Flora N 3712 Waste Oil Storage Bldg
SPOKANE COUNTY DEPARTMENT OF BUILDING AND SAFETY
NORl"N 811 JEFFERSON
SPOKANE, WASHINGTON 99260
(509) 456-3675
I certity that I have examined this permit and st.3te th,d the infotrrat,or, contair►ecJ m i! ac,1 submitted by me or my agent to comoile said permit i5 true and correc.t In
addition. I have read and understand the INSPECTION REOUIREti1ENTSiNOTICE provisicx►s io;.lucied hetoin and agree to comply with same All provisions ol laws and
crclinances governing this type of work will be complied vnth whc.~ther 5pecifimed ►xerein or not. I urxfersland that the issuance of this permit and arry subsequent lnspeCtm
approvals or Certi(iCates o( Occupancy shall not be construed to give aulhority to violale or cancel the provisions of arry state or local law regulatfng cofutruction, a as a
warranty ot conformance with the provisions of arry state or bcal laws reyulatirg construclfon.
SIaNATURE OF APPLICATION
GWNER OR AGENT DATE
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BUILDING PE
RMIT APPLICATION WORKSHEET
PLEASE PRINT AND COIrYtPLETE ONLY THOSE PARTS OF THE FORM YOD UNDERSTANO
(!?lease return th(a origlnal and your building plens to tAe Depahment of 8ullding and Salety)
1 OWrret'e Neme past) (11rmt) ~ (m} OdpmYment IJse Oniy
W CL ST 1a S E ~ J fC~ . PM - Comm
2 PMecx`Addres4,(not Malling Adaresa)'o Rcad,Nart►e Space Lp ►-c, r- up~A -tzr~ 199R. I ~
3 GttylCorttmumity Stste Subdivl6ionlPlat Name
gs;lrv 1e~A WA -t",Z^c:r -70 -K-,C~cr K(0 -5ItAZIa, ~tEt> "TtLA
1 As,satapr P~roel No Lot 8#cclc
~ a~~ ~~Z r•* DEPAFYTMENT USE ONLY 4• t ~
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5 Sk Code Zone Act ' N Z,cne ProJect No
_ =14e. RZ.
8 OweN• No of'6Wldings 9q ,FI /ACts- Oepth Franlage
- Z?j 00
7 Sei Bock-r-rom (lFS-t (R)s-2 4Rsar Otr}aus 7racI' Weoaule No ft~a ~
* 16 1ir+~'t116Cf Ftrtn NetT1B ; •
G Streel Address
K~eo_E~
1 -
Zp, Gy Stale Phone
99 2 i 9 v.14 G,1 ,
raneaN PlBrson ahone It airtere„tflnan anove
N r1 1;
Conlrector Flrm Name l Street Addreea
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Z1P City te PRdne
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Oontect P~aan Lioanae Phone If diflerent than above
1 1
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F 8 OwneilAgent (lf altferent 1 '01 above) Bualness AOGress
9 Zip Cdty State Phane
12 Rsv18w RoqWted P14n Chetk (YIN) (Y) N) SEPA Exempi (YIN) ~ Date
15 TVpB Watk )K Bfdg 0 MH New C~ Repldae 0 pth~
0 Fire G Demo f-i Ad0lAlter 0 Move _
14 Oescr(be Work -p
\#I Af..TF, U~L ~CORnG-1e P~-b~1 • ~\X
,
10 A~1iCent N8m8 Stree1 Address
11 Zip City State Phone
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Lender Street Address •
ZIP t City State ',PAone
' ( 1
Co^tect Person Phone tl d(fterent than above
, AQdltionallnformatlon
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~ DEPARTMENT APPROVALS
~
This is not-a Permi't
Applicatlon Type
(StaRdard-unless (lndicated approvals required In either llrelease"~ar "retease with aonditlons'
otherwise indicated) $paoeiprior to permit issuance ) Fast Track R~~~B~
~ Early Sta~t Relme wicond 1 Hold 2
~ Envlronmentei Heelth D Commercial, ❑ Residenttai
W 1101 Caliege 'p New Ccnstructfon. Q Bldg'alterattonladclltton ~
Room 200 Q Additlonal,structure. APPLICATIONap
' ConditionslComments
~ -
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,V Pfanning/Zoning: 0 Cvmmercial. 0 Cert ot Exemptton, Q Frontage,
N 721 Jelferaon O Setbacks, O lot wYd, D lot size. 0 use/zone,
0 CU. variance, Zone change. shoreline, O fence.
D Other
ConditionslCommen`ts _
_ - ,
Eagtneers• O Commercial, Ci Restdential, D Flood Plain. ~
N 811 Jetfer,son 0 drain-age 0 new access/approach. D fence. -
D road,tmprovements
Condttions/Comments
~ L7 utuitlea•
N 811 Jefferson ,
Conditlons/Comments -
~ osher* Cet-rw.AL. rnFtTnijsIL. -c-,
~
Pisn Exem
Fire Prev. '
Conditlons/CoTments,
~ - -
ProJect Representative Telephorter
'Agenciea Performing Speciat Inspectlon
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1 tndkete above or ettach condlltone relative fo Ilnel ae bulll epprovel
2 Indleete abore or etteeh reasons tor hold
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iiLtlUF.S 1' MK tit h I.CN ULV IA I IOtv ~
KoAn NaMC 6ayliner Site _
bqlk. 11/26/85 ti. l'kk'/RiU/Pl 4T/Z.C. Na. ~ - , -
kEUk.tt •EL/:i C41 h. P1fU1 Lc; t' Vt1. _ _ - - - - - - - - - - - - - -
I)KUJE(: l T CZ i.b. Bayl i ner P1 ant- Constructi on_ PROJECT LIMiTS _ po-s ite_
EXFSTLNG CUm'!'l{1NS• PROPnSED IMYROVEMENT.
ROAll WIDTH _ - ~ - - - . . ~ - _ ~
ROAD SUKFACE - -
AVG. DAILX Tt~1f~~ IC _
Current Des Lgn Year
PRu.TEcT DESCRL l'TION _"208" _dra i naqe _bas i n wi thi n nqrth _1/4_Qf _t1ft-BdyLiner_ -P-jajit
site. _ _ - - - s -
DESCKI PTYUrv OF ST9NllAR0 tNVOLVEU -Reg,u? rement _that All ~Ci ~tRage _fram .i.mp~er~c.i4us--areas
_ _be treated-within sumps_per "208" desiQn.
pR4PdSE0 UL5 LGN DEV tATiON That the above basi n"0" be exc,]_~~d~frnm i-hi c rpnui rpmant
s i nce i t i s not traveTled-reQul aand i s techjLi cA_Uyi t
--does not -have a pavement af asphal t or concrete but r~ aai no to~rme-in in
i'ts naturaT stafe -or gravel l ed,
JUSTIh'ICATION _ - - - ~
-Tfie area represerits an i ns-i- ni fi cant area wi thi n-1he metronnl; ta n a red
Uvet'tfie aqui at a ft-Hough some improvements may be made-by_~wLl i.,r-atinn of_-gravel,
~-~eguTar veh-icu-Tar-travel`-or dai 1y use of the area wi I 1 contri bu.te.anars.is,~nifi.cant
--'qlli afiti`ty'of erivironmeritaTTy `ci"~i srupti ve or~ol l uti n~cherr~i flcarbons,
s&fits,'arid '/"or nifr'ates/nitrites. - The drainacp froRl t 1S site will be c_nntrn11 d
wi tnin an area -sui~ti~e i'or the first 5/1'lb i ncFi of rain for "20$'_ -trrA.tment __,A] so,
'I"M% df 'the ~-dra i ridg6wzTi--6e contr-ol 1 ed an s i tE withi n s tandarO irywoQ,1 s i a -so as
_ r~t-W7adverseTy impsct ~t,'Fe -Yajacent -!~Fainage basTr.___
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00
pE~ SF,y Submitted By - - - ---11-26-85
De ign Eng ne~ r Date
Mi chael L. Sens ke
43 . 77 ~
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S'1*,AN F KLCUMMLiVtlrl'I'LUNa llr 511;N, UEV lA 1'!UN
_ TB& _ A--J7`,A c H EA _ P LfltA- _I Xp I _CAT_ ES- - &Z= - .-~.8 i: fl_
JU-S E 10- - -A S ~t- S T4 RP1--bt F-- - - ARML4,_ "_i
S-MoALx= Ahl4AU L
~..41Uat~.sn/Ai_ ER, ---P-_4J&.KAO-A,-T?a -t4L_ _Atu
Appruved Nuc Approved RIE EMPLIOYED
_ ~ - _ - ~ - - _ ~
~ ~ ection ~ng neer Wt
t
~ ` " _ - - - - - - - - -
Approved Not Approved ~
, J
*ng I n ee Uate -
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Appruved Not Approv
_ XL
~ ' _f ce Engineer D%te
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S f-~o JC.-p o Pl:~-16-7--ZIih/4E~ 1,oc= 7'f~6 ll/•~~l6,P~L
~~t.,. ~'it.~►~~„-~r• i~ _ ~~~5 .~2~.C~~/~ rz~~, 8~....1~'? F/es.- t=~.e -
1 ~A&--.g~jal- laS. I~~c►. yl. _N_"f -rrJ2C 1, C?~ _ ~
&^to 4kujpb~,rr~ e,~
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A'~.=`geQ
Approved Not Approve& 12- f S
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a ~C ftVision-Engineer ~'Date ~
+
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Approved Not Approved _
~County iEngineer 'Date ^ F~
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F"9 TiriRL.FGRAPH a.l~~IGfV
S. C. S. TFR~55 METHOL1
DATE= 11/22185 DESZtaNER= C. NEL.Sfllq BfiSIIV A--ONSITE
E}ESCRI F+T Y ON= BA`ft.. I NER
SUBAREP! I = 1"6 ACRES :3UBAREA 3 F#LlIVDFF CURVE NUMEiER = 70
SUBAf~EA 2 = 4.68 ACRES SUBAREA 2 RUNaFF Cl.lF VE NUMBER = 98
TOTRL AREA = 6.28 A{CRES C431"IPOS I TE CURVE NUMBER ~ 90.87
FAS I N I NPLlT D ATW
F2A I IdFALL a 2 INCHEe
HYDRAUL IC LEN,.~TN ° 320 FEET
WATERSHED SLOPE = 2 PERCENT
TRA4'EL T I ME = a HQUFi5
CALCULATED VALUES
S = i. 41
B FACTOR = 1.80
P ~
0 = 1.15 I IVCHES LaS = .06 HauRS
rC ~ .10 HOURS
VOL+L.FMG ~ 25g291,99 Ce Fr
MR?t F?1J14DFF = 31. 12 C. Jr
e
~ T~BULAR MV'DRt}GRAPH
HOIJRS RUNQFF YN C« F. S. ~
~ iQ~ 0 0.00
~ -
11.0 .27 ' 11. 5
11.70 . :h7
11r80 1Sr S2
a LL1 ~ ~ ^ ~IoA
11.90 8.46 s
12.00 5.44
1Cf 10 2.6b *•4 .A
1 2r 20 1.74 12. :5C1 1.50
12■40 1«37 ~p~Tl
12.50 1.26 12.60 .97 12.70 84
12. 80 .79
~
,
12.90 .77
13.00 .74
13.2 .59
13.,50 .154 14.00 .44
-
,
1 4* 50 „ 3?
1 3r00 5_'
16.0 .l~f.. 7
- - +
113.0 Y20 20.0 ) 7 f y !
.20 24.0 0.00
- Lf 1 T 6~
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1 p '
y ~f
14 - C F S V S T I ME
~-ar~S I ~rE
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10 1 1 11- 13 t4 ~~I~~~ ~ HO~JR3
HYDROGRAPN DESIGN
S. G. S. TR-55 METWOD
DATE= 11 /22/95 DES IGfVER= 6. NELSOP! BASI N P-ONS ITE
DESCR I PT I OId= E{AYL I IVER
SUBAREA 1= .4 ACRES SUBl3RIEA 1 RUNOFF CURUE NUMBER = 70
SUBAREA 2 = .77 ACREB SUBAREA 2 FtUNOFF CUkVE NUMBER = 98
3
TOTAL AREA = 1.17 ACRES COMPOSITE CURVE NUMBER ~ 88.43
BAS i N I hJPUT DATA
RAINFALL = 2 INCHES
MYDRAULIC LEN[3TH = 160 FEET
WATERBNED SLOP'E = 1.25 PLRCEMT
TRAVEL TIME = O HOURS
CALCULAi'ED VALUES
S = 1.31
S FACTOR = 1.74
Q= .99 I PiCHES
LACy = .05 NOURS
Tc - .10 HOURS
VOLUME = 49048.92 Ca. F.
MAX RUNOFF ~ 2.80 C.F.S.
TAPULAR HYDROGRAPH
r f ` s .'V-34 J
HOURS RUNOFF I N C . F. S. lO,.C► 4„00
11.0 .04
R ~ 21.5 .09 I~
-11 .70 ,54
~
_ - '
1l.e0 1•80
q Ir~,~ _ Sa
1 3!p~_ j
~
12T 00 .86
12.10 .42
12.20 .213 12.34 .24
12.40 .22 ~ q
12.50 .20 i2» ea . i5
12.70 .13 12eeo r I ZI, O
12.90 .12
.13.00 .12 1,3.2 .09 13» 5O .09
14.00 .07 ~
14.50 .06 15.00 .05 012a-3
16.0 .04 18.0 .03
~ a , 4 ~i 3 ~ ~
20.0 .03
24.0 0.00
~
3 3
~
~
Q '
i
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8L ~~S IT E
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T1ng ('H HOIlRS
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HYDROORAPH DES3GA1
S. C. S. TR-55 METHCID
DATEa 11 /22/65 DESIGNER= G. PiELSQIV HASIId C--CINSITE
DESCRiRTION= BAYLINER
8UHAREA i1 = 2 0 13 ACRES SUI3AREA 1 RUIdOFF CURVE NUMBER = 70
sUBAREA 2= 1.05 ACRES SUBAREA 2 RUNOFF CURVE NUNiBER = 98
TOTAL AREA = 3.18 ACRES COMPOSITE CURVE NUMBEFt ~ 79.25
HASIN INPUT DATA
RA3NFALL = 2 INCHES
HYDRAULIC LENGTH ~ 430 FEET
WATERSNED SLOP'E = 1 P'ERCEiVT
TRAVEL TIME = U HOURS
.
CALCUL.ATED VALLlES
S = 2.62
S FAGTOR = 1.4e
Q = .53 IIVCHES
LAEi = .17 HQURB
Tc = .28 NOURS
VOLU!'9E _ 5,e77175 C. F.
!`1AX RUtUOFF = 4.73 C. F. 8.
TABULAR NYDROGRAPM
FtOURS RUNQFF I N C. F. S.
10.0 0.00
11.0 .06 11.5 .12
~ , ~ 3 ~ ~o~ -a- ~ ~ ~ , I = f ► ~ 5
i 1e 70 .42 ti 1., so . 97
11.90 1.6A
12.00 1.73 ,j 00
12. LO 1.34 1.2). 20 .90
12.:30 .61
12.44 .46
12.50 .37 12.60 .32
12.70 .26
12e80 .22
, 12.90 20
1,3.00 .19
13.2 .16
13,54 .13
14.00 .11
14.50 .09
15e a,o . as
16.0 .06
se.a .os
20.0 .05
24.0 0.00
C F S VS, T IME
2 . C-QNS I tE
Bfl'fLItdER
~
,
0i'~ 11 12 1r3 14 15 16 1s 20 2*4
TItIE EN NOURS
HYDROGRAPH DESYGN
S.C.S. TR-55 METHOD
DATE= 11/22/85 DESIGNER= B. NELSQN HaSIN D-ONSITE
DESCRIPTION= BAYLINER
SUBAREA 1=3.b ACRES sUBAREA 1 RUNOFF CURVE NUMB£k = 85
TOTAL AREA =3.b ACRES CDMPQSITE CURVE NUMHER = BS.00
BASIN INPUT DATA
RAINFALL = 2 INCHES
HYDRAULIC LENGTH = 600 FEET
WATERSNED SLOPE = 2.5 PERCENT
TRAVEL TIME = n NOURS
CALCULATED VALUES
8 = 1.76
f
s FAcTOR = 1.65
Q = .80 INCHES
LAG= _ .11 MOUR5
Tc = .19 MOURS
VOLUME = 9, 974.32 C.,F.
MAX RUfVOFF ~ 3.53 C. F. S.
TAPULAk HYDRQGRAPH
NCtURS RUNOFF IN C. F. S.
10.0 0.00
11.0 .10
11.5 .21
11.70 e98 -3
11.80 _2. 52 ~
,1. 9O 3.53 s~Y - 1~.00 ^2.78
12.10 1.80
12.20 1.05
32r 31! • 74
12.40 .61
~
12.50 .54
12.60 .46
12.70 .37 ~ /07
1 2. 80 . F3
12.94 .32
13.00 .30 13.2 .25
J ~
1 3. 50 .22 14.00 .18 e,)
14•5a r1 ~
..1
15.00 • lr7
o- ~ -
16.0 .ii
1e.0 .oa 1~ r» ?
20.0 .08
24.0 0.00
5 '
4~ CF'S V5, T7NE
a~ O-ONSI TE
BAYLINER
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SENSKE & ASSOCIATES, INC. JOB
South 104 Freya Suite 203 SNEET NO oF
SPOKANE, WASHINGTON 99202 CALCUTATED BY DATF
(509) 534-5272
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- • S. C. S. TR-55 METHOD
DATEY if/08/85 DESIGNER= SEtVSKE-HYAR5 PASIN A-OFFSITE
DESCR T PT I ON= BAYLINER MAF: INE CORPORAT I ON
SUEtAREA 1= 15 ACRES SUBAREA 1 FcUNOFF CURVE NUMBER = 79
~
TOTAL Af;EA = 15 ACRE'S COMPOS ITE CURVE IVUMaEa ~ 79.00
BASIN INPUT nATA
RAINFALL = 2.8 INCNES
HYDkAUI_ I C LENCTH = 700 FEET
WATERSHCD SLOF'E = 1 pFRCENT
TRAVEL. T I ME HQURS `
CALCULATED VALUES
a 2.66
0 = 1.04 INCHES
L,AG = .25 HOURS
Tr_ = .41 HOURS
VOLUME = 549,281.03 C.F.
MAX FtUhIOFF = 13.87 C. F. S.
TA@ULAR HYDROGRAFH
HOURS RUNOFF IN C.F.S.
lO.U 0.00
it.0 .48
11.5 .95
11.70 2.46 ~
11.80 5.33
.
11. 9C) 9.95
t ~ S
12.00 13 . 31
rl
12.10 13.87
i~.2o 11.10 ~~e~` ~~LVtr
16.30 8.27 •s ~
12.40 6.21 • •
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1.~..w~10 4•79 ~S
12.60 3.90 12.70 3.19 12.80 2.64 IJA- ~
12.90 2.25
13.00 1.99
13.2 1.64
13.5t1 1.31
14.00 1.03
14.50 .86
15.00 .74
16.0 .S9
18.0 .44
20..44
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HYDRQGRAPH DES T GN
S. C . S » TR-55 METHOD
DATE= 11 l08/85 DES I GNER= SEh15k.E-HYDR5 BA5 T N A-tJNS x TE
DESCRIPTION= BAYLINER MARINE CORPQRATION
SUBAREA 1= 6.9 ACRES SUEtAREA i FtIJNOFF CURVE NUMBER = 94
TOTAL AREA = 6.9 ACRES CfJMPCIS I TE CURVE NUMHER = 94.00
E+AS I N I NF'UT UA1 A
FiA I NFAL..L = 2 I NCHES
HYDFcAULIC LENGTH ~ 324 FEET
WA-I'ERSHED SLQPE = 2 F'ERCENT
TRAVr L T I ME = 4 HAURS
CALCULATED VALIiES
5 = .64
a= 1.40 x NCMES
LAG = ,05 HOURS ~
Tr_ _ .10 HOIJRS
VC]LUME = 3-5 9,622. 41 C. F. ~
1~ ►1
MAX FtUNOFF = 14.92 C. F. S. VJ ~
TABULAR MYDRCICaFtAF'H D ~
.D ~
HOURS RUNI7FF IN C. F.S.
` 1S
10.0 0.00
11.0 .3b h
11.5 .77 ~
11.70 4.54 0 O
11.e0 14.92 AP
1 1. 90 11.23 ~ s c • ~
1~..ur~ 7.18
S
12.10 3.51
rc~`• b~~ N to ,
12. ti~1 2.29 a` ~
~a~/►L ~`~l/` CS . 6 Or..~`
lt~... 3 t.) 1.99 I
12.40 1.82 ~ ` ~t. I ~ • ~ ~
12.50 1.67
12.60 1. 28 Q T L~C a v-
r Q T ~ ~
12.70 1.11
12.80 1.05 12w9F. )'s. ~ f
p~ A C
13.00 .913
13.2 .78 ~ 16 le'~•.
13.50 .72 f,
W
14.00 .59
14.50 .50 G~
15.00 .44
16. r"a . 7'b
j .j , 4_ . .c_ i
20.0 .27
24.0 0.00
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HYDROGRAPH AESTGN S. C. S. TF-55 METI-IOD
AATE= 11/08/85 DESIGNER= SENSKE-HYDR5 EsASIIV H-ONSiTE
.
DESCR I F'T T UN= BAYL I NER MAR T NE CORPQRAT I ON
SUBAREA 1= 1 ACRES SUBAF'EA 1 FUNOFF CURVE NUMBER = 94
1'OTHL AREA = 1 ACRES COMPOSi TE GURVE NUMBER = 94.00
BASIN INPUT DA"i'A
RAx RIFALL = 2 I IVL'HES
I-IYDRAUL. I C LENGTW = 160 FEET
WAi'ERSHEll SLOFE = 1.25 PFRCENT
TRAVEL T I h1E = 0 HOURS
CALCULATCD VALUEa
S = .64 ~
0 = 1.40 I NCHES ~ LA(3 = .04 1-IOURS ~
i c= .10 HouRs
VQLUME = 4,872.81 G.F.
MAX kUN(JFF = 2.16 C. F. S.
TABIJLAR MYDRC1GRAFH t
t
HOURS RUNQFF I N C. F. S.
1C~.4~ 0.00 S~
11.0 o5
ii»5 .11 ~ • ~ ~09 t
/ .
11 ~ LO` ♦
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11.70 .65
•
i1w8o 2•16 11.90 1.63 ,_J
12.00 1.04 V_
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lt. lU ~1
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12.20 . J3
12. kG . ~9
12.40 .26
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12n50 .24 ~ ~ <<, • ~ •d
12.60 .19 C d~~ b 9~ t t~•
12.70 .ifa 9~►~
12.80 .15 0 01
12.90 .15
13. OA 14 ff ~
d Lr ~1
13.2 .11 • r ~ L
13.50 .14 Is ~T
14.00 .09 OL
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HYDRQGRAPH DESIGN
S. C. S. TR-55 METHOD
DATE= 11/08 / 8 i DES r GNER= SEfilSk,E-HYDR 5 E{Aa I N C-ONSITE
DESCK IFT I ON= BAYI_ I NER MiAk Z NE CORPORAT I ON
SUHAREA 1=3.5 ACRC_'S SUE+AREA 1 f;UNC1FF CURVE NUMBER = 96
TOTAL F1REA = c ACRES GOMPOST TE CURVE NLJMBER = 96.00
F+ASIIV INPUT DATA
RA T IMIFALL =2 x NCHES
HYDFtAI.JL. I C LENGTH = 430 FEET
WATERSHED SLOF'E ~ 1 P'EFcCEIVT
TRAVEL TIME = 0 HOURS
CALCULATED t1ALl1ES
S = .A2
0 = 1.57 i NcwEs
` LAG = .09 HQl1fiS
Te = .14 HOUaS
VOLUML = 19,215.94 C. F. ~
MAX kUIVQFF = 6.74 C. F. S. 5~• ~ ~ •
TASIJLAR HYDR[3r~tAPH ~ S
HOUkS RUNOFF 1I4 G . F . S.
r~ ~
10.0 0.00 C.
11.0 .20 S ~ S tv~ .
11.5 .42 rf
. ^ C.
~ S ~ •
11. 70 2.24
11.80 6.74 1 1. 90 6.61 r- ~ L v~ •
i2,c~0 4.72 ~r
~ ~ ~ ~
12 . 1 0 2.72
. ~
12.20 1.65 12.30 1 . 2"I'!3 c. ~ ~ ~ dok
12.40 1.10
l2.5t~ .99 ~I^~ C~tJt l s~~ ~I'
12.60 .80
s
, P
12.70 .68
w r y
12.80 .62 ~ f l ~ ~'A ~ h • ~ ~ ~
12.9c. ti .60 13.00 .57
111.2 .4b
s 5(7) .42 14w 00 . 34 ~ I14.50 .?4
J. 5w ~~1) 4 a.~ t •
♦ y ~ ~ ~ I i
L 0 w Rn M 1 I pC l> ~
18.0 .15
~ ` • 20.0 .15
M ~V
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' HYDFiC1GFtAPH DES Y GN
S. C. S. TR-55 IhETHAD
DATE= 1 1/08 /85 DESX GNER= SENSKE--HYARv BAS I N D-ONS I 7E
QESCR T F'T I ON= BAYI_ I NER h1AR I!VF COhtf'ORAT IOIV
S1_IE;AFiEA 1=~.. ^ ACFtE,'-~ SUDAREA 1 RlJNOFF trUf-2VE NUI"IHER = 98
"fO7Al_ AFcEA = :-j. 2 AGRES GOMPOS Y TE CUFtVE IVUMBER = 98.00
BAS i IV T NPUT nATA
RA I h1FALL = 2 I NCHES
HYDRAUL I C LE'NGTH = bC►Q FEET
WATERSHED SLOPE = 22.5 FERCEhIT
TFcAVEL T I ME _ o HOUFrS
CF1LCULAYED VALUCS
5 = .20 Q= 1.77 I NCMES
LAG = .06 HOUF7S
Tc W .11 HOIJRS
VC1LL1ME = 19, 812. 74 C. F.
MAX RUNOFF = 8.56 C.1= . S. a~
TABULRR MYDFOGRAFH HOUF2S RUNOFF IN C. F. 5. • t~`
10.0 0.00 11.0 .21 !/S r-1 • v,~
sV,
11.5 ~.~~s
11.7~~ ~.6i o►
11.80 8.56 ~ 11.9c) 6.64
s'
1?» C►U 4. ;1
12.10 2.16
12. 20 1 . 39
12.350 1.19
12.40 1.08
1 2.5U .99 1 2". 60 .76
~
12.70 .66 12.8c) .62 ~ , . 12.90 .60 1~.00 .S8
~ . ~ .46
i
y~
i. ~ . ;Cti . 4 3
14_0n --~j
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15.00 .26
16. C) . ? ]
18.ca .l6
20 .t~ .1b
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HYDFcOGfiAP'H DES I GN
S.C.S. TR-55 METHOD
. .
DATE= 1 1108185 DESIGIVEF= SENSKE-HYDF75 BASIN D-OIdSITE
DESCFc I F''T 10N= SAYL T NEFc MAR1 NE COFtF'QRAT Y OIV
SUEtAREA l = , . 2 ACFtES SUBAREA 1 RllNOFF COUF2VE NUMBER = 9CI
TDTAL AREA = .2 ArRES COh'iFOSI TE CUFIUE NUMFiER = 90.00
BAS T N z Npur nATra
RA I NFAI_L = 2 I NCHES
HYDRAIJLIC LENGTH ~ 600 FEET
WATERSHED SLOPE _ 2.5 F'ERCENT
TRAVI=L T I ME = d HQURS
CALCULATEA uALUEs
S = 1.11
Q = 1.09 INCHES
LAC = .09 MQURS
Tr = .16 HOUFtS
VOLUIhC = 12,205.48 C. F.
MAX RUNOFF = 4.23 C. F. S.
TABULAR MYDFcOGRAFN ~
HOURS FtUIVOFF I N C. F. S, P
10.0 a. Gc►
11.0 . 13 • rS
11...
c-, . 27 21.70 1.36 11,80 ..y.94
S ~ ~S
1 1 . 90 4. '13
'1 O
12.00 3.11
~
12.10 1.86
12r y0 1 • .L? •
G
12. 30 .84 12. 40 .71 12.50 .64 12.60 .52
GO
12.70 .44
12. Eli> .40
i?.90 .38
1 a r c.~c~ .36
1i. 2 . ~G
1.'.'.54 .y7
14» 00 .22
14.50 .18
-
15.00 .16
16.0 . 1~
18 . Ci . 1 C)
20.0 .10
24.(s 0.00
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SENSKE & ASSOCIATES, INC. JoB
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SENSKE & ASSOCIATES, INC. Joe
' South 104 Freya Suite 203 SHEET NO oF
r' SPOKANE, WASHINGTON 99202 CALCUlATEO BY DATF
(509) 534-5272
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SENSKE & ASSOCIATES, INC. JOp
South 104 Freya Suite 203 SNEET NO oF
SPOKANE. WASHINGTON 99202 CALCULATEO 8Y DATF
~ (509) 534-5272
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CLARENCE E. SIMPS4N ENGINEERS, INC.
CIVIL ENGINEERS AND LAND SURVEYORS
N. 909 Argonne Road
SpokBhe, Washtngton 99212
Telephone: 926-1322
Fax: 926-1323
To: UQ_is~ic, P E Cc~L
. ~s
SUBJECT: ZA;tpr%eA'- E japoi
DATE: jol ~ ~ f g 9
A /I
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,
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n or~- = S. 2. 7'A
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S_ o.7
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~ _
• _
~ -r~AT I UPJriL FORMULA HYDf;QLOCY "
DATE = 1 O/ 17/89 DES I GNER = C S I MFSQN BAS I IV EAST
F'ROJ ECT NAME =BAYL T NER REV 1 SED "208 "
DCSCRI F'T I ON ~ FEV IS1 OiV FOND EAST ClF BU I LD I NG
SUBAREA 1=, 66 ACF.Ef2 SUBAREA 1RUNOFF COEFF I C I ENT = .9
TO T'AL AREA = .66 AGRES GOMFOS I TE RUM1IOFF GOEFf= I C T ENT = .9
OVERLAND FLOW VALUES
Ct = .15
L = ~7Ct
N - .016
S - .005
CHANNEL FLOW VALUES
L - 0
1'D = n
COtMiPUTED VALUCS
DUR - 5.00
i 10 1 V
~
010 = 1.89
Ll A - 0. c,o
. Staki on-- 1+00
' c. Ij ~►o ft. 0= ^i. e89 ce f o s. n= .012 So= .005 -~t. ift. 1Ze= .9
J_engLli = 180 ft. Outlet flowlirtie zlcvatinn
nn= .61 rt. An= .5+) s.-r . Vn= 7.76 f.p.s. i-If;n= .~13 ft.
Li .
c= .5e Et tl Ac= .47 s. f. Vc= 4.00 f. p. s. HRc= .`7 ft
auGcrl tical 1=luw
Di7= .61 rt.
I-i . f t .
hic= .20 ft.
Znlet elEV.= 8.20 ft.
Hzadwater- el ev. = 9.23 f t.
Cri ti ca1 S1 oNe» d 005E39
CY rcul ar Chanhel
Natrie- C S I IIPSON Dat e- i(?/ 17 / 89 Ac t ian #-1 ~2.7.0*7
Descra p t i on- F3AYL I NER PI FE Fr0(h EAST POIVU TO NORTH FtJIVD
Statror►- I+00 ~
~
dia== 1 i'to Q=_1.889 c.f.s. n= .01 So= .t~45 ft./-ft. Ke_ .9
Length = 180 ft. Out1et flowlinz elevatron = 7.'%:k ft.
Dn= .54 f t . An- .43 s. f. Vn= /4. 3~7 f. p. s. HRn= .26 ft.
Dc= .58 +t. Wc = .47 s. f. Vc= /r4. 40 fa p. s. HRc= .27 f t.
Supercrz ti cal F1 ow
Dt= .58 f t «
h~Iv= . f t.
He= .22 f t .
Inlet elev.= 8.20 ft. +y ~ ~I 4 ~ li r/" ...J ` i ✓ r.7 i ~
Headwater ei ev. _ `
9.?5 ftA ~
Cr- i t 1 cal S1 oQe= .00409
%
, , . . -
/
FATIONAL FORMULA HYDROLOGY
QATE = 10/20/89 DESIGNER = C SIMPSON BASIN NORTH
P'ROJECT NAME _ BAYLINER REVISED 11208"
DESCRIPTION = TOTAL D HINAGE INTO NORTH PC1ND
SUBAREA 1=5.27 ACRES SUHAREA 1 RUNOFF COEFFICIENT = .9
TOTAL AREA = 5.27 ACRES COMPOSITE RUNOFF COEFFICIENT =.9
OVERLAND FLOW VALUES ~ 4c,
-~4~0. n S Ih Ct = .15 1 Q~ °l0 1 s roc..~
L = 304 no r'~'~ po+~.'°ll 0.~ ~mx~ r•G.TE. ~y
N = .Olb j =
C o. so
s = .007
P
6~ or dQ.ve.(o ph►E.n. 1~ T~~v~~ •
CHANNEL FLQW VALUES 1
L = 4
TD = 4
COMF'UTED VALUES
DUR = 5.00
110 = 3.18
010 = 15.08 /
QA = 0.00
4 L
~
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SOWSTRING CALCULATIONS
DATE = I 4120 t 89 DES I GNER = C S I1"IPSt1N BAS I N NDRTH
F^OJEGT Nf-1ME = L-tAYL T iUER REV I SED "208"
DESCrIFTION = TOTAL DRAINAGE INTO NORTH ROND
t t Intensity Odev. Vin Vaut Storage
(min. ) (seco ) (in. /hr. ) (c.f.s. ) (cu. ft. ) (cu, ft. ) (cLt. ft. )
5.0 ~C 3() G 3.18 1 5.O8 6063 600 5463
10.0 600 2.24 io.e~ 745e iLao 6258
1.~'.~. 0 940 1.77 8.40 8412 18U(l 6012
20.0 1204 1.45 6. SB 9954 2400 6554
A'--' 5. 0 1500 1. i 1 5.74 9194 3000 6194
ZC►. 0 18Un 1.04 4. 9~ 97,82 3600 5782
;5. Q 2100 .91 4. 32 9504 4200 53a4
40.0 2400 .82 3.89 9731 4800 4931
.
45.0 2700 .74 Z. 51 9835 5400 4 4a5
50.0 3040 .68 3.23 14005 6000 4005 _
55 p0 3Z-40 .64 3.04 10327 6600 3727
60.0 '644 .61 2.89 10711 7200 ~5 11
65.0 3900 .60 2. 82 11294 78(.10 3494
70.0 4200 .58 2.75 11835 8400 34~5
75.0 4500 .56 2. b30 12114 9000 3114
80. O 4800 .53 2.51 12323 9604 2723
85.0 5100 .52 2.44 12707 10200 2507 ,
90.0 5400 .50 2.37 13048 10800 2248 j
95.0 5704 .49 2. af 1-3464 11400 A20 84
140.4 6000 .48 2,28 13892 12004 1892
THE MAXIMUM STORAGE IS 6611.90022 CU. FT. ~
* The time of qoncentrat i on is 5 mi nutes.
The Undevel oped f i ow out is 2 c. f. s.
j-
TEN YEAR STORM CALC
f1.~~ : 31, rF
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PU 81.1C 1NaRlCB pEPAAY'MFoNT
. f s or-~~r.~ oa
QouNrY ENGiNEEA
, • aON~~c~ ~o N~ e a.ff.
. • • M 'SPOKANEt wASwINGTON 99204170
~Rv~~~~ co~r~r COvAt NO~It
xQreement Numbax ~ 6
s .
• Th i 8 agreement betweea $pokatte County and AW p
wboae Intmsest in the pxoject Ls
~t~is i~ 1s"Aw da of I~ Bntefed into
Y . ZS . h its ag=eameht is
An nticsble~to pFQ ro3eCt knaw as;
ti bh " i
n+4~t~' yq2rb
That the lnd lviou~ls and arties namet'~ here ir ~ avi a
i~nteYMSt !:n the abovs desrYibed pzooorty or pxojtetagl~YeBt;o the
fa~~v~sng:
.
1. They requOoL that pYl,otity review be g3ven tn thelY pYOlect.
20 The►y agr ee k0 re imbuxme lpakdne Codnty #or pro f oet revf ew f ees
~ a8 spaa ili ed i nboard of County GaMi ss i anex ' s R+esolvt ian 60-
1592 attachmetit C, ae amenQed• the toes wAii ba beead oa
ovQxtime costs lncuzred bY soakaae County to= $YOiect x$Y1ews
piue a ten gerCent admlniatrativo shaz9e, and wili ne billad -
tAonthlY a$ Accrued.
3. Trie vndorslgned agracS 1.hat these lees ara deze ead p►~xable upoR
zeceipt of the blllinq As 6p~ecitied above. Tbe m0o~hly biZlirt
shoa3~d be aerit tia the attenClon Qf: ~
~I-V ~ 1 r
b * ~
......~...I undexistand tbat failuxtt tio pay these fees may regult ln
+delay in completto» ox apprOval of the pzojrCt Or otheY po8eible
~~nCtiiona.
~
BY
.
0 L_-rL 77 A /~„4,4<
.
yu~•~,2 /I~/t~ ~-ts' ; ~~1~
1
r
Publtc tNvrks $u11dln$ bIVorth 811 Jeff4rson Street /Spokan¢, Wasbtngton 99260•0174 (549) 456•SWt?
. t
.
a>`~,,~ ~
ax IN.: 31 ~.&M, L".,
PU B LI C WQRKB DEPAAI'M EAIT
~ •s =
~ . : . .
OFFiCfi OR - ~
COUNTY ENGINEER
a0NA1.D C. HORMANN, P.fi. ~~v o ~9
' 89
COUNTY ENQINEER ,
• • " SPbKANEs VIlASN1NGTON 90260:M7p
~1(~MRM~ COL"~Tr C.2YRT MOyO~
xgY eement NumbaY «
. .
Th!s agreement between $poksna CountY and
whoae intmreet in the proJect is 42abLA~-~
...&P . ss entered Into
tbis day of .QxTofi&..7.Z this agseement is
,ep+ liCable to the psoiect know at:
Tnat the lnc~iv duals parttes namad herein aa havin an .
i~ ~ mnd
inte:rat in the abovs degcriued progerxy ox pYOjeCt agree to the
followinqs
16 They request that pYiority review be given to theiY pYBjact.
2. They agYee to reimbuxee 8pokdn• County fos prolcct revfew fees
as spaciti ed in SoaYd of C3ounty Commisa ioner' d Resolytion 90-
1592 attachmant C. as amendede the f$es will be nasad on
ovQxtime costa i»cusred by Spokane Coutntiy for proiect xsvleWs
ptua a ten p@rCent administrativp chasge, and wiil be uilled
p►onthlY ae sccrued.
310 The undesdigqod agroca i,hat tbesa fees ara dud aad payable upon
zpeeipt og the blilinq ae Specitied above. The monthly billinq
ehould be aent to the attention ag:
~ ~K ~
A Ile c.Vt;ff~ mnn.1Ave_ CO rrP
~
.._P cg Z i ~
rI Lc= ,.~V ~4. 2
,
,
i und$ratand t?iat fellure to pay these fees may result in
delay in completlon ox approval of tt1o psoject Or other E,osatble
sanctions.
By
,
~ Ln r- ~AG-t
P R
~
Publtc Warks Buttding j North 811 JeffQrson Street / Spokane, Washington 99260•0170 (509) 456•36UU
1
Contact Pecson Name_.-JAj Businesa Name
Addcese 15 s Qddress ~ t~*4_
Phone sj's r Phone County Ct,en[act Persoa , ,L ts 6/v Phone No. 456-3600 Date 71~,V-XS'`
~
COMMERCI[M BUILDING PERMIT REVIEW
.
Tbis building petmit review i8 intended to aporaise you of the improvemente (roadway, side-
walk, curb, etormwater, etc.) which muet be coaetructed in association with your building
permit. Thie checklist will be filled out by the Engineer'e staff and a copy will be ce-
turned to you at the time that the permit is initialed by the Engineering Depactment. All
cequiremente shall be completed prior to issuaace of the building permit. All unchecked
boxes require additional research or information to make a determination.
1. Stotmwater Draina e Considerations
A. Per guiaeTineor "Stormwatec Management 1981" both on and off site.
1. 208 Coneidecations* Yes p No
2. Flood hazard zone consideratioas** p Yes No
3. Storm Drainage Plaa Yes ~ No
II. Planning Action #
1. Plat, ehort plat, rezone, Conditional Uee or Variaace a Yes No
on property. Planning Number M - A~ _sES
2. Are requiremente of plannin.g action iacorporated ~ Yes No
into eite plan
III. Mght of Way
/
1. Does permit neceaeitate R.O.W. dedicatian W/Yes Lj No
2. Md zone change require R.O.W. dedication a Yes No
3. Radiue at coraer Li Yes No
IV. County xoad Improvemente
1. Roade need to be improved. How wide ci Yes No
2. Curb Li Yes No
3. CRP/RID agreement (Copy of deed, con[ract, or Yes q No
title report requi red. )
4. Plane for improvemente provided a Yes VNo
5. Sidewalk ~ Yes No
V. Parkin# Plan b Approach Location
1. Review and aign off by Traffic Yes a No
2. Approech Permit from Lngineer'e Office Yes 16-" 1+o
3. State oc Ci ty eign of f Yes No
4. Is this road on 6 Year Plan VYes e No
VI. ULID Agreement: ~ No
VII. Field Review: Prelimiaary Commen[a s4~. . • ~ Z/le 0 to ,-a
+ G IA,
~f.v l L ~ 414 .
* Al l land wi thi n the Aqui f er Sensi tive Area, where deemed feasible by the County Engi-
neer, ahatl incorporatp atormwater tceatment to mitigate [he potenttal for groundwater
degcadation. (See Guide li nes f or Sturmwater Management 1981, Spokane Board of County
Commisaioner's ReSOlutton No. 80-1592, as amended.)
The purpose of f lAod hazard zone review 1s to minimize losses due to flooding in spe-
ci Fic Area4 dPSiRnated hy Flnad fiazard RotinJary maps on ftle at the (:oun[y EnRtneer's
Uff[ce. (S(-e SnQkane Qudrd of County Commissiatier's RL-rolutton No. 81-0726, as
amencfed. )
$/Z2/H5
SHADED AREAS ARE FOR DEPARTMENTAL USE
FIRSl'
LAST MI
Ztp
AroJed Addrm (ureei Nam & NumDef)
~$op► EU~l~1C~ ~11rE ~
~
Appliml I i
#b,A%ZIL
Ciry ~@ Z,p
Bustness PRone
~
~ oont~aorr~e+t ~ . 3 6 Z 5 S P1~ ~ G~► t~~
~ A~E'~. ~
a~ z ~te z`° (509 ) ~ 3G - 3 h
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P~i4'1~e~25'~ 4.-Zz (<jb9) S3S` 3 b168
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de:grAtldtEon. (See (:ii[delbies Eor Stormwater Mao.ifement 1981, Spvkane Bodrd oE County
Comnni 9n1 enpr la Rpun iiac 1 nn Nn _ ft(1-1 S4~ ae s•••d•••~~a ~
SHAOED AREAS ARE FOR DEPARTMENTAL USE 11 PMIOO Numbw i
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Number of OwelUnp UMts Number o} BultdlnOs
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neet, sttall incnrporace s[orrnwatec trea[ment to mttigate tlte potential for gruundwatec
dt-g rAtfn [ [ un. ( Sc.•e Qj[d(--t I~lL1,s Eur S[ormwa[ec 14~1nagement 1981 j, Spokane Board of Cdunty
Commi qs 1 ener's RNK[vI iit I nn Iltn _ H11-1 SV7 gso s•-•••+•~---~ % I
~
• -
C~ ~ ~ - f4
.
~ N
DEPARTIViENTAI REVIEW
Cond
Approved Approval Hot
~ Envlronntental Hsalth Applicatlon 0
W 1101 Colleee
Roam 200 Al. 0 0, f -Vow•.. -li>Sv-lS fOIL F+Db3~&V_4• ~-*O_LA NORTco
C~ gtNt~+~+o~~-~
Planning/ZoninA
❑ N.721.lefferson ~
Vf,~1~.tt~ 01~. f~~r• ~~rAtt~.le~W ~g¢~'~e~~ -
Engineere ~
❑ N. St t Jetferson '
, i
,
I
~
m
UdilVes •
~ N. 811 Jefferson
' - ~
Plan Rsvlew/Fire Preventbn
❑ N. 811 Jetferson
Oftr (!qA CNtlasl Materlal/etc.) '
;
~ft~uEo ?aVswANt To t~J ~c S¢cw 4S
,
❑ Fest Treck/8peda1lnapecNon Inbrmatlon
Pto)ect Repmentativ,e Phoae
Address
_ ~
. - . ` - • - - - - _
+ ~ o . .
L
• I
Aprtl 2aR 1.986 8537 ,
oWe BUILDING CODES DEPAKTMENT Permit Number
. .
Cert ificate of Occul)ancy
,
8uiiding Address• E A e T 8001 E U C L I ~AVE PIU E
Ao Lot: Black ~ Addlgon• P a r c e 1 N o. 0 f 5 5 4; t! 11 9
Owner ~a.y1 jner Marin~'~~ tjAddress E. 1300I Euc1 id. Avea. `
Omupancy Group: VN~ ~ R l.and Use tone r~~ F G
' Beat ~tanufacturing
Construc#ion Type of 8uilding- lt
v,.,Occupfed as Facz lity
~ 5 ~ ~ • ~
Occupant load ' ~ ' •
: w'~-+~y. • i • • ~ ~ t' ~~'L s~! i ~A~ i
~`o
Adlitional InformaUon. P o _ ~:~7~~ TE "-,0 F 0 C CLI!' ANGY
F s ~Sj ~f . ♦s. ~CA"r t'
i~~, ~vS j Y ~ ~ 3 ia ~ w~a v ~ 't7;• ~ ~R~ f~ ♦
yr ' . ~1
~1►~' j ~l v'~~}
~Y~ i5ti ~ v)~ ~ 1
• ~rR ^•~1~n•.~ a!+.Fl ~TIr~.%~ ~~I►E` ~K- F;A`S
' ` ~ i - `~,s Z ~ ~ f ~ ~"~ti ~~t•y _ ;
E ~q F
• • • ~I~'4I ~"4~~ i~4~~~. .w~!~{' ~ • +
v-
This Certiftcate ts tssued pursuant to SecUon 307 ot the UnifOrm Buiiding Code and is to indlcate the abave
dmribed structure is approved for axupancy
,
a
, ~ - . .
~ BuitdIn g Offlclai`s Si nat re
TmC6iTIFlCATEMwT 6E PERMANENTLI/ MAINTAINED lN ALL 9VILO1NOSOR STRUCTURES REfERRED TO ABOVE•If fhs Dul[Qlng or atructure
!8 used tw enY Olhet oom"nCy then tlW Itsted. an appticslion Mt dmge of o=rpanoy sha11 Nrst be masle to the $ultding CDdes Depa/tmerlt Ot SpOkBne
cojmy
~
47 FIRE DAMPER
48 SM(K DE TEC TUR `
49 HOOOS
50 PROGRESS
51 F INAL
52 F[NAL INSP.
53 F[RE PREVENT.
Sa OCCUPANCY/TEMP.
55 REQUESTEO '
56 OCCUPANCY/FINAL ~
51 OCCUPANCY/OTHER +
58 COMPLAINT/ZONE
59 ~rOMPLA I NT/BLOG
60OMP1.A I NT/OTHER
,
~
~
d
~ r
fcIGHT OF WAY DEEO - 84~0'l~~ 1Uti;lE
l~'~~i ~ 04's fq •'0~/~,3 '
IN TNE MATTER of Euclid Road (yp, 1949
KNOWN All MEN 8Y THESE PRESENTS, that Bayiiner Mariae Gorporation
and his wife, of the County of Spokane, in the State of ~
Washington, in consideration of the benefits and other valuable considerations, and the ~
sum of One and no/100 Dollars, paid chem by the County of Spokane, the receipt CA
whereof is hereby acknowledged, have granted, bargained, sold and conveyed, and by these
presents do qrant, bargain, sell and convey unto said Spokane County, the followinq
described parcel of land, situated in Spokane County, in the State of 4lashinqton, to-wit: co
~
The South 10 feet of Che West 631.12 feet of Tract 93, Plat No, 3p WEST FARMS
IRRIGATED TRACTS, as recorded in Volume "T" af Plats, Page 6,in Spokane County,
Washiagtan; TOGETHER WITH the South 10 feet of Long Road, as vacated by County
Engineer File #1093.
of Sectian 6 , Township 25 North, Range 45 , E.W.M.
TO HAVE ANQ TO HOLD the same, unto the said Spokane County for the purposes of a publ ic
road forever.
IN WITNESS WHEREOF ( have hereunto set MY hand -and seal -this~S day of AFAel/.4ky
,
19,&z.
BAYLINER bIARINE CORPORATION
R. E Excise Tax Exampl
J ~
Qete 4"44*1111 .0, 1 9Aa
SPnkane County Treas. President
. .
R/ 111/85 $ec,retary ?
. 1
~
.
9~9
Itunu NnnIL ~ 140 0u14.40-11
860'10102•13 rf f
P/IRCEL (Na 0 1 `f ?
rr o . 5 P,~~ l-(-( , i~ewr -1- '
NOTtCE TO THE PtIBLIC Y~ : 807 pAu 1809
i
KNOW ALL MEN BY THESE PRESENTS, ThBt Bayliner Marine Corporation
being the owners of the fol]owing described 1ands in consideration of mutual benefits
to be hereafter derived do for themselves, their heirs, qrantees and assiqns, hereby
agree:
To authari ze the County to pl ace their name(s ) on a peti tion for the formation
of a ULID by petition method pursuant to RCW 36.94 which the petition includes
the Owners property and further not to object by the signinq of a protest
petition against the formation of a ULID by resolution method pursuant to RCW
Chapter 36.94, which includes the Owner(s) property. PROVIDED, this condition
shall not prohibit the Owner(s) or Successor(s) fram objection to any assess-
ment;s ) on the property as a rzsul t of improvc~~ients c;a11 ed for in conjunction
with the formation of a ULID by either petition or resolution method under RCW
Chapter 36.94. This statement involves the following described property:
06554 - 0119 - 0143
Tract 81 and the West 631.12 feet of Tract 93 as measured along the South
Iine thereof, Plat No. 39 WEST FARMS IRRIGATED TRACTS, as per Plat recorded
in Volume "T" of Plate, Page 6, records of Spokane County; TOGETHER WITIi that
portion of vacated 30 foot road adjoining on the Westi lying South of tbe
Southwesterly extension of the North line of said Tract 81; EXCEPT that portion
of the West 15 feet of said Plat No. 3 extended East. In Section 69 Township
25 North, Range 45 E.W.M., in Spokane County, Washington.
~
These requirements are and shall run with the la nd and shall be binding unon the
Owner(s), their heirs, successors or assigns.
Dated thi salr day of 1F"Rq_&S3 19 et .
MICEW-CIDBAYLINER RINE CORPO T ON
REflUEST OF County Enginee~ ~
p' '
President
Ara 4 za ~M ~8s r
! • ~
ryIL1,IN14 E. OONAHUE ~ becretary"
STATE OF WASHINGTON } AUDItOR ~
COUNTY OF SPOKANE )I%POKANE COUNYY. MIASN.,
DFp«TY Y, Y(JUNG Req Court House xxx
On thi s Zr day of FIE-111 19 U. bPfore me, thc und2r-li qi,eu, a No Lary FuDI i c
1n and for the State of Washington , duly commissioned and sworn personally
appeared_[f\1TOtj c,-ILUM Oi~ to me known to be the PRESIDENT and
S6~g,~,% to me nk own to be the SECRETARY, respectively, of
Bayliner Marine Corporation the Corpora tion that executed the foregoina
instrument, and acknowledged the said instrument to be the free and voluntary act
and deed of safd Corporation, for the uses and purposes therein mentioned, and on
oa th sta ted that they authorized to execute the said instrument and that the seal
affixed is the Corporate Seal of said Corporation.
IN WITNESS WHEREOF, 1 have hereunto set my hand and affixed my official seal, the
day and•Xgav'.first above written.
:
~
` • F1
• ~ ~ ~ ~
' ~ •
Notary bl c, n a or t e ate' of
'•rWa,c_kH r.~-mN , residinq in
*t .
8?
MAy Cwv.w;Lc sta,. M-tc p0 Vnes 1- 11y 1
. ,
8GO4010244 ROAl7 NAML- A NU ~ Y
0PlJRt~l. f'* &&' ~ ~ N o . 6
N O T i f: E T O T H E P Li B L I CPURPOSE OW e"&e? 4 T
QFFF0 807 PAGE 1810
.KNOW ALL MEN BY THESE PRESENTS, That Bayliner Marine CorporationVrt•
being the owners of the followinq described lands in consideration of mutual benefits r
to be hereafter deri ved do for themsel ves, their hei rs, arantees and asslgns, hereby
agree to the following:
Joi n and partici pate i n the formation of a County Road Imorovement Oi s-
trlct (RID) pursuant to RCW 36.881 at such time as a district may be
formed or any Road Improvement Project sanctioned by Spokane County, which '
involves the lands herein descrlbed. The owners, their heirs, and assiqns
further agree not to oppose or protest any legal assessments for said Road
Improvement Oistrict (RID) established pursuant ta RCW 36.88.
It i s further agreed that at such time as an Rr0 i s created or an,v Road
Improvement Project is sanctioned by Spokane County, the imDrovements
required (curb, sidewalk, drainage control and paving to extstinq pave-
ment) will be at the sole expense of the undersigned owner, their heirs,
grantees and assigns.
These conditions and statements apply to the followinq described property:
06554 - 0119 - 0143 ,
Tract 81 and the West 631.12 feet of Tract 93 as measured along the South
line thereof, Plat No. 3, WEST FARMS IRRIGATED TRACTS, as per Plat recorded
in Volume "T" of Plats, Page 6, records of Spokane County; TOGETRER WITH that
portion of vacated 30 foot road adjoining on the West lying South of the
Southwesterly extension of the North line of said Tract 81; EXCEPT that portion
of the West 15 feet of said Plat No. 3 extended East. In Section 6, Township
25 North, Range 45 E.W.M., in Spokane County, Washington.
These requirements are and shall run with the land and sha11 be bindina upon the
Owners, their heirS, SuCCessors or assigns. gAYLINER RiNE CORPO i0N
.
~ . .
.
Dated_.,2""' F4 uCarOP"R c 11 ~ NEQUEST Or C~nty ~ pres~.'ent
APR ,1n1neer 28 PN tpc Secretar
vv y
WILLiAM E, DONaNYE
M""
OKAN"
~ :
STATE OF WASHINGTON SS o1~U~?rs q~~~ wAaH,
COUNTY 0 F SPOKANE sp~y y~ u w T~
~
REq Court House xxx
before me, the undersi gned, a Notary Publ ic
On thi s'~5' day of-EfCma, 19JBr
in and for the State of WashingLon , duly c:ommissioned and sworn persunally
appeared__VJN"[ZD S11Ai u5 to me known to be the PRESIOENT and
tonown to be the SECRETARY, respectively, of
S1~s►~u .,o~
Bayliner Marine Corporation the Corporation that executed the foregolna
instrument, and acknowledged the said instrument to be the free and voluntary act
and deed of said Corppration, for the uses and purposes therein mentioned, and on
oa th stated that they authorized to execute the said instrument and that the seal
affixed is the Corporate Seai of said Corporation.
IN WITNESS WNERFOfIhave hereunto set my hand and affixed my official seal, the
day and year=;~$~`%66'written-
*U
: , tj~Iy~
: ~
.
Notary PubTTc, In and far the State of
t~ ~ p t
WxSNIrv6zom , residinq in oZrruZy
.
r-Q.F- ..1,N G' .
co~.r. w. t~r< P~x pi ,Cs Zl l g 7
m,,,
~ 'IrsNECO QFF.
~ 784 PME 1487
~ .
~ IC837 STATUTORY WARRANTY DEED I
TFIE GRArTTORS James F. Etter and Billie A. Etter, husband and wife,
Cloria D. Hedlund, a widow and personal representative of Walther 0.
Hedlund, deceased. •
for and in consideration of $10.00 and othdr good and valuable consideration.
in hand paid, conveys and warrants to Bayliner Marine Corporation
the following described real estate, situated in the County of Spokane
Washington;~`
,
Tract 81 and the West 631.12 feet of Tract 93 as measured along the
South line thereof, Plat No. 3, WEST FARMS IRRIGATED TRACTS, as per -
plat recorded in Volume "T" of Plats, page 6, records of Spokane County;"~
TOGETHER WITH that portion of vacated 30 foot road adjoining on the
West lying South of the Southwesterly extension of the North line of
said Tract 81;
EXCEPT that portion of the West 15 feet of said vacated strip lying
Narth of the South line of Tract 73 of said Plat No. 3 extended East;
Situate in the County of Spokane, State of Washington.
SUBJECT TO• Easements, restrictions and reservations of record.
Date this ~ of /)1 ,1985. ,
J es . tter - ~
V ' ~
A a D. ~e un
BiM ~ ' Etter ' _ individually, and as Personal
By ~ ~d~-.~ ~ Representative of the Estate of
h~ ttorneq ~4`n Fact Walther 0. Hedlund, deceased.
b~
STATE OF WASHINGTON
ss. ' .
County of Spokane
.
On this day personallq appeared before me Gloria D. Hedlund, for
herself and as PersoAal Representative of the Estate of Walther n.
Hedlund, deceased, to me known to be the individual described in and
who executed the within and foregoing instrument, and acknowledged that
she signed the same aa her free and voluntary act and deed, for the
uses and purposes therein mentioned. . ~
~
GIVEN under my hand and official seal this 'S%day of y-~` ,:S•'~•;,.;,~1985.
. ~
T Y PU C~n r e State
STATE OF WASHINGTON ) of Washin ton, r~~s Spokane.
) ss '
. %
County o€ Spokane ) .
On this 04 day of 1985, before me, the undersigned;T -a
Notary Publie fn and fflr the St-ate of Washiizgtorr, d4ly- ' one.d.-and
sworn, personally appeared Jameg F. Etter T to zap,-knava-to be the individual
described in and who executed the foregofng instrument, for himself and as
Attorney in Fact of Billie A. Etter also therein described,and acknowledged
to iae that he signed and sealed the same as his voluntary act and deed, and
as the free and voluntary act and deed of the said Billie A. Ettex, for the
uses and purposes therein mentioned, and on oath stated that the Power of
Attorney suthorizing the execution of this instrument has not been revoked and
that the said Billie A. Etter ie naw living.
WITTIESS rny hand and official seal affixed hereto the qay and year in
this certificate first above written. r t
~ ' wr~.~i'~
„ R'~ K F ' : , , ~ . . i . . • , . i!'s-°✓ ' t ~ : ` y
fiTOTAxY PuB
~
s. . . . . . . . . . . , 9.11 - & t~r the State
erc ' T ,s -e-• •..,r. ~ 1 a.,lrI ~ ...11 ~ ~ ~
of Washfngtott; O~ 417ng in Spokane.
P ~ : - L t , ` ucuse Tax Paid on ~ ~ .m ~
. . 1 , .
; Sale Amt. Pd..~60, o o . . e .
.
,c~ Q • , ' . ~ ' - # = ~.i ~ ~ . ~ ~ ~ ~ ~ , ~ D E "SKlP" CHILBBtG
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Spokan9 ounty Trees.
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