HomeMy WebLinkAbout042-1098-10-020ne PRIVATE SEWAGE SYSTEM
e [Il All INSPECTION REPORT
:FUEL INFORMATION (ATTACH TO PERMIT)
TANK SETBACK INFORMATION
TANRTO
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PUMPISIPHON INFORMATION
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SYSTEM OWNER. V3't I'4
1.6ep1ic Mnk, eRluenl (aIDr an3 �' � W/ .;.w,V 49['X.,1�
ahpermi reo mull be xmteo �melnlanW r
ee car ma�ese.mmme. pmmhea ov pn,moer.
s6o-69s (x Ian)
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DIVISION OF INDUSTRY SERVICES
3824 CREEI(SIDE LN
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August 09, 2018
CUSTID No. 224059 ATEL POWTS frPos r
KFITH E STONER ZONING OFFICE
KEITH STONER SOIL TESTING SANITARY DESIGN ST CROIX COUNTY SPIA
23220 WOODCREEK RD 1101 CANMICHAEL RD
SIREN WI 548728728 HUDSON WI 34016-7708
CONDITIONAL APPROVAL Identification Numbers
PLAN APPROVAL EXPIRES: RB/086020 Transaction IN No. 3133449
Site ID No. $517"
SITE: Pleau must to WJI idenliricatlon nmoers,
Ibrke above, in all correspondence with the Sts
1387 70TH Act
)
m
TownofWomen NC
St Croix Cory Co vaosl
NEIcT NEI/4, 535, T29N, RIB` OF
FOR: Z
ObJeUType'. POWfS Component Manual ReyulmWiNamec DNo.1797631 QE�C.$$)
Mamearrncerequlmd; Replawmentsystem; 6000PDPlowm¢: SOtemUF Mound Component Manual -Ver 0 OF\
SBD-10691 P IN 01/01, R. 10/I2), EIBnmt Filter . ngsoH
The submittal dem3W above has been reviewed 6r conformance with applicable Wisconsin Administrative Career
and Wisconsin Statutes. The seasonal has been CONDITIONALLY APPROVED. This system Is to be musln!gPe
and III in accordance with the railroad approved plans and with any component mmual(s) re%reneed above
-
The owner, as defined In chapter 10101(I0), selsmnsin Smwes, is responsible for compliance with all code
requirements
No person may engage in or work at plumbing in the slate unless licensed to do or by the Dopomnent per s.145 06,
suits.
The folio,la
• This system istobeconstrue" and located in accordance with the approved plans, and the Mound
Component Manual for Private Draw Wanewater Systems Version 2 0" SBD 10691-P CS 01/01)
This system k to be cemtructed and Iaateed in acrordvnce with the approved plans and with due
"Pressure Distribution Component Manual for Private Onsite Waseemer Treatment Systems Version 2Or
SB0.10706P Can 1101)
• Any tall forever leaves and shrubs shall be Out short and removed prior try tilling the massive for
nallation to prevent maning umer me dispersal ama.
Prior to construction of the dispersal area, cheek the moisture mmmt Of the soil to a depth of inches.
Smearing and compaGing of wet sail will turns In redming the infificallon capacity of me soil. Proper sail
rescue an be determined by rAlinp a wil sample accurate the M1mds. If Noll, into a 1/4- inch
wire, content e, the siteis Or wu to prepare. If It crumbles. site preparation can proceed lithe site is too wet to
param, do not proceed mdl It dries.
• Abandon the existing system components per SIRS 383.33
• Elmaricm connections shall comply with SPS 316.300 and NEC 300
• All piping shall conform to SPS Table 384.30-3 and SPS Tals 84}0.5
• Insulate building we, s beyond 30 feet per SPS 382.30 O OR)
all HEAVNrn Eic2 A/BROa
As always good workmanship and attention to detail during the installation process is critical In
sanity inga find product that will perform as designed.
A copy of the approved plans, specifiwtionsand this letter shall be on site during construction and opm to
Inspection by authorized representatives of the Oepartmen4 Mach may include local inspectors. All permits
required by the state or the local munluryhp-shall be occurred! prier to commencement of
commctiommsmllanonloperaoon.
in grnfing this approval the Division of industry Services reserves the right to regmte changes or additions should
conditions ease making them recession bad code compliance As per immanent 101 12¢1 nothing mthis review
shall relieve the designer of the responsibility for deslgnmg a sak building.stmnure, or component.
loaulri is coreming this correspondence may w made to me at the telephone number listed below, or at the address
on this lalm head.
The above left addressee smil provice a copy of this [slier and the POWTS announcement plan to the Owner and any
others who are responsible for the installation, operation or maintenance of the POWTS.
Slmerely
Foe Rcquired5 450Ah
This Amoum W III Be Inwic¢d.
`���,",��/� WM1en You p¢ceive That lnvoi¢,
vie] terSpe `-� PlemnloGudee Copy WIN Yom
Razrewa,0715. Specialist, Division of min 3:30 Services Pa)enent 5ubmitlal.
traoswagn Mon-G, TIJO a.m.-J:30 p.m. WiSMARTeMe; )633
havu.wagn¢t@wi_gav
cc: Edwin ATaylor Wastewater Specialist. (715) 634-3484, khri 9 00 A.M. -430 P.M.
Walter Pco lle, Nechville Excavation ban (Plans Mailed I of
1RE DISTRIBUTION COMPONENT DESIGN
Residential Application
INDEX AND TITLE PAGE
Project Name: Clayton lbrke Replacement Mound
Umels Name: Clayon IM1rke
Omsk Address:
Ropeds W154023
Legal Oascnption: Pareilinthe NEll4-NE1I4Sec. 35T29N-R1BW
Township: Warren
Count': St Croix
Subdivision Name: Na
Lot Number: Na Black Number Na
Parcel I . Number: 042-1098-10U00
Plan Transaction Nil
Page
index and Me
Page
Data entry
Page
Mound drawings
rNAL�Y
Page
Lateral and dose tank
Pages
System maintenance sceclficadona
JVED
Page
Management and contingency play
�)VED
AND
Page
Pump curre and spmillrinkni
\AKl-S�EvRVICES
Page
Sanitary Plot Plan
DNST'RY SERVI(
Designer Keith E Steiner Nu
J \rPw,.0
Date: 0]N4/18 a '�•' ryS mber D¢eigrrer l5]5-00]
or eEnry l:.op eellumber'.
*? oeariE
Silicone nG,[,{�[{� 1 01575
Mound ComOoneM Manuel W POW PfldMGH
SSWMP Publication 96 real of Pmssurelogt lsH
Pms.ure olsmbutlw Component Manual Ver.
Version 7.01R. 0312012) Page 1 of 8
Mound and Pressure Distribution Component Design
Design Worksnect
site Information
(Ror C) R
Residential or commercial Design
NM Sam Anp�I all... evmrea
1W.00
Esnmatea Wastewater Fear (go)
Cl,lit �aaln-snuml��lmmna
e.SO
Peaking Factor (a g. 1.5=150%)
600.00
Design Film (di
T.00
Site Slope(%)
81.90
Contour Line Elevaecn(n)
36.00
Depth to Landing Factor (in)
BAB
Insilu Soil Appl'Ir'elgn Rate (glalHt')
Distribution Cell apparel
TSAO
Defflar l Cell Length Along Contour (n)= 6.00 Cell Width hm
1.00
DRuerell Cell Design Loading Rate (Bptltltr
1
Influent Wastewater Quality (I or 2) AreMelatemistheinghest nng
in the aismM1unon �J
Prnsure DlvNbutiod Informal IreWOM9 Enter Y or
(C or E)193
Cinder or End Manifold
Lateral Spacing Lp If N aM1Ove, enter the aendon (nfNumber
of Litras of01
Diameter(in)
E9rimated Outfits¢ Sending()= 10.W ft°/orlfiteForcemain
Diameter (in)
For�main Length (a) Does the forcemain drain diPump
Tank Usual ftp Enter Y or
a 26 9ygem Head (n) x 1.3
4 551 Vertical Liry(n)
464Full Was di
UAU
In -line Finer Loss Total Dmad (n)
L J6aa
Lateral
DMmmr SebMion
in. ale
o eons
I mice
0.)6
100
125
15
2.00
300
x—A
Treatment Tank Infommtbn
120000 Se tic Tank Capacity (gal)
Wieser Concrete Manufacturer
32b
Forcemeat Chalnnelburn
Mail Volume (gal)
Minimum Woe Volume (gal)
System Demand hiring
q9
Mannnm
Dwlmlor Sa ectlpn
in. aia.
o one goice
Pt2s
z B0
3.00
Galk+nNnch Calcull (optional)
Total Tank Capacity (gal)
Total Working Liquid Depth (In)
gall (enter result,n toll Bag)
Dwe Tank Informal Effluent Finer Informal
li Dose Tank Cal (gal) Pd Lok Filter Manufacturer
2224 Dose Tank Volume paY PL-525 Filler Mosel Number
whodu Concrete Manufacturer
Project: Clayton made Replacement Mound Page d of 8
Mound Plan and Cross Section Views
Mound Component Dimensions
D 70
Dm G Peer
1950X ¢exreJ lion m'S.P]R W .'S
60000(R') Decimal Cell Area ts0o 00 di asaal Nee available
8 00 (gpolR) Linear Leading Rate 1 ].50 (R)1110 B Obe. Pipe Placement
0911 L ound Cross section Vim
AggregateDis11 persal AreaG nbM1etl Gratle 10013 fll
GI
95a31 )Landrl Invent
9d33 )•_ o
OpeaRI�
aElevaM1Gn D
. s.. 1
yh ','' An
a 9 50 (k)COMour Elevatlon
]o Site scope
GeWea9le Fabnc Cover
Shading Key g $ DisposalCall See to rat de son
10_TP ICap y LSfl PeCeObrnumoer ciu
0 5 bSOI Cap s ads sunning of lateral,
ASTM C335actl �; t7 � tetereleer, equally
�QT'll tlL yar OSX rt IL F sparred from the
0
tlmt,buton^NI5 ; consomme be
�A na dl¢Nbutlan Pill pm}
project Claylon lhrke Replacement Mound Psi 8
Center Connection Lateral Layout Diagram
w,wR N.e.a�rwaw T
«r «le«u kx—e� w«aaaamra..««a«uww a
eanmasow«erM««w mWe mmNW vaM Wlt
taerb6}or®rnM� Sce MI PVC«r SPS iMaeryl6
Number of Laterals
Lammi Diameter
Lateral LenI(P)
tateull Spacing (S)
Lateral Flow Rate
System Flow Rate
TORT Dynamic Head
0
Orlfse Diameter
Orif aSpacing(%)
ft Onfice Density
Onkes Der LateralAftlead
gpm Menibld LennoIt
plum Manifold Diameterin
a Forcumain Velocity
0188
In
r IOMIre
150m
253It
3699It
4.00
983
39.32
844
Dose Tank Information Immp w+er.mn«mma
trEel�s119MeM lkrkine awlm and
nI�
Eleuldaleade"NEL3na e�q —� I� SP50189W Wae Il. �i'� 141n. min,
Tank mmponvala poll vamM
bmnm
WieserGoncrete
Manufactut
canons
gellincn
Ce 80064
volume z4 4
Dimension
Inches
Gallons
q
1883
41010
B
00
48
C
311
7058
D
1200
Talal
3800
Bo084
Him taI
1rt n2 In.
I e add d� d er.®
C ' mmoonetration
fi n
Alarm ManuafacNrer SJE Rhombus Note'. Switches
Alarm Model Number lank Alen l cadmium mercury,
may not be used In
Pump ManulacWrtt Libe the system.
Pump Model Number 2UUI
Pump Must Deliver 3932 gpm at 844 It TDN
Project Clayton lhrke Replacement Mound Page4ol 8
Mound Stepping Maintenance d Operaflon Spencificallicade
Service Providers Name I Powers Samtatnn PMne 713246-5738
POWTS Regulalefs Name SL Croix Coun Zonin Phone ]i S308-0600
rumment Few and Wad paramagnets
Design Flow Peak fi00 go Maximum Influent Pumps Sim 118 in
Estimated Flow AVereagel 400 19W Maximum SODS 220 mg2
Septic Tank Caprd 12oo gal Maximum TSS 150 mi
Soil Absorption Component Size 80o flr Maximum FOG 30 mgR
Type of Wastewater WmIc Maximum Fecal Coliban 10E4 cN/100 mL
Septic and Pump Tank
Effluent Filter
Pump and Demands
Alarm
Pressure System
Mountl
Other
Service Timm nnc r
Ina act antl/or seMce yver, 3 vergers
Bhoultl In ed antl once
Mleas[once eve 3 ens
Teat onceeve 3
Snoultl pearm ars
Lalerela should be noshes and re ore leamd eve is am
Ins c11or 0ntlin anb see once ev 3
MlgdcWlarddoum Construction and Magnitude SW WgMs
1. Observation pipes are slated and materials conform to Table BPS 384.30-1 have a watetlght rap,
and are secured in as shown in the Mound component manual.
3. All gra�l celtl pressure
a conforms to BPS 384.30 (6)(1), WIs. Man Cable
gravity an piping materials conform to the requirements 1n BPS 384, Man Amp Code.
4. Things of the Easel area Is accomplished with a mad board or chisel now
5. The mound structure and other disturbed areas writ be seetlet and mulched to prevent 8011 erosion
and help reduce most penetration.
Label Turn -up Detail
Finished ............M45
........
Grace V
6-0" Diameter LawnThreaded Cleanout
Sprinkler Valve BoxPlug or Ball Valve
Distribution
�ag Swarm 90 or Two
Degree Bends Same
Diameter as Lateral
Prolae. German hill Replacement Mound Page 5 of 8
Mound System Management Plan
Pureu.m W Sme Gill We, At code
m®,vacem yl,n ce Marabam accoh ,ASPS 39341 wu. At code, and sn.0 nownt In ara nM Me m'mmmnWt
n.m IS& lW l-P w.Otro)6 SSWmP P,N"Mn 95(01e1),, III... oMnNtl,,(empenemm.nwl ver. z 0 FUND IMMUP do
aryl ad okn penmm�g m Pammmalnbnan«,M mamwn.n«rmmm�g.
red 1, IF pump OF smme.namm�a III may be preaem mncede Spot ranle oem.
015 MM mpleok WaWont Wax ell bet n Mound enter with FURS 333. 33, WE Pam. That when No tank, am noNOW Mind Up
POtNm&oomporme,
used M mmnm end ekneaament& llN sea exMNMmmm the CO �s mMNIM nYoxrneosena swname./u'm«openA
prams anemeaunaoun4 ANOUPI
.0 pnmmuuremuatce legema. Fimosn eaesaorenbpsgrtnab��hen Bknme, In elamn,r.nalee«mrea been enmla=bauq
aPgm m pmmM bPeam,l or MaUt4bme eby Ines a tank ar mmparmm.
Mang
Theof me, snail Le mamblmel 4 an amlanel Ml to earl«mini MUM under a. 201Ja, sub. The wmenm a me v Ic
OF all be elep Wampomaen® wen NP 113, W.Ham CUe The *per" ro 1W, 0r Me Wino x and PUMP new shall
«sM at wait ones every 3 "am by lrcpeNon.
The Melfilbrahell W At an nammry p=naum pmper operation. The New wM &MUM Me be mamma unk1IPMIe'
Yak that I Id es b off me filut"an mmwed/mm meMowre. / tax 9 h equipped win M Plano rM
ilamm.ne wummmd Othe elmnb eNlMwl mminwn.N. lm,mmremnlmr,orals may lmlram surge M or en lmMWIM wndnuona
.brm.
npadt mm,, M n the volume of Fky and tank e,«W51n Melquled volume m the
tank ?MlM mnunm PUT Me ran kerend rammed at the MUM 0 a triennia l amesament amenanm PlIMll Intl ON" ine MUM' IF
when = May m� nMds Up USperfoperformedWa=m wa
exd to ms,bll lFlose maximum mum and aI u May
eaaaabn of bbWPsl or Temul,ddlllss to annanw mph, Walk pedoimanceb ynotal mipubM.M ,f 1lsW Paget
Preen they shell be e{91wee N, ma, tank We Is hmP ,"Mt m Chyrr"M
Pumdl
ThePmpmmnWran k shall lnepalN at lives[ Ones Par 3 Were PO mn ft,,mnm. and pumps shau Us teems to sarM proper
opmalnn. Man eflluem Mlkrle mNll mmme Pink hell «m,penea and mNr as na®asary.
,swum
NOlmmorshmbsMwleb=ganMtonmemueea l+ atM mouM'srenmmPir, anathe mwla WLba
muM=e m W®Oy10 Pmwmeroaon and to prwae$0 0PIMOIlonimmfmP penNIt'll TM mlheruenwr
maxam amNnlenMol on In, mound b IN remmrrena=a.m«.M mmpamPn may ender mama cl MminnhrPlva mane«wmb an
mound and sever, �padiw In the wlnbrwllpromcmfmst««balran. both we rinNllaM0ne(0m r+abm,q) al that the
imul x«viry mulcbe as prtbr3on Ham neeang,
Ti uaITyM ...d,a Mrt n 220myLSO0y 150 rrgrLTSS, arm bmyL FOGbrseMlcunk NmremarW
O myLTSS 10 ML FOG, AM 10"Cht Ml hVhNt CeMuent IMIueMflowm ,au®. ,mumdnen Ma
mMI Pbn. paa�m �n mere a l :Kbma,wpvaw win. flushing polbl Nthe end P.aan alu.l,and its lmaammanammnnm Wing tryillPressurenre enubmu
P:tolap=llmmatPomna„ikamt nn«anyWmanna rasa.med ON 1=mrbpgbrme 0 ad b m IMI, urin moralmil
ln.ulweuaebrmetenam«mmemg nw PesarraaeM Mom«ne.nangnmpnameumaam.m wamagmnmao
Whar this
o evirc@wunm m.dl.cema«Il.naubmaaM qr Pnrr.mpammg «repP�utm me am.r..,deny
LMab.Lom n b qne, esnsle.me ,..n mcenelna nvar.mlaanam rwalnrrg aeenia Panernom l�mge.m mmrmang.
bondnbnbv Pmn
Mma..pieslankorren of enmmpo«ma,dram. d./.nm. m. umr or mmpmemdada m MPNree or rrylaaa m«m m. damesm
pm�e I...nlgmmmon g task ,PUMP,nta parryFOfIN arm ores IN ea wayIrrvmeseaMNrveme eeMMreamponerifP,Hail be mrrNleley
m they mroundm wm.mmporcelof meets rep mceaameme.
ponemkllsm10¢ INI me IT to,
Mk mccurmage wnlawew m g ImIcenemart.«all wubrcp and ar
mq,sm remand b,mlemabtoeld Fall and Mph sand com�MMS as ema o«umm by Winacull to g the PimrgloM proper op ,bMm MHIM el
mands, and See Pines of They m,Farmenam, and blNM«number of murnbce l POWTS Wall ON send, Pmovlmr mmnlm.
That muMon and scxMab m men,naq=melt and matenmenaae fo� Mb,c Maalment drab IF dmMmm
units arc m.NN as sepal aommenls and am cwmNMl wn m me Al management ole o%omis nsmm.
Project'. Page 6 of 8
Py of B
IUheg'tyPnmps-
[290 Series 3/4 hp
Submersible Effluent Pump
!1l11lNlnllnnn
1!lln11111
111
un�il�Inoil
iinnn
nnlulglll�lnllllll
Illlllnnl11111
Ilnnnllllnlln
111l:�
:::alllll!
Ilnll
11��
1I_�1!!1,
Muam PER MUM
Soil Test Site Plan
For Clilytonlhrke
Parcel inthe NE114 -NEU4
Sec. 35 T29N-R18W
Tenn of warren - St. Croix Covnry
open Yard Slope
Propaeedappra, loAcra
Proposed8's 95'Mowd Dispersal Cell located
along the 9750'Conmw ola System Plot. of9833'
Edge ofFied
a
➢ropprtd<" gak 40 PVC Bldg Sewer
WLP1100/800.MR Comhini FNN 1387
Flni ]WhAve.
6
]% ABM p2
L a WELL
Prepmedi"
Sm 40 PV-
£M
0 1600' 17 0'
a
Nearest Plopeny Line to Samnary System
Components would be 70td Ave
1Ok�Gmge5lab of fheSW Corner
* ®P-Same ElmAtIo, data
easo MVV.-1an.ro' Pool se Tum, Elev. =98.2P
Glade at popoaed bldg. mole= I00.50'
Proposed Sewage Ejection Pit in Banmest
A"gl- Ranom fHowe Siding MW Comer Elev.-10203'
980, Four Bedroom Hot.
Apron ® Storing Septic Tank
9150'
nags Ja
GL of701h Ave.
1e B(dg, Sewer per SPS3B230(IIJ(eJ
DrvWell
® Marry Fan, Ow Rudeness
L/
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m d6 sevmds SOIL EVALUATION REPORT x
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Soil Test Site Plan
Parcel inthe NE114-NE114
Sec 35 T29N-RIBW
Town of Warren -St. Croix County
0 As At
C/L a/l0/h Ave.
a
Coo....
�(+'p lOfiAve.
a
�ep Q
Open Yard Slope /7% WWII NI
Proppeed rgaprox. (OAnee
42
atninhun
l.
Bgf
jPraposdCmnbo
WELL
Tmik -9822'
Chi(dremaandbax wdp�
apecon
saea
Edge fPw1le xa 9800' FourBe960,900,mso'APmnExminSNPareet Property Dnem Swimrtinmo e
Componea1VIwddbe70h Ave.
Elevation DAM
D Well
M BA Garage Slat At We SW Comer ABI-96.)S �'
B=-
HR!-Same Bel%.AY ® Vow, Farm Ou( Bwldinpn
A42.2
Poxised Bose Wine
Elev.<9A II' Ems/
-Buekhce pp Proryutl Pixone EjctorP p
Proposed Sewage Ejector Pit is Basement y ✓rme dOfh, 2018
�BM#2-Hotrom of Howe 5idtir%NW Comer £lev.=/OdOt' 60nn CBIM2tIB59
ST. CROIX COUNTY
SEPTIC TNK P4A"NTERANCE AGREEMENT
AND
OWTsEILl'RIP CERTIFICATION FORM
owtedartyel
plastic, Aadrras /387 9o`R A,1,g. AeP,�-tof cs: sv��3
Propert, Admeas Of
(Vorifiraeoo required from Planaing se Lapdog Jepsrwam lot new comsmucnon]
Cris State_ /Q a,&eW; TqO Passel ldedtifmticu Number_ 042-1 4s98—late ever
LEGAL DESCMPTIONt
Proper[)-Lodauou a ,
HE Y,Sao
Ilp
,T?9
NR18
Rs, Thom al'
L.]
Cm tubed Stmwry Map 9 104,1913 Volume Ye Page: 444a
Karraup Dodd 106290 __ (before 2007)Volume aC ,Paged �+
Spec home ]v¢guo Lot lines Identifiable A11 f 10
SYSTEM MAINTENASCE AND OWNER CERTIFICATION
lmpmpmu.¢ wdmaieumence DQwt xp[ierys9m weld reetiltin ire piomatw'e fapwt m h®tile waa¢.c Proper
moreduchic s of pamperer out Ne septic tine every Imes years or treatif needed, or a frustrated pump, colt[you put her
she cistern an affair the mi of (he sepor, pard as a remainder some se, thex,V afsposai sysmm Drop,mamemaua
nab➢ia om specified as§SP5. i8l 5R(1) card in Cbapor 12 St Crops Cmmry Sanrory Ordmmce.
Re Dropems ouvsagree to submit to Si Cmu CDmry Plamltrm d Prone Department a car cliname Super, s•!®ad by the
and byam V,matue,Jaramount pfmmbe, scattered plembe, t ¢loomed pamper d arme erg too(1)me or
o; dupaaf same, amproper Dpearema, condition xes, or(_') after mrate am and pamper, 6f mwesmy} me septic was is
lesemn 13 N1 asaladge
In•.ti me misnomer bar, roadme obmw mgvwmene and amtee N maertato the private sewage disposal assume with the
timbres susarms, huain,asetbytheDepaNnentof Safety Are Pmfessrrwl Services and me Department of Normal Remurte5,
Sam of Wisconsin. Cerifimuiotr smfinz shut wmsspite rystem has base remembeed must be completed and ordered to to St Croix
Crump %¢mug hZDuug Depanmem wifim 30 bars arms those war expiration date
Vxe ceaify that all smtmuemi on his farm me the t, due but ofadour ads, rob, I we am/are the rwrhe) of me
cropetiy desmawl share, or. vlease of warrmm deed reriled in RaijNrof Deeds Office
Number of bedrooms_
_ 8;n )it
"SpCiessaTURE OF APPLIC4NT(S) DATE
*' Val "research Nut is Majose uemted mar result er the sa orbs rotor Its=teroked by the PlmmidS as Zotwg mma rm,l: s*
Include 11L me application a rewNed warenry deed from the Register of Deeds Office and a cop, ofthe "soared more map if
,efe.nce is mass In me mirrors deed
(REV. 0LII1