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CONDITIONAL APPROVAL
PLAN APPROVAL EXPIRES 202110-10
Plan Review: PVi 101902171-C
RYAN BECNEL
371 Cannon New Drive
Red Wing MN 55066
SITE:
C S, 1 Builders/Taylor Name
358 old Cemetery Road
St Croix County
Town of Rinnlcanmc
SEX-NEY. 515—T28N—R18W
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Description Mound Component Manual —Ver20,5BD-
4Bedroom Mound —600 GPD — New 10691-P IN 01/01, R 10/12)
Construction - Sat to limiting factor— Pressure Distribution Component Manual —Ver.
Effluent Filter- Maintenance required 20, 5BDS0T06-P IN 01/01,R 10/12)
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 remarks) referenced above The owner, as defred in chapter 101 01I1o), 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 16506, stats
The following conditions shall be met during construction or Installation and prior to occupancy or use
Reminders
• The mound she shall bit properly prepared prior to plowing Any grasses longer than BY shall be
cut short and removed. To avoid matting, any leaves or loose organic matter shall be raked up
andremoved Cut trees and shrubs flush to the ground and leave stumps. Avoid operating
equipment on the mound site If necessary, use only tracked equipment, during dry conditions,
with minimal passes, to avoid compaction
• Asanitary permit must be obtained from the county where this project is located in accordance
with the requirements of5e: 195.19,Wis.StaK.
• Inspection of the private sewage system installation is required Arrangements for nspection shall
be made with the designated county official in accordance with the pmnnons of sec
145.20(2)(d), Ms. Starts.
Astate approved effluent filter is required Maintenance information must be given to the owner
of the tank explaining that periodic cleaning of the filter is required
A copy of the approved Plans specifications and this letter shall be on site during construction and
en to inspection by authorized representatives of the Department which may Include local
Inspectors
Owner Responsibilities
• The current owner, and each subsequentowner, shall receive a copy of this letter Owners shall also
receive copy of the appropriate operation and manntena nce me malls) and be responsible for
ensuring that POWTS is operated and maintained In accordance with this chapter and the approved
management plan under s SPS 3g3S411)
• In the event his and absorption system or any of its component parts malfunctions w as to create
health hazard, the property owner must follow the contingency plan as described in the approved
plans
• The owner is responsible for submitting a maintenance verification report acceptable to the county
for maintenance tracking purposes Reports shall be submitted at ntervals appropriate for
compendious) utilized in the POWTS
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 stab
10112(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 POWTS
Sincerely, CeCP Rudtil
Circe (Elizabeth) Rutlmcer
Wastewater SpeclaldhPOWTS Plan Reviewer, Division of Industry Services
(608)400-3186
elloraffireth rudmckrtawo ons n eov
ADVAN
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Pronely Owner C B J Builders (Tayar Nome) Phone i yam. J 9
Site Andres 358 Old Cemetery RD never Fella WI A022 0. 0w 2
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INDEX Z > o m $
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Page: 2 Site Plan o, o
Poge: 7 Management Plan a a o s z
0 do
Page: 4 Management Plan �� vi
Page: 5 System Design Summary ?
Page: 6 Mound Design Worksheet
O�
Page, 7 Mound Design Worksheet m
Page: 8 Mound Design Worksheet
Page: 9 Pressure Distribution Design
Poge. 10 Pressure Distribution Design
Page: I i Pump Design
Page 12 Dose Tank
Page: 13 Tank Specifications _ RyaN G.
BECK
Pape: 14 Mound Material Estimates _ 0ED WING
Page: 15 Soil Test 2 RuNING
Page: 16 Soil Test ,,, pt. ER....F°
S GNr
Pope: I] Soil Test
Component MOauals: SB IM91 PMeund IN 01/01, R 101121
OD Hi P Areswre DBblbuNan (N 01/01, R 10112)
7 1
Designer Signature: Date. 9/1
Asnv of FnMuns %DDD,, o Ma 7
pe ADVANCED
VPI.AI 11.1) I_: NDAO f02, 1011 001001
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Management Plan
To,nrpen arm merMnem by jar"
Tday bar peaks M swimming by maneyamem may, may to whyro by a 4mnwsaeolu
Mammvrer nxmx ryoumr mvew. a ml2 Mneowrren'bun try in insure Nl red 5er ectt.+su,rpexie brown Many,
a Keep this Management Plan with your Septic System Owners Guide
a Keep comes of all pumping records, maintenance activities and tapir mvok¢s vnN NIs document
a Review this document man your maintenance professional l at each visit, discuss any changes In pWuq use
amvmes, IX water use appliances
Management Frequency
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System Specifications
Number of Bedroam5
•
Septic Tank Manufacturer
Wixe
Design plant (90)
500
Septic Tank Capacity
1200
Soil Loading Rate (gpLrye)
OA
Effluent Flier Manufacturer
gsef GF-10
Standard Effluent Quality
&Model
_EffluentI
0lmoamel Oxvaua wmane Imam
220 area
Pump Tank Manufacturer
Wirier
rural enned either poling
150 met
Pump Tank Capacity
500
IrpOue. Glows (FOG)
50 me1
Pump Manufacturer
par lneblbr
Treated Effluent quality
_
&Model
51,119,111 Ord" Terms m001
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Oleparsal Cell Type
Mound
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man
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PrNRaMient Unit Description
NR
Max EMli ent Ranked Size in
1M
-
great check for why or spongy sal ground your may
assistant area Coven samce movies- authors anse
(cwdmtl commonly animals frJripheas radiotherapy, am)
Keep fides among,. aa, mm koffs and other lmmc on
haalmanr area
avms. COnmR your ygrwae profesva al if any alarm
agrees
me Filler- check Wsky Wieser and room when necessary
efrau dg rp(raw omie age mate after washing macrme
Emnml ratio, bowery mo baba, Imc, die, as, at a
nralmlm
Caps stake sum that an caps and nm are mean and in
Placeimpact for damaged ceps bean Fix or replace
lack 9rnlyaycmukmmnl burns on W spmm
M if faros) should so shared Pia
cry, 36 merry of o mrmmum
are many haMea (if apPl&' )
emuenf knees cif appHcadb)
assam, system Imi dms fit weakness)
corucwl and hear of Marketed)
or ,mama or effluent or Wrer altar of demands
spectrum pine, are capped and mho
narrowed war hsl of management mulls uM any
(iSITI7Y7�7PG7X1➢FiliQBIL ]TF9
Icapboards of tanks antl Dispersal dulls shall be mane by an appropnalely licensed individual or business Tank aspect, on5
must include a visual inape mon of Me lands) to ITomly any missing or brokehardware
n hardre, identify any cracks or leak a,
Measure the volume of combined sludge and scum, and to check br any backup or pondirg of effluent on the ground surface
Access openings used for service and assessment shall be sealed waterllghl upon completion a(service scemes Any
oundMefedurve access openings must be replaced lmmedraNly
The tlKpetsal mll(a) shall be visually impeded to check the equal levels in the absconded pass and N check for any
pondng ofM taket on the ground surface Pending of effluent on the ground surface may indicate a calling abortion that
requires immedwte attention by a licensed septic professional
tanks Amid be pumped when sludge accumulation rs within 12 nodes of the honor Note oWet baffle , or whenever Me scum
layer is within 3 inches of the bottom of the outlet battle In no case shall total sludge and scum volume occupy greater than
25% of the banks lrgmtl calodety
The affluent filter shall be deramed as necessary to ensure proper operation The fifer Should not be removed unless
previsions are made to Anne solids in the tank Nat may slough off the filler during removal If the fillers eg pipped add an
alarm, the Hier Shall be Samuel the alarm is activated continuously assumption firyer alarms may radiate surge flows or an
muster continuous all
Preireatmenmomponema shall be marntmnetl and aemr4d by a licensed septic professional according tome ranafaclul
recommendations
START-UP 6 OPERATION
For new denominate prior o system operation, check Septi rep tanks par the presence of painting products or other
chemicals that may impede the treatment process arrNor damage the dispersal cells It high concentrations are delegen,
have Me contents of the tank removed by a hoed M septic professional prior to use
System stall- up shall not occur when molls am frozen at boathouse surface
Dquargerfivaroutal pump tanks may fill above normal high water levels for system utilizing pumps Whenpowerls
restored, the access wastewater will be discharged to the dapckmal cell in one large dose potentially msulang in weabou g
the cells It may also result In backup or surface discharge of effluent To avmd me mtuahory it Ie highly mommmended to have
the contents of the pump tank removed by a licensed septic profssionel a have septic professional manually dose the
system to return the pump bank to normal operating levels pnorm restoring power
Do not drive or park vehicles aver anyseptic system components Do net tlnva parko r,or Othernlse diswT orwmpactthe
area within 15 feet downslopa of any mound or an grade system or secondary septic system site
CONTINGENCYPLAN
If the Septic block, or any off S components, Measure e duvet titan or components all bermmetliately repaired or
replaced according to the original system design specifications
If dealing bank, pump, pump controls, alarms, or elated young becomes dekdrve, than shall W immediately repaired or
replaced wish components of the same or equal performance
If the sail treatment compatible fees to accept%remainder or discharges wastewater to the ground embace, it shall be
mpatmdorreplacedby, increasing basal area (time leakage Mours), rebiill the component at the secondary plem OR,
or removing and reptaong biologically clogged absorption and dispersal mi and assouded piping
ABANDONEMENT
If the Septic system fails anchor is permanently taken out of servlre. the system shall be abandoned according to approved
abandonment regulations These include
• All lapin Io tanks shall be disconnected and abandoned pipe openings sealed
The contents of all Tanks shall be removed and disposed W by a licensed septic proresaronal
• Tanks shall be crushed siturd. or removed
-A septic system abandonment notification shall be submitted to the appropriate kcal governmental one
WARNINGH
SEPTIC, PUMP, AND OTHER TREATMENT TANKS MAY CONTAIN LETHAL GASSES ANDIOR INSUFFICIENT OXYGEN
00 NOT ENTER A SEPTIC TANK, PUMP TANK, OR OTHER TREATMENT COMPONENT UNDER ANY
CIRCUMSTANCES DEATH MAY RESULT RESCUE OF A PERSON FROM THE INTERIOR OF A TANK MAY BE
DIFFICULT OR IMPOSSIBLE ALWAYS CONSULT A LICENSED SEPTIC PROFESSIONAL BEFORE DOING ANY WORK
System Design Summary
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me,m�arls .•x< w.'mum Casial IMAGE.SEE Gamucarm <mnm,ngt.r Anne, un. Y uery mm
Gal uunmaneee xd.[tarrry AGG GuIcar, mmp TME,x ten WAM)
Mi Tli ANSI Minimum
mm Came Mf All Opury A,m r'wf• r AliSian High Greg Nnm•Yw
DIFIRSOUTIONAREA
(AnDen[mwder ,AIl munmgmrc. amrnnlesMa twm.i
112
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WE CEREGAMI
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AM gram A
tic
[averxunmg unit mwma,iw Or awgauoel vllu,,0.a®- xot NoAlAAG, .4v
Or L, In ytu mueo,mmgrl galume Al Farmv mmyun the Samurai dm
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Mound Design Worksheet
Design flow 6W GPD
snit Wading Rate. 040 GPDr«'
Depth to Limiting Co
q cone¢wm 3.2 « �<-_--
Percent Land Slow 6 x
Design Media Loading Rate I.0 GPD/ft°
600 END = 1 0 GPD/R' - 60C) f['
If a larger alspewl media area is aeirae, enter size fit
A. select Dispersal Bea Moth (A). 10 0 it on,t naea roller
Linear Wading Rate = Bed Width X Design Media Loading Rate
10 it 10 GPD/«'- 100 gal/R [omexcrea iaemi
B. Minimum Dliperul Bed Length (B) - Drspersal Bed Area I Bed Width
600 1l' - 100 it - 600 it
Pock Media Depth Below Distribution Pipe
DW It (inhuman return quemma found on iaune Mutenm poll
I. Select Dispersal Media
n. Enter the Component Length it Wt@M1 ft Depth
_
IN. Number of Components Per Row- Bed Length I Component Length 1Round up)
in r ft components per row
iv Actual Bed Length - Number of Components per law X Component Length
perrow X - ft = - it
V. Number of Rows= Bea Width - Component Moth
it, «- most admit Mme m it, ten awe.
n. Total Number of Components = Components Per Row X Number of Rows
- - Components
Ppea
V.
fill Limp" KNOW upsuge Edge (0) - 3 reef Word to Limiting Condition (6-Min)
30 it 31 rt - 05 It Demp sand Lin laptlaap
in
a.
Fill war, Below Wxnzlcge FBI (E) - laded Width x UN Slate r 1wi, -V
100 fix 60 A r IW- 600 In - IC2 in
F.
DIYrIlwlbn Cell Depth Ni-S- NwnNal pipe Star of JhWWtM tateral !rr/a9pweopWtnl
800 In . 125 in - 925 In Mi rye see"lured or hero dent
G.
Corer Material Rain at Cell Edars (G)' 6 00 In a6 nln I
N.
Coder Material Depth at Cell Center IN) 12.00 In Ix 12 Min
I.
downstate Width IN - IF r F. G) x (horizontal gradient) x Wwnslape Connection Factor
237 /t x 3.00 x 122 - BIC it Or 15
It
J.
Uglrye Width C) - ID r F. G] x (hchuronlal gradient) x UpYope CorreRlm Factor
1n fi x 300 fi x aas It 4Sit
Downstate Conectlm Factor 1.22
Upstate Correction Factor: 085
EIMNoar Nnnamtal Gradient: 300 rw.+rr l e m 4 of
K.
EMslope Width at - ID • E) a 2]. F. N x Endsto a Nmlmntal Gradient
1920 In -2. 925 In 12W in 12x 30 it
]] It
L.
Maund Cength (L) - Endslope Berm Width . Bed Length • Endstope Berm Wtdm
7.7 it . 600 n )J ft - 75.4 n
W.MJund
Width (W) - Downstate Eerm Width . Bed Width . UpCorml Berm Width
150 II . 100 it. 45 II - 295 1t
Verifiotion of Minimum geeulred SamilA
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�Ip l�ngjljgj=Ba11.11 MIN" 15W it! 16vn =G19-btlq mall
t00 fix( 100 It . 150 It I- 15W ftr
L�Yj�I1 -BxW MINIMUM -nm iAll n-GPo-IM'latel
It x fit
MOUND DIMENSIONS
r -
cips
pipes
r
A o K
W D O F
�__ _ __ _ __ _____ --
L
L
A 10.0 It P 9.3 In l 45 ft
B 60.o It L 60 in K TJ it
D 60 In H I20 in L 754 ft
E 03 In I 150 it W 295 ft
Ohs Pipes 111ION of B) 6 0 R Ahm Ption Width (A,I) 25.0 It
DISTRIBUTI0N AREA CR055-SECTION
SEED
nvear IPSP W�9
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I0IW ---/ a9 Pwun To PI.NCIN0=AN0
OBSERVATION PIPE DETAIL
SereSASPew niuref yrva
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_ IOP wmvTOP OfPPA TO laminas an'
Pressure Distribution Design
Media eea width 10 It Needed ter inMn Tape w
,mnlman euneoatn,nM rn sntwlme ytlMnlnP wqu al•)1.1111aa zwn 111uM w1
II le al l 31•1. d 1 WW'I a bti
Mprcr Sealy of Lowela w+wl laterals oars a• I,.. Ann a x.m a n.wr•I
We l,te•al Sp`")S it On alelal Se"ieves"I if
We hearAi l[ngth70 It Onifir period UanHel L. lsu if
XKI MIke Spurred l0 It y yy Or'. yzin 1. u man,
Ylat Orifice 0lametn She 1116 rar)tm mw ee ae'bax Fwnrtrrwy�
Lateral trngm. (All Ned
tgth xreet)'nuazma,
60 Slt I I Se 0 it
Number N finely Spaces• Lateral Air Orifice Spacing Orf drvrn to the rcnnt' seen numpnl
Sd It 1 S it 19 Spaces
orinm per L,Rral, Number M Orifice Spaaaa
19 Spaces • 1 20 Or Per amral
Total Humber of 01• Numpr, of Oci per Lateral a Humber of ataals
E0 Onfacespv Lateral % I aUrals M That OM....
Reammlerta Lapin 0emitr IS - n lf' per wip,G tnna.¢ed 12j
been assets• i Area• Tend Nurt6er a Orllkes been, We, 9Wv 0 At Green)
MO 11' ♦ 60 0^Otts 100 11'/0nee
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page 9
Pressure Distribution Design
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Dlslnpulkn plplM LbulY Ytlure MistlraueT 0.01,1 WHO,sHt
vdurc Ol wavlwlim plgnv � l+a ta<..a1ax Lzlttd Lt.�yln x LIMN vamlre per rood npinvl
l x 500 it x 00N ry -11 1 Gallma
Wnlmum DeOserml Vdume, Vdume W wsln nim Rpin9 x 5
pals x 5 - 55 ) Gallons
PRESSURE DISTRIBUTION LITERAL LAYOUT
p 580 it x 3.0 it 5
35 It
P/Z R %R —it V
8116 in
NanI1dU Length ] 0 it Nam(dd DlamRer I
U4 In
latera101ameter 1 114 in
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Pump Selection
OD Mori
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q.rven �o va•,nwwnew�rPw,nn..aw pawn (1o.n®w)
q„awer„n
On" nor comfort off ion r.e,oe,..
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.....,...,
negwnwr Mold LOU it
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1G
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gth 20 it
Fwemem FMrion w,-Friaw Lm, in P,wm Ni nor FT ofwm e,pnmome .e) X Foraw men ain
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tormentor, Friction Lino, nee I,
Lori from .oegno:on molO a mwnwye onto ... uw mane on, if
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need/e5-E15%niroof P,Xoh)
FertemelnLm9q M1 i5�[Wlwlmt qp Lany)q U w Lorimar moom
One
[r.ruw gXe,awe. garounm Hi Lots . Mold, Mead Lo, Fweema,n FnnLn Lm,. iw, on.mre xw"M)
„a.Lx,e,ecuawan..we wrnww„ 40.0 qw 11.9
Tom
wmweM oqw.) ww Fws
Fwwxowwr i. cor,w rte)
Uv�aa:.-a
Demand Dose Pump Tank
w api
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CTICWOW to co„Pa"maa an e. l.�,FOOD That It NOT ..r ..i.,rFT,,,,� .D.aai,..
o.mo,.ata„. .:.r. a.<.w.i.c of of IS
_ONOW
of am am Mw. rTOWS . Tana Caw, Phr of ,..1,1.,..................„mum
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TANK SPECIFICATIONS
Minimum Mal -6mtlrts, vianmumol-$feet(unless speared by manufactmel
All manMk inns Nall trend a,,N above final grade
Ithe blank ¢Within 3 feel of final gradeJnsulate the lid to an R Value of 10
puick dlsmnnect park, lock) reachable from final grade tM mNes mas(reou,rt for pump installations
Ifmicro.m will have a'1- Hook' assemoly, doll a weeo hole an the boot
I��I BJdmg sewer No WN keep 3(Let 4etween 05's, maintain (inch m8feet ll%) slope, meal( teachers at the
building connection and every 100 feet at a minimum
Insulate budding sewer if less than 2feet from final grade and under all high traffic areas (driveways etc(
103 00
98.75
I rcavrtimuwe 41
950
fP1200/800—MR
TANK G F IFI ATONP
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it
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WAS AN an MAN AS
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an Contra, AS mi
w r�IYY� Form
MUSANAVED TAWS
FOR VvAw TAWS CONTACT NASM Tor
•r ROD APPROVAL
wee 13
Mound Materials Estimate
•18AL9iY:i'flock eam PM WwnO.om a um. rryl
.nx wit x d it
and
dmd. hrwnrare'Ia.,amar rere.
0 n
20 4
or
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26 5
or
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a•w.wm�—.rn
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VWw.uu,wnaa ....are rae NPrn.e.d run. Nednrn=.w.rar
n'
yrlw. vemm. uPdOB@svmhelver. dmdPe.Idd. erare.era I, v-md.feet
n1 4 ft x 45 x wo I•z.
191 3
P,
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XXXII ,,Xh 'ItImfim PurpvN mry fMalmmtmol esnman:aWd N eerMeW by rN quwv/duulln^
Page 14
r..bm=la o.wmr.mdrnPmmr.. SOIL EVALUATION REPORT Pap, L a 3
GFircnd BeYrymO auibYy
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noDpoavanr ofCamrrwu is an equala,,mc prarlEUW employer, if you none u xx lugreen UMae of
need mbentl v an alnmam foranol please contact ILo department at 408Q66 3151 or M0088d1-8111.
ppe 16
PLOT PLAN
Scale 1'=50'
Page S of 3
mk -0a
UNE '
VuOT 8LE Rt�tl Dr / V -GRrroN
Lai 9
1
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4-25-021
715-423-0165 220254
CST Signature
Date
Telephone Ila. CST No.
JokgNU.
ST. CROM COUNTY
SEPTIC TANK MAENUENANCE AGREEMENT
AND
OWNERSHIP CERTIFICATION FORM
Ow a,E;m,ef G'('Ai9 TAY Iye,
Multvg Addr 566- N Lk CK STreAl pR�)Ye'�- FA"5 I,IT Sy62d
Properly Andreas 359 old CeNe�U`/ RoaD
IVmfiatnorepmrM him Plemnrg8 BfkWrauLnt Apsommul
City/Sole RIYCe FA115 Parcel ldesnffficatton Number 0aa'I04;k— 1O— 1C0
LEGAL DESCRIPTION Q
Property Location �'/.NL�r�- Y., See '� �E,, T �N R_ZYW, Town of K�pN Ie KiDOrL
Subdivision Plat. ,Latk y
Certltled Survey Map N _ �T_ t-fS $ O�� a0O3 , Vollune _ , Pe fe H
Warranty Deed N
spec bauee Oyuyyo
(before 200])Voltuve , Page 4
Lot lines rdmtidebb�yaOno
SYSTEM MAINTENANCE AND OWNER CERTIFICATION
Impeger on AM nummnanee of year "Mhe system wind rvylt in to prertuwe fall we to Nil wwmn Poster
eofPunynria wl
taw the zPnc nnk cvvythre Ynra or rcr.'frav'Ecd.geLaevud pump,. Wyou Pmmo
me eyrem tan Rowl the: Nnlum of NO repne Ivvk as a normal Note to We Assume dupul synem Ounef msonal
mpawahlim art prtiNd in gsPS 383 52(p aim Cluster 12-St Croix Coady Amory nedwrce
wrcr AM by a mare PlumM la'netynun Plumber, reserved uumbef or a lK� Oeppoorest,i acmrficn ion loon alle by the
P AMto, a.en(If Imme It DlMhe w ou
evdNPmYsa�hadue ainPryeaaPennrycoMruan utltw 121aM ittGentm uW punipiN Irfm[ewry),IM ogle lank i.
1cv thin IA Tull alnMp
IMe, the uMmmyd Were read tlu above rpuverrmts nM at to aminwn rh al smaller dipcul eyettm wiN tad
smMaNe sit too. hemp, u act by the CeMrunenl afSafM red Immosoml ouvwet uW are UePenmem of Natural ammo..
Sure of Kiuemm Ilmr! alion i3oa l your "is system has heen orsous rcd mwm be Caledonia AM muowl W by SL Coma
Cwnry Plerl A Lenmg f nmenm wool,)0 do" aftne arms year "formula date
V"arate der all Smemmucn my farmao mole mrM bin ofmy(ourkn,wlydge ✓we eMue lleoLnerlrl ormhe
Property dwcnbntl above, by virtue of wy(anmy deN rewNM in a scour of Deeds Omn
Number of Immoral -
s� �91J�
SIGNATUREO AP (CANTS)
ST DATE
•••Anymfarwoon that is mnnpracMM my resultm the sanitary senior beingmomd by the Planning "tuns;Dprorse m.••
belMe with ton What" r moordM wamnry deed food the amumr of Deeds st AM a entry ofNe cenfal survey i d
stfonve ter nude in the "no my died
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CERTIFIED SURVEY MAP
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TAY RRESIDENCE__
DEPARTMENTEE
REPORT ON SOIL BORINGS AND SAFETY& BU I WINGS
INDUSTgY,
DIVISION
LABOR AND
PERCOLATION TESTS (115) PO BOX ]969
HUMAN RELATIONS
MADISON, WI EDICT
(III O (Chaptert.W51
SECTION
♦LOCATIOI14,rI'
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NwTHEtiS ISIIItl �m
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PROFILE DESCRIPTIONS�RINX
TOTAL
DONATION
EIRINCHES
CHARACTER OF DIAL WITH THICKNESS COLORr TUI AND DEPTH
VANDEEe
DELTA IN,
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PLOT N. SAME ELEVEN' It n,mBOen 'It' II bonompi III HAD cirretwors If WAVAN WAIT Ifeell FISH, IIA. In darseven Downho � SAN TAN TAKE
SYSTEM ELEVATION
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WERE COMPLETED ON
NUMBER [x1e0riene0
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