.rrule b. ase of lon_ sweep 90 elbow. Cleanouts to
terminate within valve box.
Lateral Turn-up Detail:
Miscellaneous Construction and Materials Standards
1 Observation pipes are slotted and materials conform to Table SPS 384.30-1 have a watertight cap
and are secured in as shown in the EZflow Mound Component Manual Ver. August 20. 2007.
2. Dispersal cell media conforms to EZflow products approved for use with the EZflow Mound Component
Manual Ver August 20. 2007- Media is covered with an approved geotextile fabric
3 All gravity and pressure piping materials conform to the recwrements in SPS 384, Wis Adm Code
4- Tillage of the basal area is accomplished with. a mold board or chisel plow
5 The mound structure and other disturbed areas will be seeded and mulched to prevent soil erosion
and help reduce frost penetration
Lateral Turn-up Detail
Finished Grade
6-8" Diameter I awn t Threaded Cleanout
Sprinkler Valve Box Plug or Ball Valve
Lateral Ends at Last Orifice Where
Variable Length Cleanout Begins
i, Long Sweep 90 or Two
y - T , LL 45 Degree Bends Same
7, 7
FZPo S~ntheti Media . Diameter as Lateral
C _ ~ca~ Sys 1-30 Feet
f Distribution Lateral l ateral Cleanout -
I'g, 6 of Is
11MV I S In-Ground Dispersal Cell Mana,;ement Plan li)r High Strength Waste
Pur<uant to 1,4 isconsin I)ep'I. of olch S Profession;;) Scrv-.cgs ?8 54. N'is, Adm. (.ode
General
The POW I S shall be operated in accordanc'c with Dep'I. of Satiety R'. Protc,,sior.,d Tcrt ice, ,82 i84 Wi<. ,Adm. (.ode, and
,hall be maintained in accordance with componenl nruartI SIID-Iu7u(, P 1,K.O1011. %1. local and or slate rules pcrtainine
to sv stem maintenance and reporting shall be complied with. Questions on the opera) ion or maintenance of the system should
be directed to the installing, plumber, Jim T hompson at ('715 1248-7767 or the County pOWI S Inspector at (713) ?86-4680.
Affluent Quality
Thc sewage effluent concentration levels gencrated at this site will he high slrem_th etfluent as defined by the Wisconsin
Dep'I, of Sal'ety Professional Services. Influent quality entering the dispersal component of the POWTS may not exceed
;Omg1, RODS, ±ll NIG 1. '1 SS, and 30 nn>'_1, AOG. Testing ofclllucnt concentration will be conducted at :30 - 45 days after
the system is placed in service. If concentration levels exceed DSPS standards, additional testing will he completed to
determine mean etlluent concentration levels and facility operator will ho informed nI system condition. A mitigation plan
will be created to bring concentration levels into compliance. F111ueut qualih will again he assessed as described above.AIf
lest results will be submitted to the County 7onin_, Dcparuncnl. Influent Clow man not exceed maximum design I1ow
specilicd in the system design and sanitary permit. I'lie A Fti will be inspected and maintained as per Agreements on fife
with system design and approvals.
Septic Tank
1 he operating condition of the septic tanks and outlet filters shall he a:sc;sed at least once annually by inspection. The outlet
filters shall be cleaned is necessary to ensure proper operation. I he septic lank contents shall be removed when the sludge
and turn in the lank exceed I: , the liquid volume of the tank. I he comems ofthe septic tank shall be disposed of in
accordance with NR 11l, Wis. Adm. Code, by Un individual certified [o;ervicc septic tanks under s. 281 A$ Stats. If the
contents of the tank are not removed al the tine of the annual assessment. maintenance personnel shall advise the owner of
whcn service will be needed to maintain less than l.' 3 SCUM and stud:1e accumulation in lite tank. The addition of biological
or chemical additives to enhance septic tank performance is -micralIN not required. If such products are used they shall be
approved for septic lank use by the Dept. of Safety d Professional Service;, Satet\ and Buildings Division. Any treatment '
lank opening deemed unsound, defective. o• subject to failure shall be replaced. 1.xposed access openings shall be secured by
an effective lucking device to prevent accidental or unauthoriicd cnu.< into Tanks or other components. No individual should
ever enter a septic lank or pump tank as dangerous gases may be present that could came death.
Dispersal Cell
Observation and venl pipes within the dispersal cell shall be monitored tix effluent ponding. Ponding. levels shall be reported
to the owncr..Any ponding will be deemed an indication of ;m impendin;• hidraulic failure requiring more frequent
monitoring. Persistent ponding of 3' or more within the system will be addressed by rennoval and replacement of existing
dispersal trenches. If necessary, dispersal cell wenches shall be opened, existing chambers removed, biomal and 6° of native
soil beneath the mat removed by excavation and new chamhcrs reinstalled.
UnlillgeneV Plan
I Ilite septic system or any of ils components become detective, the componenl shall be repaired or replaced to keep
the system in proper operating condition. Aeration 1 reatmenl I.-nits shall he immcri;ncl\ repaired or replaced with
approved components of the same or equal performance Persistently ponded trnehe s within the dispersal cell shall
be maua Zed by use of diversion vatic to relieve ponding condition.
Monitoring and Inspection Schedule
\11 system components shall be monitored and inspected quarterly for 24 months after installation is completed.
Monitoring and inspection -shall he conducted semi-annually thereafter.
Start-Fin Procedure:
I. Inspect aerator operation wcckly to verify air fovv. turbulcncc. rlw for water :low. etc. for 10 days.
1'o, 7a of I
I e,t el lluent samples within 10 -A sdjv, oI installation. 4nmplrs to h,, coLcUed h'om sett ling chamber.
I ests to include B(_)I>, I SS, I'll, FOt,,
3. Monitor water flow weAIN for 6 months, monthlh aherw,irl.
QuarlerklScmi-.Annteal Monitoring & Insuection Procedures - Dispersal Cell:
1. Monitor eater flow front building by use of existing water meter.
Monitor existinr.lrenches quanerly to determine condition ofbiu-oral and remediation ofhydraulic I'ailme.
Quarterh'+Semi-Annual Monilorhw and Insocction Procedures -'treatment tanks A ATII
I. Visually inspect all system components.
3. ICvaluate grease trap condition and pump contents gnanerh or as needed. Inspect & clean outlet filter as
needed.
I Galuaic sludge levels in septic tanks alld pump contents annually or as required Iw inspection,
4. Inspect all treatment tank outlet filters & clean as needed.
Determine dissolved oxo.gen levels. Collect and submit BO U, I SS & FOG samples as needed.
6. ATI I Inspections shall include the lollowin,.:
Blower Unit
Inspect blower unit rmd all intake, clean or replace tiller as needed. Check for excessive
heal. noise or vibration.
Alarm & or Control Panel
-I CSI clcarical conncct.ons, current draw. alarm. pte>surc switch and high water alarm.
Adjust or repair as needed.
Trealment Unit
Inspect manhole rings. :ovals. locks, vents, els:. determine operating condition ofthe
units by visual ohservation & measuring sledvc volume in treatment lank. Measure
dissolved o\\,-en level. tentperaturr and Ill 1 01 cfllucnt within unit. Collect effluent
samples for B.O.U. I.S.S analysis as needed. Replace Bacterial Inoculators annually
or as needed.
Surge Alanaecment:
Anticipated -urge (lows produced by special events :hall he minimircd hp pumping Irish and equalization
larks prior to event. Owner shall he responsible for determinin- anticipated surges events. banks shall be
pumped no more Ihan ?4 hours pror to ewm. ;A I t Unit will rat I,;: pumped xo as o accommodate continued
operation of Acrationi I reehnent Linn.
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RCJECT: HUDSON URIDGF N•. n swr e. t - " Fae-=o r.
HUDSON, WI IESER sonCRETE
WILSLIR
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WIESER JOB ?
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w TOTAL DYNAMIC HEAD/FLOW
PUMP PERFORMANCE CURVE PER MINUTE
MODELS53i55,Wi59 EFFLUENTAND DEWATERING
cc 20 - - - MODEL 53155157159
Feel Melers Gal. Liters
is - 5 1.5 43 163
a 0 3.0 34 ',29
p3 15 4.6 19 77
? Shut cf! 1 ead: 19.25 ft.(5.9m)
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'0 20 11 40 50
' LITERS 80
FLO'NPER AJRJ..TE
CONSULT FACTORY
FOR SPECIAL APPLICATIONS
• Variable level float swtcnes available.
• Variable level long cyc.e systems available.
Available with special cord lengths of 15', 25', 35' anb 50'
Narrr systems available-
CLp ex systems available,
Sn~es+d I _ Cuctra Sd acn _ t_atinpa 'k. F CTIDN GUIDE
Mxd IVdb Du YoA--Al.F. 6:T~u Dap-u CSA UL LI,pAlI 0::(uJ n-tauuI Y\:h.'W dxt&'121 Wpb011k:p.1uW
NSP1SIr5 r9 `r lI I \tn V Y 1 j IIdtl ~I~y1CJ1,A JIIJC 1..~.IM1:3I 5WAcI:a0.lJ6E pr]9VI124k \bl abW k\tl
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tA8 _ I Iti ~_I _•titn 9- - flCDf .,NAvh ~e.IE(AFMCIG
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ftl1 It I I ].tr 1 - tl Y
t !aJ i 7 a,!o ~ a Y Y S ce fhlli?t?rx ^'AVeG na1E! 'EIaLVx,al d;una!a.
f dD5'f< ne I ata as r r 5 Van,ha level ccn6ol sre ch l2Lj:i cu ase oJnhol ~<-LVa'a,•heh EIL.Hlpal
All An `ti..um
rs al, AC1:: Arulala ;30r14I L b v y
r',rr.JaY. ..r5 pr.ral.'cREndAon:A .,us,fr vantklah r•~Yr[nSi'JJ u,gix laip- oI Y.taleleAos~ald -yaule "1/-W-c-A \7 :raC<. v.c)lu ilanadc's wild-
• :avn:.n
nr!atbOC9cl corlma pdxtion deri:n and winiyrud!e Oa JOre tyadaah!w0
L.ct¢d NtsmYJ FNO486, Lleeiml;dN(emalt(fMJG'N:`.wmpiewap<•Eiam r,FlAplcl,a4tily;!elTe:a hCf1Wllec:a,-ne Al. amrln-a and veL~coh\rM1.•ulO te'~IloxM ln<IUClrq 9a
v44.,VIF Cmoo.'Al n 1+!d''J,fMG•il. n xrtNeh.vllaA:.:rer. ao<the8<auau<.-aSeetlo.dH"111,AeI
T:F RESERVE POWERED DESIGN
or Lnus1.21 cond lions a ruserve safely factor Is engineered inlc tie design of eaeq Zoeller pump.
YAi TO' ai q„ I0.A?
/,J~rI'lr lrl(u/ UstF, hr 9to- ar: / uawacmmrsnl
SNAP o J&a ba-n 4Ln Pan O
+ t0.9v'k,a 4trt IVi. Ql.~(LOY ~(N/✓S,-rC/hCf
PUMP !O >~/Jt 18d 7dl VU;
hn0'ww'\V roaJler com tAk ',;iii! RiiF.S
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MOCI
' MCN3FL 75t21 15115.5Z153 TOTAL DYNAMIC HEAD?FLOW
» PFR MINUTE
15; E[ FLUENT AND DEWATERING
MODEL 151
152 153
t0~ ~ ~ ~ I I ~ VkL+a_ Gti. L GI IIWS (:4 .11ws
5C /80 'A Jnt ;1 X11
10 3e IS In t 61 231 7e 265
A- 151 15 46 36 N4
:0 61 i 11C W :Q7 52 197
^ 5 A - t1 : 6 I6 61 f :i 129 42 1`%
L/i 41 23 BT 125
xz $5
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3M,a rww_ 3(Irt 19.Pot mn 9i&n) .U#!*M01 .
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suux 6I
InLU.. 40 M. ID 3k
Model 151 Models 152 1153
3 7.72~q~dv`1 ^t%di vrr a nt dls~c4 ~,t rv+~c ~•eQ ~
CONSULT FACTORY FOR v
SPECIAL APPLICATIONS i- ; - A4a
• Timed dosing panels available. r^
• Electrical alternators. fa duplex systems, are available and
supplied aafth an slam. "
r r
• Variable level control s+itches are available for controlling
single ptmse systems.
• Double piggyback variable level float smtches are wadable
for variable level long and shat cycle controls
• Sealed QvldtAox wadable for wide% Installations See
FM1420
• Over 130'F_ (54'CJ spend quorabon required
151!1521153 Series e -
15IM520153 roOELS _ GonCd S~IWIOn 'In ~1 sI isn
Iowa V.Po I raid. Amp senile oupa LA-Ift
'415 115 1 iron Be .I -257 -
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51 it' 1 Pub 6.5 SntAic4 253
E1 _ : nl3 iA I ! 11
£151 _ 1:10 1 Nm 3.2 tai '
BEISI L;IU_1 Pup 3^ t.M.l 251 aww ..^.A.vw
N152 II' _ 1 N.n 4 p 2.3
AWYM L5 1 Aub 65 ll,3 i 253
t5S2 2)J 1 Nn 41 1 - 253
nC1521 91" 1 ?W 4.3 IMWed 253
N15) 115 1 " Nail Ie5 _ 1 I 253--
BNt'v 115 I PuW _105_ _'tlWM I _253
ns^I 230 1 Man s3 - 1 ' 253 SELECTION GUIDE
an S3 30 1 -ANO S3 !.Afuotl 1013
1 Single prgAxack varoole Ievei llcat mmIch a double pggytock vaia ie revel Ackd
;rALETION I wo.ch. Relerto FMtNl7.
All 'v;lmt%iov ct mnflNS poiancn w;..~:.u,- n ~.nu :1-s.i ov m-v 5~ a ga.~rm^ 2 Sin FM0712 for ax vld medal of Fle& ca Allermla F-Pak
leC lMNe-U. All ca:^aia ctM^{:-.n ssl U14~'iawcd' vAingen!rnoxl
rxent uv5; ,ct-.r :a<v ~t,c n inc o«- n -;,1-'v ace HValm a;t losl,'n; 7. VaiiaMeleAe: wuvol vA10ch 101TZCo wed asa coraol activator s3ocfly duDk'xf71
a (a) float, S-yaiem
RESERVE POWERED DESIGN
For unusual conditions a reserve safety facto is engineered into the design of every Zoeller pump.
HAIL TO PO WX 1CJ47
(cusN!k nY 4(12,ie034? uanvkt~msor..
L SHm TO 3fdACate nlr F::A:
w acwk A, 4021! tat (&uurr Dams Swcr /979"
Pl/MP !O_ (W) 778 2731 • I ($0d) nBDUUP
hnp9MMWS;.,.COm FAkISM) 77AJ$24
R3 Copyright 2054 Zoeller Co. A!I rights reserved.
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U',ia:mcnI No.
POWTS AGREEMEN I
(honer name and address:
Bridge for Community Lit e, lac.
Margaret Gagnon Lxecutive Director
W Brakkc Drive
Hudson, Wl 44016
Return to:
'Phis indenture, made b}' "owner' and their successors in interest, us.
POW( S (Private Onsite Wastewater l'reatmeni System) requirhtg re- -:::rr St. Croix County Zoning Dept.
moniuxmg and maintenance in accordance with the manufacturer, rcaommcndc;l 1101CarmichaeI Road
procedures, I hesc procedures must be performed b% a manufacturer authorized Suite 1200
ze vice provider licensed by the State of Wisconsin to pertomt these rvicr s. I ludson. WI 54016
Results of these procedures shall be reported to the appropriate Governnten ;;I
Unit as required by code. II Parcel K 020-10,5-10-500
I.ocationofPOWI_S:
641 Brakke Drive. Lot 9_Block: Na Subdivision CS.\1: Cti%1
being part of'NF} SW^_Scetion 27T. 29 V, R._19 W., I r, c . 1 fu; r l_ oix-Counix Wisconsin.
POWT'S DESCRIPTION:
Wieser Concrete \4'2700-MRBiowith Bio-Microbics"High Snem-U!:-Ati pro-treatment unit.
Pre-treated effluent discharged to In-ground pressure dispcna. car p( r_r._.: n.-Ducted in compliance )vith
Pressure Distribution Component Manual, SBD IV06-P (N.!`! i,
OWNERSHIP RIGHTS AND RESPONSIBILIA' FOR POW I
Properly "owner' as described holds sale ownership rights. r _r' - n;ble for insuring inspection,
operation and maintenance of POW I S.
_2>
I; A'h'Qip Afno+t 'tCW~lt' )IIQCIoII il)N7:1 -
(AUthJnud sitmatUrcj llaicl
Acknowled ement
,1,,e namdthe pcrso)t r r rg,)inlt*insuumcnt.
scribcd nd swam to before 1 / dzy Of
_ /yC r _
OT.q\ y Pl!BLK.. Stalr of 7Wisc~nsin
\k Commission Expires.
Instmmenl Drafted Hy: Jamcs K. l hornmon
POWTS SERVICE CON I RAs 'T
The proper operation and maintenance of the comrrments listed Colo,, +viII signirwantly influence the
performance and life expectance of the POb\'TS (Private Oncite \44t<i„vat r Treatment System). This
agreement authorizes A.C.L. Soil S Site Fealuation., I..L.C. person,:'. (Servi(e Provider) or their
representative access to the PO\\''fS components during regular husi❑csa hcurn ro perform regular
inspections and routine maintenance of those components.
It is herby agreed by and between Purchaser and Service Provider the.; in cr,n:id: ration of the payments
provided for herein, Service Provider will provide a manufacturer trained and State licensed inspector to
perform periodic inspections of the POWTS components as set forth belov,. Service Provider will prepare
a written inspection report alter each inspection containinr, any repor-.:n, ems itions for the operation,
maintenance. and or repair of the POWTS deemed appropriate by :h_ scn' Pi ovider. A copy of the
report will be provided to Purchaser and the appropriate Govemn:cn,.. ; F i- `.ten icc Provider will supple
additional services, parts, or labor only after authorization by purcha:.:
This agreement does not assume any responsibilities or obligations. C. ar:.. comnnily the responsibilities
and obligations of the purchaser and does not cover any costs asSOJ4,cd w ::h operation, maintenance and
or repair of the POWTS. In no event shall Service Provider be resporsibic Igor an\ special or consequential
damages, including but not limited to, loss of time, injury to person or prorem, or incidental economic loss
due to equipment failure for any reason whatsoever.
This agreement shall remain in effect for a period u! two (2) yrafn fimvn the date oi-POW'r.s installation,
and will be automatically renewed each year thcrcaf cr unles, amrnd.d or nccllcd by either party with 30
days written notice. This ageement mac be cancelled by ?w. b❑: er T Lc cd by a service contract
with another service provider authorized to inspecr snd n-,aI :1.m tl , + r\v IS components in
question.
Purchaser agrees to pay Service Provider the sum OftZ'yOC~ psi t...i. f our (4) Inspections will be
provided over the first two-vew period at six-month intervals. Pa_, m . i,r i.~r.: ir,t four inspections will be
included in the cost of'lhe PO% FS design. One (1) inspectiur per y<:: c; ii' Se conducted thereafter with
inspection fees billed at the time of inspection.
POW'TS DESCRIPTION:
Wieser Concrete W2700-MR Bin-tank with Bio-Mmobxc "High Strength FAST 1.5 pre-treatment
unit, pre-treated effluent discharge to In-ground pressure dis+ct°.a: component constructed in
compliance with Mound Component Manual version 2.0. SAIL-10591 -P (N.01101).
POW7S Location:
561 Brakke Dr.. Lot: 9, CSM Vol. 13. Pg. 37i 1 kno+cn as L it Pour Business Park, NL SW 'h
of Sec. 27, 1. 29 N., R. 19 W.. Tn. of Hudson, St. Crois Co.. i'arccl n 020-1075-10-500
Owner name and address:
Bridge fix Community fife, Inc.
Peg Gagnon Lxccutive Director
561 Brakke Drive.
Hudson, WI 54016
P _Scrvice Provider:
-:('.I Steil K. Site Lvaluations, L.L.C.
3)40 pauls n I.akc Road
``Osceola. `I
ice Prordcr
lri lumnent t-tral)ed Bc:_ James K. Thonmp<on
. /Sef hS`