SP-1129
5p
CLC
Assoeiates Inr.
ear _nnr.bi.na --,ifl . iu
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to
707 West 7th Suite 200
5pokane. WA 99204
509-458-6840 May 31, 2000
509-458-6844 Fax CLC # 96254
Spokane WA - Denver, CO y 3 Q
okane County mn Services Y'~
,
En neen Develo ~OQ
1026 W. B oadway Avenue ~~~N'r o
Spokane, WA 99260-0170 ~~~~~~tiFFp
Attn: Bill Hemmings, P.E.
Re: Drainage Ditch Associated with SP-1129-97
Dear Bill:
Our office has recenUy been contacted by Mr. Steve Guthrie in order to resolve
the issue of a permit being denied on parcel # 44042.9134 in the Ponderosa
area of Spokane County. The existing drainage channel has been modified since
we were last contacted in April of 1999 by the landowner adjacent to the
drainage channel, and concerns regarding the stormwater damage to
downstream properties must be addressed.
In order to lift the flag on the permit, Susan Murphy of our office has spoken to
you about what needed to be done. She has visited the site, and taken
photographs, which were recently submitted to you. Having visited the site
myself, I am satisfied that the reconstructed channel is of sufficient configuration
and material to handle the previously calculated flows. Please find enclosed the
calculations provided to Spokane County when the channel geometry and
material were reviewed by our firm in early 1998. The concrete/riprap previously
placed has been completed removed. The riprap now in place varies in size from
4" to 12", the channel has been reshaped to a vee-shaped configuration and the
channel sides have been raised and armored with dprap. New filter fabric was
also installed. The concrete channel is no longer necessary, as the v-shaped
channel and new fabric and rip-rapped sides provide adequate protection and
dissipation to handle the 10.77 cfs flow we calculated.
The repair work was done on this some time ago, and though we did not inspect
the reconstruction, the previously fonroarded pictures indicate that grass is
established and the bank shows no sign of erosion, despite spring rains and
substantial storm events we have recently experienced. The neighboring
landowner, as I understand it, is satisfied with the reconstruction as well. We
therefore request acceptance of the reconstn,iction and removal of the flag on
peRnits for the adjacent tracts.
Planning
Engineering
Architecture
Landscape Architecture
Land Surveying
Formerly IPE
'Drainage, Ditch,Associated with SP-1129-97
May 31; 2000
Paq'e2 Please give me,a call if you have ,any comments. Thank you.
Sincerely, ,
CLC ASSOCIATES,
,
-254621,
.
. ~ _
Todd.R. Whipple; P.E. R)MAL~. ;
Vice,~President
EXPIRES' 9/24%
TRW/sm
cc: fiie
Larry Largent, Owner Lot 3 Block 1 Valley Vista 'Estates
Claire Wright, prospective landowner
r '
_ ..tnuu~enno~mme~w.w~~asw~roiwnmewRUnaW~w~nroCLC AS.SOCIATES, INC. RECEIVED
sPOxArrE. wA • DENVER, co J U N 0 1 2000
SPOKANE COUNTY ENGINEEA
TO:
- • DATE:
SPO.K:ANE PR.OJECT 0
-
• . PROJ - EC'I' NAIVIE:.
ATTENTION:
~ .
Descripti~ori
M- ~ Xerox Pri.ats M~ Copy-of L- etter
Origiaal Drawing . M ~ Contract Docurnents M~ .
M ~
M ~ Work 'Authoiization M ('Report
No. Copies Description
Purp.OSe. _
,
L-i Inforrnation M~. Review &Corimments M~ Per Your Request
L-J Written Approval L-J Signature & Return M ~
lZemarks
~
^ .
Signed: cc: 707 W: 7th Ave., Suite 200; Spokane. WA 99204 (509) 458-6840 Fax:-(509),458-6844
INLAND PACIFIC ENGINEERING, INC.
January 6, 1998
Spokane County Public Works Department
1026 West Broadway Avenue
Spokane, WA 99260
Attention: MR. Bill Hemmings
Re: Larry Guthrie's proposed 3 Lot Short Plat No. SP-1129-97
Lany Guthrie's proposed 2 Lot Short Plat No. SP-1128-97
Dear Bill,
As reported in our December 15, 1997 letter, the existing drainage cowse
which serves the referenced projects has beea repaired with rock rip-rap aild
fabric. To establish the adequacy of the repair, we calculated the volume of
nuioff expected, the runoff velocity and checked the required stone size for
the rip-rap. The calculations and related maps are attached and indicate that
an equivalent spherical stone size of approximately fotir inches should be
adequate. I revisited the site and confirmed that the tipper half of the shaped
channel has a longitudinal slope of 15% and a cross slope of 3:1. I estimate
that more than 50 % of the rock by volume measures six inches or more in at
least one direction and that less than 20 % would pass a 4-inch screen.
I believe the materials used to make the repairs exceeds the minimum
properties required and the repau- itself is adequate to handle the runoff
anticipated.
;Respec Iy
ichard L. son, P..
enclosures
707 West 7th • Suite 200 2020 Lakewood Orive • Suite 205
Spokane. WA 99204 Cneur d'AlenP, ID 83814
509-458-6840 • FAX- 509•458•6344 108-765-7784 • FAX 108•764-3277
5
The Dow in the drainage channei was caiculated to be 10.77 cfs. 1'his was determined as
sumrnarized beiow.
~
~I Fram Accepted Dra;nage Report for Gutlirie Fanuly Tracts:
(copies af calculatians included in appendix)
Eaosting Guthrie Faroily Tracts Calculatioos
2.3 acres @ "C„ - 4.41 (Guthrie Family Tracts Basin "B")
1.31 acres @ "C" = 0.47 (Guthrie Family Tracts Basin "C")
0.20 acres Q "G" = 0.9 (Ciutttrie Family Tracts Basin "D„)
3.81 acres @ "C" = 0.46
_ Total Basin to Drainage Charmei = 9.15 acres (please see attached basin map)
Develapeti I.79 acres @ 1.5-3.0 DUlGA "C" - 0.30 (rolling)
Undeveloped 3.55 acres ~a "C" - .30 (Meadows & Pas#ure Land - Rolling)
. Therefore = 3.55 + 1.79 = 5.34 acres Q "0' = 0.30
Composite :`C': - f3,$1* 0.46) + (5.34*0.301 = 0.37
9.15
Q= C IA= 0.37 3.18 #9. 15 =10.77 cfs
Inland Pacific Engineering #96254
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Trapezaidal CYzannel Analysis & Design
Open Channel - Uniform flow
warksheet Name: gu.thrie
Camment : Ri]CK-LINED C'I3ANNEL
Salve For Depth
Given rnpuG 1]ata ;
Bottorn Width..... 2,00 ft
Left Side Slope.. 3. 0 0: 1 (H: V)
Right side slvge _ 3. a a:1 (H: V)
Manning's n...... 0.040
Charin.el Slape.... 0.1500 ftIft
Discharge........ 10.77 cfs
Camputed Results:
Depth............ 0.47 ft Velocity...---... 6.75 fps
Flow Area........ , 1.60 sf
Flaw Tap Width...' 4.81 ft
Wetted Perimeter. 4.96 ft
Critical Depth... 0.69 f t
Critical Slope... 0.0318 ftf ft
Froude Number.. . . 2.07 (flaw is Supercritical)
dpen Channel Flow Niodule, Vex's ion 3.41 (c) 1991
Haestad Methods, Inc. * 37 Brookside Rd * Waterbury, Ct 06708
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A
~ INLAND PACIFIC ENGINEERING, INC. RECEIVE
~ SPOKANE • COEUR D'ALENE D
i~N ~ 8 1999
lune 17, 1999 SPIIKANE r,cUNiy aJMEER
W.U. No. 96255
Bill Hemmings. P.E.
Spokane County Uivision af Engineering and Raads
1026 W. Broadway
Spokane, WA 99260
RE: Drainage Ditch Remediation Associdted with SP-1128-97 and SP-1129-97
Dear Bill:
We have received your letter of May 7, 1999 regarding tbe drainage ditch which lies between
Gertrude Drive and Ponderosa Drive west of Pierce Road. As has been evidenced by our work
on this issue over the last twa years, we have been working diligently on finding an appropriate
solution to the pre-existing erosion problems which you observed in 1997 associated with this
ditch. Please keep in mind that we have been looking out not anly for our client's interests, but
also for the interests of the general public, including dowmstream property owmers. As
appropriate and a,s falls within reasonableaess, we will continue to work with our client, you and
other interested partics to find a final solution to this situation.
The plat far Valley Vista Estates vvas recorded in 1984. Mr. Largent lives on Lot 3, Block 1 of
this plat. The plat for Gut.hrie Family Tracts was recorded in 1992. The drainage ditch of
interest lies partly in each plat. The original engineering plans for the two plats address the ditch
as ta size of rock, course nf the channel, anticipated flaw rate and other features. The ditch
within the Valley Vista Estates was installed in 1992 or 1993 and inspected by the Couaty. As
shown on the Guthrie Family Tracts plans, the ditch was insta[led in 1992 or 1993 and inspected
by the Caunty. Per your conversation with Ann Winkler, it is your understanding that the ditch
was installed according to tbe plans, but that after construction, the ditch fell into disrepair, and
that the original design could have been improved upon. Although there might have been one
call regarding this ditch betweea 1993 and 1997, basically no other action or notice of this ditch
azose until 1997 when you noticed the culvert was partially blocked, reported this to the
maintenance deparEment and then brought to our attention the ditch. As a result of your
observations, you proposed making improvements to it as a condition of the referenced short
plats.
707 West 7th • Suite 200
Spokane,WA 99204
509•458-6840 • FAX: 509458-6934
~
Drainage Ditch Remediation Associated w-ith SP-1128-97 anci SP-1129-97
June 17, 1999
Page 2
Please note that our work to date has been in accordance with the agreed upnn scope, and has met
your requirements. This must have been the case, since you wrote cpnditions (e-mail of 9/l/98
from you tn Susan Murphy) to allow the shnrt plat to praceed.
It was clear in 1997 when you observed sediment in the culvert, that the drainagc, facility had
already experienced and was continuing to be afTected by erosion. We received your e-mail
regarding this c;andition, but hAd no prior knowledge of drainage conditions associated with this
ditch. Please kezp in mind that this includes the original design nf the drainage path, and the
calcuiations, recommendations for original material placement and oiher related decisions.
These decisions were done by Leslie D. Killingsworth, P.E. in 1985 and engineers at Adams &
C'lark in 1992.
I feel that it is irnportant to note that we believc the failure of tUe ditch to be tied to two tlungs,
first, Ghannel genmetrw, and secpnd, existing soils. IPE has no respnnsibility for these items,
since they were acidress in the channel's original design. However since 1997 when this was
brought to our aitentinn, we have corresponded with the Spokane Gnunty Division of
Engineering and Roads tn recommend and received recammendations to adciress this situation
which, when implemented, wnuld provide a solution which would adenuately address the
situation and be acceptable to all parties.
Please aote that if IPE had submitted a concept drainage plan for SP-1128-97 which showed all
on-site storm water contained on site (as allowed per your July 24, 1997 e-mail)a Spokane
County Division of Engineering and Raads would not have required any remediation by our
client to this ditch at all. However, pruviding remediation was judged by us to be a more
responsible solution, and thus, the shot-crete was installed as agreed upon. It is highly likely that
if this work had not been done that during the spring of 1999, the situatian Mr. Largent brought
to our attention would have been worse than what actually tra.nspired. It is apparent that the
damage began upstream of the concrete work, occurred on a tangent vector from upstreaiu flow
hiriing the side of the ditch and resulted in washing out the erodible soils that had became
saturated.
At this point in time, it is unfortunate that events have unfolded in such a manner that the
usefulness or adequacy of the shnt-crete installed has not been able to be tested. Due to the
ernsion which has occurred at the upstream end of this shot-crete installation, additional shaping,
etc of the channel will likely be needed to keep future runoff and precipitation events within the
channel where adequate accommodatians have or will be made for it.
Based upon the sequence of events which has unfolded, we will forward a recotnmendation to
Mr. Guthrie that the chan.nel upsiream of the shot-crete be reconstructed "armored" with
additional concrete to tie intc► the river rock portion of the ditch and that the ditch be repaired and
♦
:
~
Drainage Ditch. Remediatiori Associated with SP-1128-97 'and SP-1129-97
J une 0, 1999
Page 3
reshaped to fix. the. dainage from lasf winter: It would ;be easy-to -incorporate, your suggesiion of a
shaped channel rather tlian the tiapezoidal shape: which was, designed and-inst-c.lled
previously. 'With, this addition, the previously installed'shot-crete will be able to betiter accommodate the storniwater. Barring-unforseen:circumstances, ihis should adequately addres"s
this~problem. We will also forward you a copy of thc recommendations made to,Mr. Guthrie.
We will conlinue~ ta work with you to.participate";in art adequate solution to this problem, as we
have,been.doing over,the last two years. We laok forward to your ~review of this' proposal and
respanse,to it.
Sincerely.,
InljddPr ci _ fic -'neering, Inc.
,
_ , -
Todd R. Whipple, P.E.
President-
TRW/alw%trw
cc: Larry. Guthrie, LRS Properties
Larry Largent, O.wner-Lot.3'B'lock 1 Valley Vista Estates
Bill Johns, Spokane County Engineer
Gary Olierg, Public Works.Direcior
Kate McCaslin, -County Commissioner
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■ ~ PIERCE 'ROAO STA 0•Bx,78 to GERTRUDE QqiVE' ~ i i i i i i t i i r•ia' ~ ~ i i ~ i ~ i ~ i i z/s6.ty ~ I~ SPOKANE COUNTY, W1lSHINGTON , - ' , a
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, • ~w.ni. A OF BERM 54FC1fIC~lII~IS FCQ ISUAIClPi1L PUHLlC 110~[9 ~RULTION~ Ler~ SCUtE: I"z~ ' Drr'u+ 4 y I ~w.O.ur1.So :olGao I ~.op~.~o 2. 9~droKai all dlowrle! {row~d ~ltA created ~hatgrw. ot ocYanie astter and ahall Asvo • ecer. Coastraccton atull De sn
cn+t++ 5~ u W~ , I( Iip-np ~lull !e Mnl-~laed u eul~ert onclete tod ee ~U d! ~'a I ~ I o~~ p~r aecttotu B-IS.3p) md 9-19.2 ot tsc S7A11 Qr Y158INC1DM u ccton 13-3 o[ AWA S1'ANQAYD cobsTRuerm. Ltest cdttlcm. ' ed vAeatgraas.
svo~c~catta~ c~m~ aar~°~ entxe oa~aacrio~. uu.~ I ~ - r'O~O~o 4 ntal r ud wrEeces le tde Flor Qe~trlctor acrucam 1 . All pr te _ ~ ~ af cotronla-eeeficaat ~eterLl or lreal~d e[rel. All ~ SEE uore 3 ~ ntlete sod ea aI1 dlteb eluanela u STAt1 Ar VAcBIMGltil11 5?AKDAYD OCTI09. Lacest odltion.
( ~ prouctad !ra ewra/on ~ed lalu~e. ~1,. ~lde sAnil eontm I I I 9-06-51 6iATH OP YASHIMCPOH ST4HAAiD LPFIiFiCAT16blSi FCA ROaD F N~Ap`~4 D¢. ~kTIUCrt~, Vwe edluoo. ~1t1 veleN re.ll Ee pe~ncea ~li Restrictor scrucMre shall ta eadn fzed steel. All vt14e shell Oo
~ fl~TC~ '8" ( ( I d tM~iefeor p.aas'~Atvlmll^ or •opeerea aoolnlon~. ~ _ ~ ~ - - _ _ , I ~ S. Prorfae ~ eceel laddrr eo cbe boceo~ of ttm Pla~ Qe►erlceor : relds sAaii caaforv co W.S.N.S. ~ ~ _ - -
~ STORM RETENTION POND-PIAN 74' pU, P ~ , v ~eaclr tsi a tne ra~l o~ uu► o-[en e~cir c.M.p. vu v _ _ Ov&$F!A P E ~ ~ i ~ 1co~ Ireei~t a ttu wp ot th~ auucturo. ~ „ ( I - Y4~DfA, CMP 6. Ye1d a~incA dfuecer C.M.P. to tea In~tAa ot tne 6-teac d
~ I OUtLfT AIPf to ~ar+e ~s .n orerllaw aod co :oatetn t~e connol o~lflu. ~ I I ( I 2-inc6a 1 nca. anw cros. rKdoo at tN-t~n ~~me ' F~~OERtJ50. dZ. ~ ~ I tO14.4o Detur. ~ rlnll Oe peinccd witr suat olvalcat.
I 3- 1. Yald 1/1-latA ate~l u r~tA ~ l0-I~A Iiaetat tontral ar ioSl,'i0 ( ~ ~ ~ !sm Flnv Qeuarlceor ecroctbvP diamcer C.M.P. vtN Lolted onale
~~.1e ~ ~ Ill~l~~ ( I 1 tAr nrip ap7 h1 ~N,P. oraeflw ettucture u the eln~e , ~ ..If~., i I I p R 30' D1A. SMP ~ 8. l~e Eue toe the Flw R~etri~tor ~tcsxcon ~lrll be en A-(m ~ ~ Irst WAtE.Z 4u4G7+CE ~ I N ]de pt tne b-lcac dlonutar C.A.P.
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III a I 9~ pcn~! ~LU~ 1Re thotcdr~luU~D~rei~the ran utar'tal wtA/~ ' ' II) p ~ 2•Int ET 2-{eet v1tA un ¢pp~ored latklnp d~vLC~. ~ ro~w,~o ! III , ~ . ~ ~ o _ i
; ='lll ~111~.111=1110111=111$IIIcAicllf~°."-111~fI1cIII~111~II~Jllc1113111~17~~111~111~111=1113 11 1=111~111~1~1~1~l~lll~l~ , a ~ s ~ ~
19 ti. SFE NOTE B ( 2pat,40 ~ 08VH~PEA APPQOYAL: Oeuc 5 ` .f5 g1.$ ~ I5~ i °i.. , : • t . ' • . s•~•bra `q' ~ ~ ~ ~ ~ I" I ` .r • a dtaecer contecl art[ste w d,I vcture AL the eln%ecian ahMM !a
" ~ Z48,~i~ JIDII~~11=11LtIf~Jll~li~lll_Ill~li ~tih"~fi~ll alall Ae •n 8-(mt aQuare r w or.-ti h. ..AedGed _
9TORM RETENTION PaNO-SECTION C-G~ FLOW RESTRICTOR -SECTION
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Hess, Steve_ -
From: Lightfoot, Sylvia l
Sent: Friday;,Jui.y 1-6, 1999,7:59 AM
To: Hess, Steve
Cc: Hemmings, Bill.
Subject: SP41,28 & SP-1129
The two above short plats have been,flagged. Please'.rememberto,'lei us know if you remove- the flags.
Thanks,
Syl
~
Page 1
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- spowf cakuy
a
Tae Sylvia Lightfoot, Permit 'Coordinator
Fran: Steven Hess, Stormwater Technician xil.CC: Brenda Sims,,Stormwater Manager
Bruce Rawls, Udlibes Oirecior
Bill Hemmings, Development .Services
Da4+e: July 15, 1999
Ra Parcel Flagging Request
Due: to continued-stormwater.damage to downsueam, properties caused by non compliance to
Oev.etopment Services conditions placed upon County; Short, Plats 1128 and 1129, we request the
following parcels~ be 'flagged:
Parcel -440419.1 36, ShortPlat 11-28, a one acre'parcel situated on the west side at the south end of
Pierce~ Road, south of Gertrude Drive. There~are=two parcels in this, plat -and the other parcel is
intentionally not included because it does not, appear -to conffibute, run-off to the pcoblem area..
Parcels 44042.9132, 44042.9133 and 44042.91.34, the enti're Short Piat 1129, situated adjacent to the
norch -side of Gectrude Drive at tfie intersection of , Pierce Road.
Ptease:forward an acknowledgement to BiII,.Hemmings•anO myself when the flags are in place :that will,
prevent permission for building of an,y natur,e on all four, ohhe,listed: parcels. If/when you receive
inquiries about or a request to remove the flags, please refer thw applicant to Bill Hemmings.
. ,
~
,
i
~
Me.mO
Ta Sylvia Lightfoot, Pennit Coordinator
Froee: Steven Hess; Stormwater Technician ~d .
CC: '8renda Sims, Stormwater Manager
Bruce Rawis. Utilities Director
Bill Hemmings, D'evelopment Services
Date: July 15, 1999
Ro Parcel'Flagging Request
Due to continued stormwater damage to downsveam properties caused by non compiiance to
Development Services conditions placed upon County Short Plats, 1, 128' and 1129, we request,the,
following parcels be flagged:
Parcel 44043.9136; Short Plat 1128, a,.one acre parcel situated on the west side at the south end of
Pierce Road, south ,of Geruude~ Drive. There -are: two parcels 'in this-plat and the other parcel is
intentionally not included because it does noL appear to contribute run-off to the problem area. '
Parcels 44042:9132, -44042.9133~ and 44042.91.34,,, the entire Short Plat 1129, situated adjacent to the
north side of Gertrude Drive at the-intersection of Pierce Road.
Please forward an acknowledgement to Bill Hemmings, and myself when the fiags are %in place that will
prevent~permission,for'building of an,y nature'-on all four'of the listed parcels. If/when you'receive
inquiries about -or a-request to remove the flags, please refer the, applicant- to Bill Hemmings.
i
~
INLAND PACIFIC ENGINEERING, INC.
SPOKANE • COEUR D'ALENE
July 12, 1999 RECE!vED
~ 1999
W.O. No. 96255 JUL ' SpoxANE , E'IGINEER
Lariy Guthrie
LRS Properties
13419 E. 32nd Avenue
Spokane, WA 99216
RE: Additional RepairlRemediation to the Ditch Uphiil from Larry Largent's Home
Dear Mr. Guthrie:
A few weeks ago we sent out a letter to E3ill Hemmings of Spokane County in which we stated
that we would be contacting you regarding further rnodifications to the ditch which lies upstream
from Larry Largent's home. Based upon the current situation, we believe the best course of
action would be for you to contract with a regular contractor, not a landscaping contractor, to
remedy the situation behind Mr. Largent's home. At the present time Mr. Largent may have a
case against you since you last contracted for and had work performed to the ditch, to meet the
County's requirements. Be acivised that the RCWs and WACs note that you may be liable for
up to six years.
We also recommend that you contract with an engineering company and geotechaical engineer to
prescribe and design a remedy to ihis situation. We also strongly recommend that yaur
contractor follow the guidance and recommeadations for the "fix" and listen to ihe engiaeer
during construction. I distinctly remember your last contractor did not foliow instructions made
and given by our office. I do not specifically believe this lack of attention caused the problem
currently experienced by Mr. Largent. However, the original design combined with a wei yeaz,
abnormal flows and the minor construction activity all worked together to saturate and erode the
existing hillside aear Mr. Largent's home.
707 wesr 7rh . suf:e zaU
Spokane, WA 99204
509-458-6844 • FAX: 509-458-6844
. -r..,,
-
Adciitiorial Repair/Remediation to the Ditch Uph211 from 'Larry Largent's-Home ,
J.uly, 1~2, 1999
Page. 2 - -
Once:.this reinedy-work_ is completed, we do .not think that there will be-,any..more problems with
ttiis°ditch. ShouJd you desixe IPE to assist you=-on:this, project, our fee estimate to do ihis wor-k
will belprovided when requested.
Sincerely;
Inl 'PacV _eering, Inc.
- odd R. WP:E., 4r
President
TRW/tw/,aw
cc: Larry, Lacgent, 10924 E:, Ponderosa Drive
'Bill Hemmings, Spokane County Enigineers
file
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~ • ~~~r~~-~
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S PC-) K.4 N~ , C C> U N T Y
DNts[dN OF ElYGtNEEtuNG Avu ROADS q DnnsrON or• rwE PUsWe WoRxs DEPnRrMEM
Wllliam A. johns, P.E., County Engineer
MAy 7s 1999
Mr. Todd Whipple, PE
Ialand Pacific Engineering, lnc.
707 West 7"', Suite 200
Spokane, WA 99204
RE: I.eiters of Mareb 3, 1999 &.APril 21, 1999
Dear 1'odd:
VVe received a copy of a letter you signed dnted March 3, 1999 to LSR Propel-ties
and we afso received a copy of a letter you signed dated April 21, 1999 to a Mr.
Larry Lnrgeut. We have revicwed both of thcse letter•s and tind statements you
have made that contlict with the projeet file and record. I liave therefore beeli
directed tu pi•epare A response tu tlicse iteuis in order to set the record s[rnight for
all those concerned.
LCT7'ER OF NIARGH 3, 1999:
Paragraph tltree st.ttes j` Me cll?!/'11v lTClldr, oft nvo pCCaSICI/1S, clirecled rr.S• tu pIace
cuttcrel~.~ in the e:hrr»i1c;l t,a il jiaiv appectrs."
The recorci shows a letter f'rom Dick Mason dated ,tanuary 6, 1998 sAying that fabric
Rnd rip rap has been plnced and tUat tlie calculations he did sbow the 4 incli stoues
to be adequAtG. Jiw R:idke responded ta t[iis letter by doing iiis own caleulatians
for rip rap calculations and issue a letter dated Janustry 30, 1997(typo shouid be
1998). This letter expressed conreru in regard to the rip rap gradation iind
thichness. He stated the rip rap in piaces was Iess thaa one foot tiviiich would in his
opinion be consiclered the required minimuiii thickness. He also stAted concern
regarding the D-50 of the 6 incVes way be too smaU given the condition that there is
a bend i,k the channel as well as snnie other conceriis regarding tite rinishcd produci.
13e fiuishes his letter stating "If the sizc.~ vr thickjre.ss is found to hc luckitrg, plerr,se canle
1rp >sQil/i.vuinc; putc~-ttticrl cilletirctliiie.ti• lu incrc,~crse lie c`1ClIlI1G'l l%IiIIIg siuhility." Jim nacllce
ngain in a February 4, 1997(typo should be 1998) letter snyti "Uilf! C7C'~eptahle inc.~crjrs
uf i•eaulving the rip rclp 1{lrckire.Y.Y ieywie utic! t/ic siziirg r f'thc: rip rup ru•r»inc/ lhe hc.-itcl ifr
the chajuzel ivvtild be to pIace ll 3000 IW g/'Ullt !tl aIILI Cli'Q1lj7d 1hG vOIChvpc7ve.v hellt~een
t1re rip iula. 1{iis wuulcl h4 rc:qlrirecl ciloiig tiic hUllllN! Uf l{1(,' Ghtijlllt't I/1 slrrril rcachea,
1026 W. Broadway Ave. • Spokane, WA 99260-0170 •(509) 477-3600 FAX: (503) 324-3478 TDU: (509) 324-3166
. ~
atir! ulorig hoth tjie butto»i cijtd the side slapea o f!he chaj»tel arC)llild bE,'nA,S. " Tliis
LWestian o1' n CO/l1/Il0/l 6ItgllleePlltt! DPllt'll4•e tlzut cuiclrl be COiJSIIIePBII as an
arreptable salritr'oji to nprobleiir is not a tlirective hut an attempt bv SQokatie C'aunfv to
bring n resolutian to the nbove issue. lii un Augtist S, 1998 letter jram your firn: yau
►V/'lte r`Aftet• several rputrd rubifl c-!l1t7lIS baCk aJ![l fp!•th with the GUu►11y UIId GeIIVee11
your self unrt If'I;C11ast iveek regaj -difrg l1ie re.s•alzrtldrr uf draijrage ismie.s fro Ijie trbvile
re, ferctlcedprojects, I.nrry Cruthrie, the spatisur, hus rrskerl tlrat we prapase to you that a
concrete slurry or• sj7ut cj•ete he trpplied la the hc~ndy in the "luvtter tihrrtuie!', tivhere tjte
i•vck !s bustilt." Again - vour proposing the use of a concrete slurrv is not a
directive from SpokAne Caunhr. 1 find nu evidence in the nroject file of nn directive
froni Spokune County. We did request that if you did the slurty that you include
the cntrance to the culvert, since Jim Radke bud questions About this in previous
correspondence. You agreed to the request and again a request is not A directive.
It is now obvious tLAt the concrete that was placed was not the slurry tbat wAS to filt
just the voids in the rip rap, which is what Spokane Counly rvas accepting Hs your
praposal, bui was something different. I know of ao Spolcane County personnel
who were on site when the concrete was placed so I cAn not see how Spukane
County in any wAy is to biame for the way the concrete was placed.
LETTER OF APRTL 21, 1998:
In paragraph one ynu state " During CY .s'l/b!)lll/.Uj !o lhe cautity, ci Mr. f3i11 Hemmrngs,
I'E svrlh Spakane currirty, 17.S11G'd lfll'. SIIe atrcl natecl ern.Sloll !11 ljle ChCIIl17eI lllltl /ht' C,'rIIVG)'I
plpe, Se@ SpqICCJiIf' C"ollilly e-!)ltlll dtlled 7' 24'97. fil 1f11S C'-lI1Cl%l, Nli'. HG/)1llllllgS L'oIlleS to
the cajrrluslUiJ tlJal CUllt?ly llltll7JlL)1C1jJCl,' yJGeded lt1 CIE.'Clrl the ditch and pipe rn2c! Mr.
Cirrthric ireecafed to i•ecujistt•iiet tlie chcrtttiel pr•iar 1Cl Yt'CelVIlIg approval fur tlie sliurt pltils.
A copy of the 7/24/97 e-mail is uttacbed and n reading of the e-rnail does not tui•n up
aiiy niention of a need i'or Spokane County to clean the ditch. What the e-ntail savs
in this reeard is that a request was turned in to muintenance to clean tlle eulvert.
There also is no mention ot' the spansor being required to reconstruCt the chAUnel.
What was said was that u conceQt drainage pIsn is aeeded that will show how tlte
developed stormwater volume for Shurl Ptnt 1128 1129 will be tlisposed of siitce it
should not be nllowed to cantribute to a critical erosion Qroblem downstreArn.
in paragrapii one ynu statc "hr regcrids to rLAcanslt7ic'11p11, IP1. !l1dtcf114'd /n ljl4' C'o11J1ly
atrc111p1r. CTrrilu•ie thnt ►1pe tivo2tld rtvt pr•epctre crny plrxns or spccicntians irr regrrrcl tr, the
clitc-h recn»struc.'l1Clil CUIcI IC'~t it lo A4i•. l;lahrie tu recun.struct.
Thraughout this prncess IPEC was totd that whatever was buili had to be inspected
and certified as being adequate to handle the increased volumes of stormwater for
the various, storms as defined in tlie Spokaite County Guidelines for Stnrmwater
1Vianagement. One of the conditions of acceptance on 1PEC's proposal to piAce a
. ~
concrete slurry was 'rIP1:C' strbinita a leItcr follc,tit►iirK cvrr.vIr1lG11oN thul tirey htive
iirspected the caiistr!!Cl%qIl wpI'k p't1dfit1d ll lU be C1G~~~lwab1e a►Id that the work inear the
deSlgll C/?!t!r1Cr CClllltl%j1ed !)1 l{iE.'ll' CCY1G'trjCt11uI1S Cl/tcj W%II lldeqtIQ1eIy l1t7I1LI1e !he ClemIoped
flv►vs.fi-am,VP-1128 a,rd ~S'f'-11 29. " On August 28, 1998 IPEC submitted a letter thut
said "PVe fitld tl~e wvrk ta hc utceptnhlea Qlld lj14' ►vurk !)ll'e1S• rhe dc.sigll ei•ileritt
cofllCrltlL'd %i1 the ~crlculatiarrti pr•cwiouslv srrbmi[ted i►1 urir• letter dated Augrrst S, JyIN. "
In paragraph two you stAte "After the iss7re ivas settlecl ivith Mr. Rcrdke, Mr. Hemmittgs
ttgCllil VIS114'd the SIle LiIld delL'i'lllllled ll?Cll Ij1F,' ICIrge bctid tu tiie righl (viewcd fi•uni tvp tu
hOftUtI1) 5j7O1lId j1C1VL lltid%lIGtICII Cll'/YIUYIIIg dU lllllll!)11?G t'UL'It mpVt~'IIIE'.)11 glVt'fl lyle L'LIpCJt%tJ
i»volWecl, priar to shvrl plat c~pproifal. " l did not make any determiuation of the diteh
adequncy but I did Ask Mr. Radke to investigate whether or not in his proCessionul
opinion the ditch, "as constructed", w►ould be adequate. This is what brought about
the JAnuary 30, 1998 and February 4, 1998 letters from Mr. Itadke where TPEC
eventullly proposeci to instttll a concrele slurry to talce care of Mr. RAdke's
concerns.
It seems to me that your statenient that the work nieets the design criteria of being
Able to baodle 10.77 cubic feet per second of storniwater tlows is not accurnte if
various stormwater flows are IeAVing the channel and going nnto private property.
We would appreciate it if your company could be apnrt of a solution as it does not
appear thRt it would be veiy hard to reconstruct the portion of the channef that is
causing the problem.
Please let us know if you cAii help put an end to this issue. Tliank you for youi•
conperation up to this point.
Sincerely,
~ t -i--
Bill Hemmings, PE
Devetopment Services Eiigineer/Mauager
cc: File, Larry Lnrgent, BiU Johns - County Engineer
Kute McCaslin - County Commissioner
Gstry Oberg - Public Works Director
NNISMAl
im RECEIVEn
AUG 10 1998
I N LAN D PAC I F IC E N G I N E E R I N G, I N C. SPOKANE GOUNTY Et1GlNEER
August 5, 1998
W.O. No. 96255
Developmen► Services
Spokane County Public Works Departmeiit
1026 West Broadway Avenue
Spukane, WA 99260
Atvi: Bill Henunuigs, P.E.
Re: Larry Guthrie's proposed 31ot Short Plat No. SP-1129-97
Larry GutLrie's proposed 2 lot Short Plat No SP-1128-97
Dear Hill,
After several round robuz e-mails back and S'orth wilhui tlie Cuunty and between the yaiir
officc and IPE last weck regarding the resolution of drainage issues for the above referenced
projects, Larry Guthrie, the sponsor, has xsked that we propdse to yuu tliat a concrete slurry
or shot crete be applied to the bends in the `lower' ehannel, where the rock is basalt At this
tiine, iio sitirry or shot creie is proposc;cl 1'or the uppcr chaiuicl whcce the lai•ger river cock is
founcl in ilie diceh c1lannel. The slurry would extend 30' upstream aiid downslreatn uf all
beilds, in prder td keep the rip rap in ptaCe at the velacity calculated. Calculations are
attac:hed which indicale that the bends need to be slabilized agaiiisi the c;haracceristic velucity
of 10.77 cubic feet per second. The concrele sluny or shot cretc wi ll provide the necessar~~
stabilization. The method of application will be to apply the slw-ry or shnt crcte wia pressure
followed by trovveling for a smooth and even application, and then broomed for rough.ness.
Additianally, caiculations are uicluded which uldicate tlat the basalt rock is suffiGient tor tlie
straight channel. therefore, no slurry or shot crele salution is recommendcd at this tiine. Mr.
Guthrie would like to have the work done itnmediately. and tvnulci lhen expect to final plat
the above cefereiiced two short plats. If this proposal is agreeablc tn yAou, PICASC 1•espvnd irl
writing so that work can proceed; we are not anticipating preparing any plaiis fUr this
improveinent unless speCifically required by Spokaiie County. Please call witli aily
questions.
Sincerely,
Iitilai Pacif c ineering,
- ~ .
odd K. Whipple, P.E.
President
TRWism/tw
enclosures
cc: Dennis Scatt, P.E., Spokane County
L~~ Guthrie, and IPE file
•
707 West 7ch • Suite ll)D 2020 lakewnod Drive • Suite 205
Spakane. WA 99204 Coew c!'Alene. ID 8:3814
509458-6840 • FAk: 509•450-6E344 208-765•7784 0 fAX: 208-769-7237
Larry G. Largent
Telephone 509-924-6511
10924 E. Pmnderosa 136ve
Spokane Washington 94206
Moy l, 1959
RECEIVED
Ms. Kate McCaslin, County Commissioner, District #2 MAY 0 4 1999
1116 W. Broadway Avenue "
Spokanes Washington 99260 SPOKANE COUNTY ENG~Nt~
Dear Ms. McCasiin:
In desperation, I am writing you and enclosing the following material and pictures for
documentation as I don't know where else to tum short of filing a suit against all parties
involved including the county.
Our home and property are Iocated at the above address in the Spokane Valley known
as Lot 3 in Block 1 of VALLEY VISTA ESTATES as per plat recorded in Volume 17 of
Ptats, Page 66. Our concem is a drainage channel located on the west side of our
property. The channel was required by the County for the development by the
developer, Larry Guthrie dba LSR Properties. The channel was never done right with
subsequent silting in of culverts downstream and rapid deterioration of new channel
seeking it old course which was through our yard and site where our basement and
house now stand.
In 1997, the County required Guthrie to rebuild the channel as a condition for further
development upstream. IPE Engineering, Inc. was enlisted to aid Guthrie in this
endeavor as well as the County to give final approval.
Enclosed you will find pictures taken early this year that will document the failure of all
these efforts. The developer does not respond to letter or phone call and IPE
Engineering claims no responsibility as well as the county.
Perusal of attached correspondence will fill in the details of why repairs failed. Right
now I have a defect on my property due to the failure of all parties involved accepting
responsibility for assuring that the original new channel was constructed properiy. This
drainage channel is doing its best to reestablish its original course through my
basement. My wife and I are facing retirement but we cannot put our property up for
sale due to the financial negative effect until this defect is corrected. We are requesting
your assistance on our behalf to do what is necessary to require ail parties responsible
to correct this problem.
Sincerely,
Larry G. Largent
Enclosures
cc: Bill Johns, County Engineer
7
t ~
INLAND PACIFIC ENGINEERING, INC.
SPOKANE • CUEUR D'ALENE
Apri121, 1999
W.O. No. 96255
Mr. Lariy G. Largent
10924 E. Ponderosa Drive
Spokane, WA 99206
Re: Guthrie Short Plat - Ditch Repairs and Subsequent Problems
Dear Mr. Largent,
First I want to assure you that if you understood all of the facts that you would see that Inland
Pacific Engineering (IPE) is not culnable for the problems that you are currently
experiencing. I find it curious that you continue to pursue action against IPE when in fact
your issue is with Mr. Larry Guthrie and LSR Properties, who are directly responsible for the
re-construction of the EXISTING ditch. I will only tell you that IPE performed two separate
and distinct tasks on this project. They are as follows:
1. In 1997 IPE was contacted by Mr. Larry Guthrie of LSR Properties to provide him
with two separate short plats. In performing this short platting scope of w•ork, IPE
periodically made submittals to Spokane County for approval. During a submittal to
the County; a Mr. Bill Hemmings, P.E. with Spokane County, visited the site and
noted erosion in the channel and the culvert pipe, see Spokane County internal e-mail
dated 7I24/97. In this e-mail, Mr. Hemmings comes to the conclusion that Gounty
maintenance oeeded to clean the ditch and pipe and Mr. Guthrie needed to reconstruct
the channel prior to receiving approval for the short plats. In response to lhis comment
Mr. Guthrie and LSR Properties agreed to the reconstruction to obtain their short plat
approvals. In regards to reconstructian, IPE indicated to the County and Mr. Guthrie
that we would not prepare any pIans or specifications in regard to the ditch
reconstruction and left it to Mr. Guthrie to reconstruct. Later, after the ditch was
originally constructed and in response to questions from a Mr. Jim Radke, P.E., (no
longer with Spo. Co.) IPE submitted sizi.ng calculations for the basalt rock used, to
verify adequacy.
2. After the issue apparently was settled with Mr. Radl:e, Mr. Hemmings again visited
the site and determined that the large bend to the right (viewed from top to bottom)
should have additional armoring to minimize rock movement given the velocities
involved, prior to shorl plat approval. This revision and additional armoring request
came about in the summer of 1998. Mr. Guthrie at first resisted and then performed
the armoring (concrete) construction. Again, IPE did not prepare plans and only
forwarded a copy of a suggested shotcrete formula and application guidelines that
707 West 7th • Suue 200
Spnkane. `1'A 414:()4
W4458-f►840 • FAX 509-4W6844
1
Mr. Larry G. Largent
Apri121, 1999
Page 2
were found in the WSDOT ! APWA, Standard Specifications for Road and Bridge
Construction. It should be noted that Mr. Guthrie did not use shotcrete for
construction. For the second go round with the concrete, the only task that IPE
performed was to inspect the neat line of the concrete to insure that it met the
dimensions agreed to between Mr. Guthrie and the County. This task we fulfilled,
and fomarded our documentation to the County.
Therefore, although you are sure that as an engineering company we are at fault, we
performed no design services which could be determined to be at fault or culpable. It is for
this reason that we continue to contact Mr. Guthrie and LSR Properties to remedy your
situation. It should be noted that IPE's actions to meet with you on site at the onset of the
problem was by no means an indication of fault. If you assumed this to be the case, you aze
definitely in error. Our actions were to minimize impacts to your property and to minimize
remediation costs by our client, Mr. Guthrie and LSR Properties.
Most importantly, I believe that the problem that you're experiencing is due more to the
channel's existing geometry and supporting soil make up than any construction work that Mr.
Guthrie may have performed since 1997. It appears that the surrounding soils are somewhat
siltatious and highly erodible. Additionally, the beginning of the problem location is actually
where, via gravity, the water in the ditch would naturally begin to put the most force at, away
from the center of the channel. This is due to the fact that the water wants to continue to
travel straight before it makes the slight bend to tbe left and then the big sweeping right turn.
1 believe, and this is my Professional Opinion, that the fire hydrant flows from December that
you noted may have saturated this downstream bank and actually started this erosion
problem. Additionally, again my Professional Opinion is that the erosion problem that you
are experiencing would have occurred regardless of Mr. Guthrie's recent construction
activities or not. Therefore, as an easement on your property, if the erosion may in fact be a
maintenance problem, and if your easement states that it's your responsibility to maintain,
the problem may be yours to remedy.
Subsequent to this and in conversations, I have asked you for a list of damages that you feel
need to be remediated and a photo of the area prior to the onset of problems. These will be
used by IPE to forward to Nir. Guthrie to cost out his remediation work. Based upon our
observations and other photos that we have in our possession, it appears that there was
impact to the hillside, some erosion, the now prevalent ditches as well as the loss of a couple
of small plants and shrubs. However, these shrubs may have been over-browsed by deer and
other wildlife and may have been dying anyway, but we will let Mr. Guthrie decide this with
you.
Mr. Larry G. Largent
Apri121, 1999
Page 3
As to remediation, we have formulated a concept that should minimize the potential for
impact to your downstream property from this upstream ditch. However, it should be noted,
that due to your litigious actions and comments, IPE may not participate with iVir. Guthrie
after this letter and will step aside and d'uect you to respond directly to N1r. Guthrie.
I am sarry that you are frustrated with your attempts to get this situation resolved, however,
as the President of IPE I can no longer let a situation where we designed nothing, constructed
nothing and only inspected the placement of the concrete lead to IPE having all responsibility
laid at our feet. I am sorry that Mr. Guthrie would not and has not responded to this issue
through us, but your remedy lays with Mr. Guthrie and LSR Properties, not with IPE. I will
also warn you about a frivolous attempt to impugn IPE's name either with the State Board of
Registration or Spokane County Commissioners. Should you proceed to impugn IPE after
our attempts to help you remedy this situation, I may be forced to bring counter claims
against you.
Based upon your most recent overtures, IPE will no longer act on your behalf on this issue,
nor should you expect IPE employees or other representatives to assist you further, unless
you agree to desist in trying to lay blame where none is warranted.
Sincerely,
Inlan acific n' eering, Inc.
r
•
Todd R. Whipple, P.E.
President
TRW/tw
cc: Larry Guthrie, LSR Properties
David Knudson, W itherspoon Kelley, et. a1.
file
~
Todd R. Whippte
From: Hemmings, 6ill <BHemmings@spokanecounty.org>
To: 'Todd Whipple, PE' <toddw@ipe-sti.com>
Cc: Johns, Bill <BJohns@spokanecounty.org>; Scott, Dennis
<DScott@spokanecounty.org>
Subject: SP-112 - 28 - a Guthrie
Date: Tuesday August 11 , 1998 8 25 AM
8-11-98
We received your proposal to provide a concrete slurry in the existing
downstream stormwater channel instead of providing onsite retention and
disposal of developed. volumes on August 10, 1998. This proposal is
acceptable with the following conditions:
* The developer and contractor obtains any applicable permission
to do this work from the affected property owners. Z.a,
" The application of the concrete sturry extends the full width of
the channel where rock is present,
* The slurry extends a minimum of 30 feet upstream and downstream
of the bends as represented in your August 5, 1998 letter.
* IPEC submit a letter following construction that they have
inspected the construction work and find it to be acceptable and that
the work meets the design criteria contained in their calculations and
will adequately handle the developed flows from SP-1128 and SP-1129.
* Following the above, the short plats may be finalized.
We request that the slurry be added to the culvert entrance for a
minimum of 3 feet around the entrance.
If you have any questions, please call me.
Bill Hemmings, PE
^ ,l,c~ ~i b 7 ~ ~l ' i..~~~ ' ' ' ~ = _.I.t,,:,G~N ~,,j~'! • rC / j~C C~' •l~ •1 ~P .JC
Page 1
Larry G. Largent
Telephone 509-424-6611
10924 E. Ponderosa Drive
Spoicane, Washington 99206
April 8, 1999
Todd R. Whipple, President
Susan K. Murphy
Inland Pacific Engineering, Inc.
707 West 7th, Suite 200
Spokane, Washington 99204
Dear Mr. Whipple and Ms. Murphy:
Your letter of March 3, 1999 addressed to Larry Guthrie and copied to me is an attempt on
your part to put off the inevitable. Susan, you stated in your phone message reply to my
cail today that you had not heard from Mr. Guthrie regarding that letter and,in my
estimation, you probably never will. Inland Pacific Engineering was contracted by Guthrie
to redesign that drainage ditch and supervise the project to completion. It is your
responsibility to correct any errors of design and construction, not Mr. Guthrie's and you
know it. Also, that ditch is not in a wetland and I not buying your putting me off with waiting
for the right weather. Fanners have been in their fields for over a month in this area.
What I want from you folks in the time it takes you to get to your computer, is the definrte
plan and timetable to complete the rebuild of this ditch. In this plan I expect the provision
for the removal of the copious amounts of cement that was dumped in the ditch, details of
the coRection of the juncture of the rebuild with the ditch coming from above, provision for
the replacement and repair of damaged landscaping, and finally, guaranteeing the finished
ditch with its riprap and supporting slurry of cement will be uniform in appearance and
blend with the surroundings. My wife and I plan to put our house on the market for sale in
the near future and this ditch is an eyesore and has negatively effected the value of our
property.
If I don't receive a satisfactory response to this letter in the next few days, I will be drafting
correspondence to the county commissionecs outlining our situation here as well as I will be
contacting the Board of Registration. In addition, I will have my attomey contact your
insurance company.
I hope you understand from the tone of this letter that I am not pleased with what you may
describe as being attentive to my problem here because your waiting for a reply from Mr.
Guthrie is a putoff as well as your excuse about the weather. None of these excuses the
fact there is not a plan for the job to be redone or a time table to do it.
Sincerely,
Larry Largent
cc: Neil Humphries
♦ ~
INLAND PACIFIC ENGINEERING, INC.
. SPOKANE • COEUR D'ALENE
March 3, 1999
IPEC # 96255
LSR Properties
13149 E. 32"d Street
Spokaae, Washington 99216
Attn: Larry Guthrie
RE: Drainage C6annel for SP 1128-97 & SP 1129-97
Dear Lazry:
We received an e-mail from Bill Hemmings on February 8`hregarding the drainage channel in the
Ponderosa area. I have enclosed a copy of Bill's fax for your information. We have had
intermittent snow since then, and we were finally able to get a look at the chaanel on Monday,
February 22nd. There had been a steady wet snow that moming, which melted rapidly, and we
were able to observe the flow path, which is what the homeowner, Mr. Larry Largent, had
apparently complained about. The concrete in the channel was not the problem in this particular
case.
At the interface of the larger river rock and the smaller basalt rock, water is flowing under the
liner, and headi.ng in a very obvious path to the homeowner's landscaping, rather than following
the turn in the channel. There are several azeas within the upper reach of the basalt channel which
have collapsed, due to the washing away of the underlying material. Susan Murphy and I met
with the homeowner on the 22nd, and dug a temporary channel while we were there to alleviate
the immediate problem of flow saturating his side yard with water and soil. (There has not been
water damage to the house itself, as there is positive drainage away for the house.) One of our
inspectors went out again this morning, February 25th, after the homeowner had called
yesterday, expressing some concern about the temporary channel not diverting all the flow away
from his yard.
There is a problem here that needs attention, which we are attempting to address on a teraporary
basis by checking on the channel whenever there is rainfall of a more than minimal amount. Our
short term goal is to keep the water out of Mr. Largent's yard so that the lawn and landscaping
have a chance to dry out. We also do not want the homeowner to feel we are ignoring his
concerns. He is very unhappy with the appearance of the channel since the concrete was put in,
and wants it removed. We made it very clear to him that the County had, on two occasions,
directed us Eo place the concrete in the channel as it now appears. Mr. Largent has also told us
1)• iskmllgtttltric
707 West 71h • Suite 200
Spokane, WA 99204
509-458-6840 • fAX: 509-458-6844
•
that a fire hydrant was opened up ai the top of the channel sometime in December, and though he
was not home, his neighbor told him it overflowed on both sides of the channel, and may have
precipitated some of the problem now being experienced.
In the long term, what needs to be done to the channel in order for it to operate as intended is as
follows:
1. Remove the basalt and concrete &om the interface to a point about twenry feet past the
lower bend.
2. Place a three foot deep, keyed wall at the interface of the river rock and the basalt
rock.
3. Reshape and deepen the portion of the channel which is shallow, in the vicinity of the
lower bend. Pour a concrete bod from the bottom of the key to the bottom of the bend, to
force water to make the bend in the channel and remove the possibility of water passing
through the bank onto Mr. Largent's property. The concrete would extend to the north
end of the lower bend, at which point the channel straightens out and is no longer a
problem in terms of misdirected flow.
4. Replace the basalt over the concrete channel, to dissipate the energy generated by the
velocity of the larger flows which happen with a runoff event or heavy rainfall. A final
thin slurry would be needed to keep the basalt from displacing at higher velocities.
5. We recommend an underdrain be installed from the interface of the river rock and
basalt which would daylight at a point where the channel becomes tangent below the
lower bend.
In retrospect, we now believe allowing you to leave the basalt in prior to concreting may have
ultimately not been in your best interest.
Mr. Largent has indicated that he expects that his landscaping will be restored to its original
condition. I have enclosed some of tbe pictures we took on the 22°d , so that you might have a
clearer picture of what has happened. Please give me call at your eazUest convenience to discuss
this matter.
Sincerely,
Inl d Pacific Engineering Company
~ .
Todd R. Whipple, P.E.
TRW/s1Qn
cc: file, Larry Largent,
Bill Hemmings, Spokane County Engineers
D: IskmUgulhrie
r
Todd R. Whipple . .
From: Hemmings, Bill <BHemmings@spokanecounty.org>
To: 'Todd Whipple, PE' <toddw@ipe-sti.com>
Cc: Johns, Bill <BJohns@spokanecounty.org>; Busko, Doug
<DBusko@spokanecounty.org>; Hess, Steve <SHess@spokaPcrcounty.org>
Subject: SP-71281SP-1129 - Larry Guthrie
Date: Monday, February 08, 1999 12:54 PM
208-99
Todd
We received a call from the properiy owner on the eastsicl.e of the
stormwater channel that was constructed and had concrete piaced in it last
year for the above plats. The concrete placement in one portion of the
channel nearly obliterated the channel and greatly reduced its capacity to
levels below what was required by the design. The water is coming out of
the channel at this location at even low flows and is causing damage to the
landscaping and yard of the easterly property owner.
Please review and respond as to how this problem will be solved.
If you have any questions, please call me.
Bill Hemmings, PE
SPOKANE COUNTY OFFICE OF COUNTY ENGINEERS
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INLAND PACIFIC ENGINEERiNG, INC.
January 6, 1998
Spokane County Public Works Department
1026 West Broadway Avenue
Spokane, WA 99260
Attention: MR. Bill Hemmings
Re: Larry Guthrie's proposed 3 Lot Short Plat No. SP-1129-97
Larry Guthrie's proposed 2 Lot Short Plat No. SP-1128-97
Dear Bill,
- As reported in our December 15, 1997 letter, the existing drainage course
which serves the referenced projects has been repaired with rock rip-rap and
fabric. To establish the adequacy of the repair, we calculated the volume of
runoff expected, the runoff velocity and checked the required stone size for
tlie rip-rap. Ttie calculations and related maps are attached and ind.icate that
an equivalent spherical stone size of approximately four inches should be
adequate. I revisited the site and confirmed that the upper half of the shaped
channel has a longitudinal slope of 15% and a cross slope of 3:1. I estimate
that more thaa 50 % of the rock by volume meastues six inches or more in at
least one direction and that less than 20 % vvould pass a 4-inch screen.
I believe the materials used to make the repairs exceeds the minimum
properties required and the repai.r itself is adequate to uandle the nnoff
anticipated.
;Respec R
? IA p~ ~vAs~chard L. son,
,
enclosures
f
y
•
• ~ . ' ✓•e'
ir
RECEIVED
EXPlf,L::
JAM1Z1998
$$WNrE COUNTY ENGINEER
707 1Npsi ath • 5tiitf• 200 20-10 lakewutid Onve • Suite 205
Spvkine. WA 99204 G_oC'ur d'AIertv, If) 81814
509-438-hb411 9 FAX. 509,458•6844 2011 76i-; 7t34 • F/1X. 208-369-e277
~
.
The flow in the drainage channel was calculated to be 10.77 cfs. Ttus was determined as
summarized below.
From Accepted Drainage Report for Guthrie Family Tracts:
(copies of calculations included in appendix)
Eaisting Guthrie Familv Tracts Ca.icuiatioas 2.3 acres @ "C" = 0.41 (Guthrie Family Tracts Basin "B")
1.31 acres @ "C" = 0.47 (Guthrie Family Tracts Basin "C") p
0.20 acres 0 "C" = 0.9 (Guthrie Family Tracts Basin "D")
3.81 acres @ "C" = 0.46
Total Basin to Drainage Channel= 9.15 acres (please see ~;tached basin map),
Z 1) ~r
Developed 1.79 acres @ 1.5-3.0 DUiGA "C" = 0.30 (rolting)
Undeveloped 3.55 acres Q"C" _.30 (Meadows & Pasture Land - Rolling)
. Therefore = 3.55 + 1.79 = 5.34 acres @ "C" = 0.30
- : r
~ ~ .
Composite "C" _ f3.81* 0.46) + (5.34*4.301 = 0.37
9.15
Q=CIA=0.3? * 3.18 * 9.15=10.77 cfs
G~~oF wAS~yl so
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Trapezoidal Channel Analysis & Design
Open Channel - Uniform flow
Worksheet Name: guthrie
Comment: ROCK-LINED CHANNEL
Solve For Depth
Given Input Data:
Bottom Width..... 2.00 ft
Left Side Slope.. 3.00:1 (H:V)
Right Side Slope. 3.00:1 (H:V)
Manning's n...... 0.040
Channel Slope.... 0.1500 ft/ft
Discharge........ 10.77 cfs
Computed Results:
Depth............. 0.47 ft
Velocity......... 6.75 fps ~
Flow Area........ . 1.60 sf "
F low Top Width 4.81 f t
Wetted Perimeter. 4.96 ft
Critical Depth... 0.69 ft
Critical Slope... 0.0318 ft/ft
Froude Number.... 2.07 (flow is Supercritical)
:
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Open Channel Flow Module, Version 3.41 (c) 1991
Haestad Methods, Inc. * 37 Brookside Rd * Waterbury, Ct 06708
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S P O K A N E C O U N T y
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DIVISION OF ENCI-VEER[NG AL D ROAD5 • A DIiltSIQx OF TIfE PUBLIC WORKS D6PAIZTML`'T
will;am A.1ohns, n.E., County Engineer
Oennis M. 5eott, P.E., Dirc.*ztor
January 34, 19916
Inland Pacific Engineering
707 Wesi 7`h , Suite 200
Spokane, Washington 99204
Att: Richard Mason, P.E.
Re: Larry Guthrie's Proposed Short Plat # 1128-97 and # 11 Z9-97.
The Ditch Repair
Dear Dick,
I visited the ditch repair this past Tuesday, and have had the opportunity to look at the
calculations and letter dated January 6, 1998. I also ran through some rip rap sizing
procedures.
1VIy primary concern is the gradation & thickness of the rip rap, and to a lessor exteni, the
entrance to the culvert beneath Ponderosa Drive.
ln some locations, I fownd the rip rap to be much Iess than 1 foot in thickness. So this is
less than whai would be considered the required minimum thickness. Also, a D-50 of 6
inches may be too smaU given the condition thai there is a bend in the channel. Please
provide information on the thickness of the Wung, and the required D-SQ of the rip rap if
the channel bend is taken into consideration. Also, can an actual sample of rip rap be
taken and a gradation run to confirm the visual estimation.
Please take another look at the rip rap sizing and thickness putting the channel bend into
play. If the size or thickness is fouad to be lacking, please come up with some potential
altematives to increase the channel lining stability. Also evaluate the culvert entrance with
respect to potential clo ging. Thanlcs. .
J'im Radke, P. E.
,oe7
Engineering Services
1026 W. Hroaduay Ave. • Spokatte, WA 99260-0170 •(509) 456-3600 FAX: (509) 324,3478 TDD: C5691324-3266
~
INLAND PACIFIC ENGINEERING, INC.
August 28, 1.998
Development Engineering Services
Spokane County Public Works Department
1026 West'Broadway Avenue
Spokane, WA '99260
Attention: Bill Hemmings, P.E.
Re: Larry Guthrie's-proposed 3 lot Short Plat No. 'SP-1129-97
L- arry Guthrie's proposed 2 lot, Short Plat Na SP-1128-97
Dear Bill:
Enclosed please find an inspectiori report and pictures which, verify that the,proposed
construction work has been completed on the drainage channel serving the. above referenced
short plats. Nelson Ogren and Susan Murphy of our office were both preseni from the time
the work, -was begun until tlie work was completed. The work was, done as-.proposed, and as
the pictures. indicate, concrete was pumped into the rock channel for the -full width of the
channel, 30' in either direction of the bend in the- lower (basalt) channel. Ttie~ concrete. was
then troweled and broomed'. Concrete was pumped -into- the ,area wilhin three feet of the
culvert entrance, then trowcled and broomed as, well.
We find the work ,to be acceptable; and that the work meets the,design criteria,contained in
tl5.e calculations previously submitted in our,letter dated August 5',1998. As indicated in your
fax of August i l th, 1998, [ assume the finalization of SP-112$ and SP-1129 can now,
proceed.
I_f you have any questions regard.ing this, matter, please give, me a call at 458-6840.
Sincerely:
~
.
Todd R. Whipple, P.E.
TRW/skm
cc: file RECEIVEp
L. Guthrie, owner
J. Pederson, Spokane, Ca.unty PYanning AUG 3 1 1998
J. Idocumen11962'551spoco2 SPOKANE CO[1NTY EIVGINEER
707 West ith . Suite 200 2020 Lakewood Drive • Suiie 205
Spokarie, WA 99204 Cc►eur d'Xlene; ID-8381'4
509-458-6840 • FAX: 509-a58-6844 208-765-7784 • FAX: 208=769-7277-
' I
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' ' _ ~ . NORTHWEST • , ~1R~
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~ SOILS; TMTING & INSPECTI ON c o
. • • 7 iM~~
D.A.&IY:Y FIELD REPORT Qate Inspector's Daity Report No.:
Arrival.Time- -S.TI Project No.: - 2, : ~~''P m - 9LoZss
Weather - - ' rage~ No, ot
_ t+ ~•s I
Client Local Representative/-.phone number,
. Generai Contractor 5ite RepresentaUvel phone number
,Subcontractor - ~TI Project Managerl phone:number
~tl-a-ru►P~nh! Pvu~r► P 5~~~ 4~z~prr~ _ _
STI Fietd, Representative .
N c-c~s-o►.l ~a.P~-~. . -
Manpo.wer & Equipment Used '
~n
C
. - ,
Comments: ' -
;(WoricConiptetedApparently O'%J 12C--f'o2T ^
perSpe.cifications Prubtems .
and their•Sclutions)
G~~ t_ 'a&~ 0 Ta'E:da 14-i.! Ar- Nfwv~rsc~j 2: I S 0&41. TH-E Ce-r4 rrLAt- -
~'Mc-r- m~ x 7-- ¢-o vti•, A Ct-+-A-Aq P~ o #,t PO m P~ _
~'~i)C~ ~dsr . A 9`/7- L' v 3 YA-2-0!!~ cA:),APc
O'q~ A-To' c.c..r LO v u r rf
o r- ~ -~~-~-a-,.~n.l ~ . - 7' FE-E • C o M - - - - l4- fj Pc To _t_X, r= L
=oT ~ ~_rLc 54....v m-P : `Tr ~e F"ofAP C~F~•C'fL~9rTDk..-
~1.~.i,~.
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STI FIELp REPf~ESENI'ATIVE CONTRACTOR'S REPRESENTATIVE
Thts documentand referenced addenda ar~e~to be conuntil, revetwed end signed by the IPE
construction engineer,andlor'S"j'Iproject manager.
• Date ` , . Date
STTCONSTRUCTION ENGINEER STI PROJECT IVIANAGER
Corresponding Oeficiency Report No:
. ~
- , 1V' RTHWEST
/Yit\~*, - - _ - .
Dats - - - 1nspector's Da Iy.Report"No.: -
_ ~~ca 2_S S 19,4. ' . I
STI PkoJect No. . Page No. oi •
9cn2ss . 2
Camments -
c~~++a~~~n►- ~-n~ r-~ Lv4-.,6c> rL~
• o~sen+$ -
`~_c~~= vh ~ Ttt e F t 4 t S, t+f&
,4-P 9>.CLox 'R,,~Yy14%t"rcuy I/~ -Gv Fs"i a- Vor-fL0 c..J
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■ S'j'j FfEL'D' REPIPE C ~ IPE PM ~ CONTRACTOR•'S'REP
DAILY FIELD REf?ORT.xis
. ~
~
INLAND PACIFIC ENGINEERING, INC.
January 6, 1998
RECEIVED
Spokane Coutaty Public Works Department
1026 West Broadway Avenue JAN-04 1948'1d_
Spokane, WA=99260
- SppKqNE COUN'fY ENGtNEEq
Attention: MR. Bill Hemm.i.ngs
Re: Larry Gutlufie's proposed 3 Lot Sllort Plat No. SP-1129-97
Lany Guthrie's proposed 2 L- ot Short Plat No. SP-1128-97
Dear Bill,
As reported in our December 15, 1997 letter, the existi.ng-,dra.inage course
which serves the referenced projects has been Tepaired with Tock rip-rap and
fabric. To establish the adequacy of the repa.ir, we calculated the volume of
nuioff expected, the runoff velocity and checked tlie requ.ired stone size for
the rip-rap. The calculations and related maps are attached and ind.icate that
an equivalent spherical stone size of approximately four inches should be
adequate. I revisited the site and confirmed that the upper half of the shaped
chan.nel has a longitudinal slope of 15%, and a cross, slope of 3:1. I estimate
that more than 54 % of the rock by volume measures six inches o.r more in at
least one direction and "that less than 20 % would pass.a 4-inch screen.
I believe the m- aterials used to make the repairs, exceeds the minimum
properties requued and the i-epair itself is adequate to handle the ruuoff
a.aticipated.
Respec ly,
'o -ve- ,
Richard L. son, P.E.
enclosures
707 VVest 7th • Suite 200. 2020 Lakewood L7rive • Suite ZOS
Snokane, WA 9920a Cnrur d'Alene, II1838,1;4
509-458-6A40 •;FA\: 509-4iti-6844 208-765-7764 • FAX: 208-769-727;
The flow in the drainage channel was calculated to be 10.77 cfs. This was determined as
summarized below.
From Accepted Drainage Report for Guthrie Family Tracts:
(copies of calculations included in appendix)
Eristing Gut6rie Family Tracts Calculations
2.3 acres @"C" = 0.41 (Guthrie Family Tracts Basin "B")
1.31 acres @ "C" = 0.47 (Guthrie Family Tracts Basin "C")
0.20 acres Q "C" = 0.9 (Guthrie Family Tracts Basin "D")
3.81 acres @ "C" = 0.46
Total Basin to Drainage Channel = 9.15 acres (please see attached basin map)
Developed 1.79 acres Q I.5-3.0 DU/GA "C" = 0.30 (rolling)
Undeveloped 3.55 acres (cr~ "C" _.30 (MeadowA & Pasture Land - Rolling)
, Therefore = 3.55 + 1.79 = 5.34 acres @"C" = 0,30
Composite "C" _ f3.81 * 0.46) + (5.34*0.301 = 0.37
9.15
Q=CIA=0.37 * 3.18 * 9.15 = 10.77 cfs
RECEIV ED
J AN 0 9 1qap'
gppKpNE COUNTY ENGINEEQ
Inland Pacific Engineering #96254
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Trapezoidal Channel Analysis & Design
Open Channe 1- Uni f orm f low
Worksheet Name: guthrie
Comment: ROCK-LINED CHANNEL
Solve For Depth
Given Input Data:
Bottom Width..... 2.00 ft
Left Side Slope.. 3.00:1 (H:V)
Right Side Slope. 3.00:1 (H:V)
Manning's n...... 0.040
Channel Slope.... 0.1500 ft/ft
Discharge........ 10.77 cfs
Computed Results:
Depth............ 0.47 ft
Velocity......... 6.75 fps
Flow Area........ 1.60 sf
Flow Top Width..." 4.81 ft
Wetted Perimeter. 4.96 ft
Critical Depth... 0.69 ft
Critical Slope... 0.0318 ft/ft
Froude Number.... 2.07 (flow is Supercritical)
Open Channel Flow Module, Version 3.41 (c) 1991
Haestad Methods, Inc. * 37 Brookside Rd * Waterbury, Ct 06708
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He.mrnings,,, Bill _
From: Fiem0'ings,.8ill
sent:"I Thursday. Aprii 23, 1,998'2:49' PM
To,: Todd,, Jolin
Cc: Engelhard, $cott; Pederson, John;.Harp&; Pat;'Kimball, Sandy; Busko,, Doug; Miller, Katherine
Subject: SP=1128A SP-11,29-- Concerpt1D"r6inage' P_lans
422-98
I;received the above referenced concept drainage;plans on.Apri1'20,;-1998.
I-accept the plans as,presented-in concept form only:
, i; consider;thi"s application to,,be.techni"cally complete.
I,.recommend using the'-standard drainage_ condition.
~
~
Page 1
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. ~
INLAND PACIFIC ENGINEERING, INC.
- - ~
:
Apnl 17, 1998
-4,~~;
.
, . .
Spokane County Public Works Depariment yj,: 98 r: ,
West 1026 Broadway Avemie
S okane Washin on 99260 d
P ~ ~ ~ZZ~fa
Attention: Mr. Bill Hemmings
Re: Larry Guthrie's proposed 31ot Short Plat No. SP-1129-97
Larry Guthrie's proposed 2 lot Short Plat No. SP-1128-97
Dear Bill,
As a result of your suggestion, we are proposing a"supplemental drainage
plan" which would handle runoff from the impervious surfaczs of the
proposed new homes sunilar to the method used by the Liberry Lake Sewer
District for homes constructed i.nside the lake watershed. For.the referenced
projects, we propose to store the entire 24-hour runoff from a 10-year
recurrence storm event (2.1 inches of precipitation) in grass percolation
swales on each lot. A typical home "footprint" in these projects is likely to
have the followi.ng impervious areas:
HOME COMPONENT TYPICAL AREA
driveway 740 sq. ft.
garage 600 sq. ft.
entry/sidewalk 200 sq. ft.
main floor living 2000 sq. ft.
deck/patio 400 sq. ft.
TOTAL 3940 sq. ft. say 4,000 sq. ft.
For 2.1 inchzs of precipitation, 700 cubic feet of storage is required. At a
ponding depth of b inches, a grass percolation area of 1,400 sq. ft. is required.
The ponding configuration could consist of four ponds of 350 sq. ft. each
(18.7 ft. X 18.7 ft. or 10 ft. X 35 ft) placed strategicaUy around the home so
that ninoff from the impervious slufaces could be inlercepted and not allowed
to run off the lot. Since we are not actually in the Liberty Lake Sewer
District, the percolation ponds could be designed to have a storage depth of
12 inches and cut the required ponding area to 700 sq. ft. In this latter case,
707 1~1L!,t ; th . ~tute !tlll 2021i ! akeKoud L•e~e • ,l➢:IN 20i
Spol,dn+!, 4V,1'19!V14 ('twur d ±'11NnE•. ID i{lis 1-i
ili0-1_58•61340 • FAX 50144;8-hti•14 ~t~~~-;~a;4°t~-~ • FAX. ?wUt.+>~_,
~ t-
. ~
the ponding configuration could consist of four ponds of 175 sq. ft. each (13.2
ft. X 13.2 ft. or 10 ft. X 17.5 ft.). Accordi.ng to the Spokane County Soils
Survey, soils at the project sites in question are in the Spokane Rocky
Complex series with estimated percolation rates of 0.8 to 2.5 inches per hoiu
allowing any of the ponding depths suggested to completely drain in a 72
hour period. The lot sizes range from 20,000 sq. ft. to 46,000 sq. ft. with
building site slopes of 8% to 15%, allowing enough room to realistically
constnict the suggested on-site drainage facilities. Use of the suggested
facilities will result in no increased stormwater nmoff volume or runoff rate
so that the approval and construction af the referenced projects would have
no adverse impact on existing stormwater facilities.
We understand that if the referenced projects are approved that we could
implement the storm drainage system outlined above; or we could continue to
upgrade to County standards a certain existing stormwater channel which
serves the projects, and allow.the runoff from the developed projects to be
intercepted by the channel. Hopefiilly, submittal of this "supplemental
drainage plan" will allow both these applications to be declared technically
complete so that we can proceed with the application and approval process.
We appreciate your cooperation.
Respectfidly, -
_4 ~ I
Richard Mason, P.E.
~
! +
r- • ~
- RECElVED
INLAND PACIFIC ENGINEERIN,G, INC.
S EP Z 4 1997
Sep,tember 23, 1997 "'°"WCOMn MMEA
(IPE #96255 & #96254)
Sr
SroKl'1i` _U%JIV I Y GNJ1{rGGR
Spokane County Public Works Department
1026 W. Broadway Avenue
.Spokane, WA 99260
Attention: Mr. Bill Hemmings
Re: Larry Guthrie's proposed 3 lot Short Plat No. SP-1129-97
Larry Guthrie's proposed 21ot Short Plat No. SP-1128-97
Dear_ Bill :
-In response to your July, 24, 1997, memo and our recent telephone
convei•sation, Larr-y, Guthrie (the sponsor) and I have inspected the erosion
problems -downstream from the proposed short plats and agree that there is a
100 foot to 150 foot long section of the existing dedicated drainage
easement which is in need of lining repau. Mr.. Guthrie,agrees that as part
of the finalization of the referenced short plats,, he, will repair the damaged
or inadequate-drainage course 1'ining.
Should the home owners adjacent to the drainage course be uncooperative
to the poirit of making repairs impossible, we understand that we would
have the option of dev,eloping stormwater'disposal facilities upstream oft,he
damaged area which would result in no increase in runoff volume or rate as
a result of the proposed short plat development. We further understand that
the latter alternative would require field testing to verify the adequacy of
facilities we might propose.
Io -?a--~ 7
DUI~ 64ia- r=X"hV- ~hC
L CV Iaj C/I01 S t~ fzC ►v v~
fxCep*gts Ct?alcevr
`7r3 1~~! Oz'F~ I ~•rCRt?~3:~ ~
707'West 7th • Suite zQA 2020 Lakewood (arive • Suit gof,
5pulcane, WA 99204 Cocur d'Alenr, IU 83814
509458-6040 • FAX: 509458-6.844 208-76i=7784 • FAX: 208=769-7277
•
~
Given this commitment, we request that your department find .both
.referenced -applications,-technically. complete.
Very truly, yours,
INLAND PACIFIC ENGINEERING
' Richard L. Mason
~
Hemmings, Bill
From: Hemmings, Bill
Sent: Friday, July 25, 1997 9:38 AM
To: 'Bruce Howard, PE'
Subject: FW: SP-1128-97 Geo-hazard Report
Importance: High
Please pass these comments to the engineer in charge of this project. Thanks
Frvm: Hemmings, Bill
Sent: Thtirsday, July 24, 1997 11:07 AM
To: Pederson, Jnhn; Todd, Jnhn
Cc: Harper, Pat; Franz, Dean; Kimball. Sandy; Engelhard, Scntt
Subject: SP-1 128-97 Gen-hazard Report
Importance: High
7124/97
I received the above referenced project application on July 8,1997. V1le did not receive a concept drainage plan
as requested.
I made a freld investigation of this project and found severe erosion problems down stream from this proposal.
The problem is so severe that the county's 24" culvert was completely filled with sediment. I turr►ed in a request
for maintenance to clean the culvert. The erosion problem is still there and any developed wlumes greater that
the e)asting condition should not be allowed to flow down through this drainage.
A concept drainage plan is needed that will show how the developed stormwater volume will be disposed of since
it should not be allowed to contribute to the critical erosion problem down stream. The concept drainage plan
should also address the water quality issue of discharging stormwater to a wetland.
This proposal continues to be technically incomplete.
A recommendation on drainage conditions will be made following the submission and review of the
concept drainage plan.
b49 -Wewmeaf a
Page 1
Hemmings, Bill
From: Hemmings, Bill
Sent: Thursday, July 24, 1997 11:09 AM
To: Pederson, John; Todd, John
Cc: Harper, Pat; Franz, Dean; Kimball, Sandy; Engelharci, Scott
Subject: SP-1129-97 Geo-hazard Report
importance: High
7/24/97
i received the above referenced project application on July 8, 1997. We did not receive a concept drainage plan
as requested.
I made a field investigation of this project and found severe erosion problems down stream from this proposal.
The problem is so sev+ere that the county's 24" culvert was completely filled with sediment. I tumed in a request
for maintenance to clean 1he culvert. The erosion problem is still there and any developed volumes greater that
the ebsting condition should not be allowed to flow down through this drainage.
A concept drainage plan is needed that will show how the developed stormwater voiume will be disposed of since
it should not be allowed to contribute to the critical erosion problem down stream. The concept drainage plan
should also address the water qualfty issue of discharging stormwater to a wetland and should include any
mitigation for on site erosion.
This proposal continues to be technically incomplete.
A recommendation on drainage conditions witl be made following the submission and review of the
concept drainage plan.
blll'~u~a~qa
Page 1
Hemmings, Bill
From: Hemmings, Bill
Sent: Tuesday, August 11, 1998 8:25 AM
To: 'Todd 1Nhipple, PE'
Cc: Johns, Bill; Scott, Dennis
Subject: SP-11291SP-1128 - Larry Guthrie
8-11-98
We received your proposal to provide a concrete slurry in the e)dsting downstream stormwater channel instead of
providing onsite retention and disposal of developed volumes on August 10, 1998. This proposal is acceptable
with the following conditions:
• The developer and contractor obtains any applicable permission to do this work from the affected
property owners.
• The application of the concrete slurry extends the full width of the channel where rock is present.
• The slurry entends a minimum of 30 feet upstream and downstream of the bends as represented in
your August 5, 1998 letter.
• IPEC submit a letter following construction that they have inspected the construction work and find
it to be acceptable and that the work meets the design criteria contained in their calculations and will
adequately handle the developed flows from SP4128 and SP-1129.
• Following the above, the short plats may be finalized.
We request that the slurry be added to the culvert entrance for a minimum of 3 feet around the entrance.
If you have any questions, please call me.
rilmummGJd. ;D5
Page 1
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S P O K~ Nlz---; ~ C A L,d N T Y
•
DiL'15ION C►F ENGINFERINIG AI`D ROADS • A DIVISIAN OF THrt PUBLIC WOdtKS DEPARTAtENT
1t illiam A. johns, P.E., County Engineer Aenrois M. Scntt, P.E., Direetor
February 4, 19914
Inland Pacific Engineering
707 VNest 7'h, Suifie 200
Spokane, Washington 99204
Att: Richard Mason, P.E.
Re: Larry Guthrie's Proposed Short Plat #1128-97 and #1129-97.
The Ditch Repair
Dear Dick,
I wanted to transmit a copy of the rip rap sizing information that is available in the County
Storniwater Guidelines Addenda.
I also wanted to indicate that one acceptable means of resolving the rip rap thickness
issue and the sizing af the rip rap aroulid the bend in the channel would be to place a 3000
PSI grout in and around t11e void spaces between the rip rap. This would be required
along the bottom of the channel in strait reaches, and along both the bottom and the side
slopes of the channel around bends.
Sincerel
. a
J'i,n Radke~ P.E.
Engineering Services
1026 W. Broadwag Ave. 0 Spokane, WA 99260-0170 •(509) 456-3600 FAX: (509) 324-3478 TDD: (509) 324•3165
Ito
RECEIVED
INLAND PACIFIC ENGINEERiNG, INC. 95 1997
, SPflKANE COUNTY ENClRVEER
December 15, 1997
Spoka.ne County Public Works Department
1026 West Broadway Avenue
Spokane, WA 99260
Attention: Mr. Bill Hemm.ings
_Re: Larry Guthrie's proposed 3 lot Short Plat Nn. SP-1 119-97
La.rry Guthrie's proposed 2 lot Short, Plat No SP-1128-97
Dear Bill=
'This letter ~Js to inform you that repairs to the drainage channel li.ning
downstream of-the referenced proposals have-been completed. We found that-
much of the original rock li:ning which appeared to be gone was -actually in
place but covered with sand and silt. The channel was reshaped; lined with
Ammaco 4545 fabric over the original rock lining, and new rock placed over
the fabri c. Pictures of, the coriapleted repair are ericlosed for your informati'on
and use.
In accordance with our und-erstanding with you, completion of these repairs
will allow any increased stormwater runoff that rnay occLtr as a result of
construction of the reFerenced proposals, to safely runoff without adverse
down stream impacts. We therefore respectfully .request that you declare
both referenced proposals "tecliriically complete" as far as your department i's
concerned, and allow us to proceed. 2~iOq i7 Very tiruly yours, CAA-00 M&sa,Ve
.02c s~ Uaa IPr 'r-cikr_ C:o
~ -
Richard L. Masonz P.E.
enclosures
knocUMu:,rvIA96assWE rnMINc►s.aw
707 1Ne51 7th • Suite 200 2020 Lakevot►d Drive • Suite ?U:S
Sjx~lcaiie, WA,99204 Cueur d'Alene, ILD-13381 •3
-509458-6840, • FAX: 569-458-6844 208-765-7784 • FAX: 208•769;727'7-
Hemmings, Bill
From: Hemmings, Bill
Sent: Tuesday, August 11, 1998 8:25 AM
To: 'Todd 1lVhipple, PE'
Cc: Johns, Bill; Scott, Dennis
Subject: SP-1 129/SP-1 128 - Larry Guthrie
8-11-98
We received your proposal to provide a concrete slurry in the existing downstream stormwater channel instead of
providing onsite retention and disposal of developed volumes on August 10, 1998. This proposal is acceptable
with the following conditions:
• The developer and contractor obtains any applicable permission to do this work from the affected
property owners.
• The application of the concrete slurry extends the full width of the channel where rock is present.
• The slurry extends a minimum of 30 feet upstream and downstream of the bends as represented in
your August 5, 1998 letter.
• IPEC submit a letter following construction that they have inspected the construction work and find
it to be acceptable and that the work meets the design criteria contained in their calculations and will
adequately handle the developed flows from SP-1128 and SP-1129.
• Following the above, the short plats may be finalized.
We request that the slurry be added to the culvert entrance for a minimum of 3 feet around the entrance.
If you have any questions, please call me.
64M -WiNwACUrga. ;05
Page 1
.
. , D
Hemmings, Bili
From: toddw@ipe-sti.com[SMTP.toddw@ipe-sti.comj
Sent: Tuesday, August 11, 1998 10:04 AM
To: Hemmings, Bill
Subject: Re: SP-11291SP-1128 - Lany Guthrie
Bill,
I've read your attached e-mail and concur with all your statements,
additionally we will add the concrete at the pipe inlet as requested.
Thank you for the short turn around.
Sincerely,
Todd Whipple, P.E.
> From: Hemmings, Bill <BHemmings @spokanecounty.org>
> To: 'Todd Whipple, PE' <toddw @ipe-sti.com>
> Cc: Johns, Bill <BJohns@spokanecounty.org>; Scott, Dennis
<DScott@spokanecounty.org>
> Subject: SP-1 129/SP-1 128 - Larry Guthrie
> Date: Tuesday, August 11, 1998 8:25 AM
>
> 8-11-98
>
> We received your proposal to provide a concrete slurry in the e)asting
> downstream stormwater channel instead of providing onsite retention and
> disposal of developed volumes on August 10,1998. This proposal is
> acceptable wdh the following conditions:
>
The developer and contractor obtains any applicable permission
> to do this work from the affected property owners.
The application of the concrete slurry e)dends the full width of
> the channel where rock is present.
The slurry e)dends a minimum of 30 feet upsVeam and downslr}eam
> of the bends as represented in your August 5,1998 letter.
IPEC submit a letter following construction that they have
> inspected the construction work and find it to be acceptable and that
> the work meets the design criteria contained in their calculations and
> will adequately handle the developed flows from SP-1128 and SP-1129.
Following the above, the short plats may be finalized.
>
> We request that the slurry be added to the culvert entrance for a
> minimum of 3 feet around the entrance.
>
> If you have any questions, please call me.
>
> Bill Hemmings, PE
Page 1
.
Hemmings, Bill _
From: Hemmings, Bill
Sent: Tuesday, August 11, 1998 11:49 AM
To: Johns, Bill
Subject: FVI/: SP-1 129/SP-1 128 - Larry Guthrie
FYI
Ffom: tuddw@ipe-sti.comISMTP:toddw@ipe-sti.c:omI
Sent: Tuesday, August 11. 1998 10:04 AM
To: Hemmings, Bill
Subject: Re: SP-1 129ISP-1 128 - Larry Guthne
BIII,
i've read your attached e-mail and concur with all your statements,
additionally we wiil add the concrete at the pipe inlet as requested.
Thank you for the short tum around.
Sincerely,
Todd Whipple, P.E.
> From: Hemmings, Bill <BHemmings @spokanecounty.org>
> To: 'Todd Whippte, PE' <toddw@ipe-sti.com>
> Cc: Johns, Bill <BJohns@spokanecounty.org>; Scott, Dennis
<DScott@spokanecounty.org>
> Subject: SP-1 129/SP-1 128 - Larry Guthrie
> Date: Tuesday, August 11, 1998 8:25 AM
>
> 8-11-98
>
> We received your proposal to provide a concrete slurry in the e)osting
> downstream stormwater channel instead of providing onsite retention and
> disposal of developed volumes on August 10,1998. This proposal is
> acceptable with the fotlowing conditions:
>
The devefoper and contractor obtains any applicable permission
> to do this work from the affected property owners.
The application of the concrete slurry e)dends the full width of
> the channel where rock is present.
The slurry e)dends a minimum of 30 feet upstream and downstream
> of the bends as represented in your August 5, 1998 letter.
IPEC submit a letter following construction that they have
> inspected the construction work and find it to be acceptable and that
> the worlc meets the design criteria contained in their calculations and
> w+ll adequately handle the developed flows from SP-1128 and SP-1129.
Following the above, the short plats may be finalized.
>
> We request that the slurry be added to the culvert enirance for a
> minimum of 3 feet around the entrance.
>
> if you have any questions, please call me.
>
> Bill Hemmings, PE
Page 1
Hemmings, Bill
From: Hemmings, Bill
Sent: Tuesday, July 28, 1998 9:24 AM
To: Johns, 8ill
Subject: RE: Guthrie Short plats - drainage channel acceptance
You are correct with what you said. We need an engineers opinion supported with calculations that demonstrate
that the improvement the developer did will work for the flows e)Vected to come down the channel. We said that
if the developer put a concrete sluny in the voids of the rip rap to tie it together, that we would accept that as
adequate.
From: Johns, Bill
Sent: Monciay, July 27, 1998 2:20 PM
To: Hemmings, Bill; Scott, Dennis
Subject: RE: Guthris Short plats - drainage channel aCceptance
Bill can you give a short narrative. What i remember is that they wanted to take water unto another persons
property but were going to fuc up the channel to take the water. Our problem was ihat we could not require an
improvement off sight and not controlled by the developer. We suggested they do the improvements and
then present already in place improvements along with the new. I did not say the channel was OK.
bi11 johns
From: Seott, Dsnnis
Sent: Monday, July 27, 1998 12:47 PM
To: Johns. Bill; Hemmings, Bill
Subject: FVU: Guthrie Shurt ptaLs - drainagQ channel acceptance
Can either of you help me understand what this issue is related to? I do not recall any conversation nor
do I remember what the Guthrie short plat is.
toBiD1115
From: IPEC E-mai1I SMTP:ipu @iea.cuma
Sent: Manday, July 27, 1998 1 1:d2 AM
To: Scntt, Dennis
Cc: Johns, Bill; Hemmings, Bill
Subject: Guthrie Short plats - drainage channel accoptanca
Dennis: I have inherited the Guthrie Short Plat drainage issues from Dick
Mason when he retired. I spoke to Bill Hemmings a few weeks ago about the
status of the acceptance of the drainage channel since the last go round in
early'98. Bill told me that as it stood now, we needed to send a proposal
in to Spokane County regarding the bend in the channel and the grouting that
had been suggested by Jim Radke. I am fa)ang you Jim's correspondence so
that it is readily available for you to read and assess. Larry tells me that
he was told by Bill Johns that the channel was oaky as is and is very
resistant to any more delay or e)Vense; when I mentioned it to Todd, he
thought Larry had talked to you, so I'm sending this e-mail to attempt to
confirm for Larry that the drainage channel is in fact acceptable as is. I
apologize for not being entirely up to speed on this particular issue; with
the number of players involved at one time or another, it seemed most
sVaight forward to ask you directly about a conversation that you may have
had with Larry and/or your staff about resolving this.
Thanks for your time and input on the Wesfinrood North/IJVestwood Estates ponds.
The meeting last Monday seemed to break the log jam about both projects.
We'll be final platting Westwood North now that we have an approved design
deviation. The information requested for the Wesfinrood Estates pond will be
Page 1
. . -
submitted'soon"so that-can get.kicked,loose-as;well. The.piezometer;we
talked'about-has,already~been installed in the pond off Addison.. Susan
Page,2
Hemmings, Bill
From: Hemmings, Bill
Sent: Monday, July 27,1998 11:52 AM
To: Johns, Biil
Cc: Kelley, Ross
Subject: RE: Guthrie Short plats - drainage channel acceptance
I sounds like they are trying an end run here. Are you up io speed on this project?
From: . IPEC E-maiI1SMTP:ipeCaiea.oom1
Sent: Monday, July 27, 1998 11:02 AM
To: Scatt, Dennis
Cc: Johns, Bill; Hemmings, Bill
Subject: Guthrie Short plats - drainage channdl acceptance
Dennis: I have inherited the Guthrie Short Plat drainage issues from Dick
Mason when he retired. I spoke to Bill Hemmings a few weeks ago about the
status of the acceptance of the drainage channel since the last go round in
early'98. Bill told me that as it stood now, we needed to send a proposal
in to Spokane County regarciing the bend in the channel and the grouting that
had been suggested by Jim Radke. I am faAng you Jim's correspondence so
that it is readily available for you to read and assess. Larry tells me that
he was told by Bill Johns that the channel was oaky as is and is very
resistant to any more delay or e.Vense; when I mentioned it to Todd, he
thought Larry had talked to you, so I'm sending this e-mail to attempt to
confirm for Lany that the drainage channel is in fact acceptable as is. I
apologize for not being entirely up to speed on this particular issue; with
the number of players involved at one time or another, it seemed most
straight forward to ask you directly about a conversation that you may have
had with Larry and/or your staff about resolving this.
Thanks for your time and input on the Westwood NorthNUesiwood Estates ponds.
The meeting last Monday seemed to break the log jam about both projects.
We'll be final platting Westwood North now that we have an approved design
deviation. The information requested for the Westwood Estates pond will be
submitted soon so that can get kicked loose as well. The piezometer we
talked about has already been installed in the pond off Addison. Susan
Page 1
~ . •
Hemmings; _Bill -
From:, Hemmings,, Bill
Sent: ' Thursdaji; April -23,, 1998 -2:49,PM
T.o: Todtl~ TJohn
Cc: Engelhard,:,Scott;.Pederson, John; Harper, Pat;Kimball, Sandy; Busko,.Doug; Miller;:~Katherine-
Sutiject: SP=1`128'4-SP-1129 -'CorTcept Drainage Plans
~4-22-98
,I, received -the above ireferenced concept drainage, plan.bn April 20, 1,998.
Vaccept theplans as.-pr,esented.in concept fomn only:
~
I consider this appiication 1o be technically 'complete.
~
.I recommend,using Ahe standard .drainage- condition.
~ersu~re~
Page 1
Hemmings, Bill
From: Hemmings, Biil
Sent: Friday, July 25t 1997 9:38 AM
To: 'Bruce Howard, PE
Subject: FUV: SP-1128-97 Geo-hazard Report
importance: High
Please pass these comments to the engineer in charge of this project. Thanks
From Hemmings, Bill
Sent: Thursday, July 24. 1997 11:07 AM
To: Pederson, John; Todd, John
Cc: Harper, Pat; Franz, Dean; Kimball, Sandy; Engefhard, Scott
Subject: SP-1128-97 Geo-hazand Rapon
tmponsnce: High
7/24/97
I received the above referenced project application on July 8,1997. We did not receive a concept drainage plan
as requested.
I made a field investigation of this project and found severe erosion problems down stream from this proposal.
The problem is so sev+ere ihat the county's 24" culvert was completely flled with sediment. I tumed in a request
for maintenance to clean the cutvert. The erosion problem is still there and any developed wlumes greater that
the exasting condition should not be allowed to flow down through this drainage.
A concept drainage plan is needed that will show how the developed stormwater volume will be disposed of since
it should not be allowed to contribute to the critical erosion problem down stream. The concept drainage plan
should also address the water quality issue of discharging stormwater to a wetland.
This proposal continues to be technically incomplete.
A recommendation on drainage conditions will be made following the submission and review of the
concept drainage plan.
bil~ ~i«r~s
Page 1
Hemmings, Bill
From: Hemmings, 8ill
Sent: Thursday, Juiy 24,199711:09 AM
To: Pederson, John; Todd, John
Cc: Harper, Pai; Franz, Dean; Kimball, Sandy; Engelhard, Scott
Subject: SP-1129-97 GeahaZard Report
Importance: High
7/24/97
i received the above referenced projeci applicaiion on July 8,1997. We did not receive a concept drainage plan
as requested.
i made a field investigation of this project and found sever+e erosion probiems down stream from this proposal.
The problem is so severe that the countys 24" culvert was completely filled with sediment. I tumed in a request
for maintenance to clean the culvert. The erosion problem is still there and any dev+eloped wlumes greater that
the eAsting condftion should not be allowed to flow down through this drainage.
A concept drainage plan is needed that will show how the developed stormwater volume will be disposed of since
it should not be allowed to contribute to the critical erosion problem down stream. The concept drainage ptan
should also address the water quality issue of discharging stormwater to a wetland and should include any
mitigatron for on site erosion.
This proposal continues to be technically incomplete.
A recommendation on drainage conditions wiil be made following the submission and review of the
concept drainage plan.
6ill ~urw~e
Page 1
05/•22/2000 15:35 425-746-9472 GUTHRIE. ,PAGE 01
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INLAND PACIFICENGINEERING, INC. •
SPOKANE • COEUR D'ALENE ~
~
RtcEIvEO - ~S
MAR 0 3 1-999 V~
March 3, 1999
IPEC # 96255 SppKANE COUNTY eaNE~
v
LSR Properties
13149 E. 32"d Street v J
Spokane, Washin ;ton 99216
Attn: Larry Guthrie
RE: Drainage Channel for SP 1128-97 & SP 1129-97
Dear Larry:
We received an e-niail from Bill Hemmings on February 8`h regarding the drainage channei in the
Ponderosa area. I have enclosed a copy of Bill's fax for your information. We have had
intermittent snow since then, and we were finally able to get a look at the channel on Monday,
February 22°d. There had been a steady wet snow that morning, which melted rapidly, and we
were able to observe the flow path, which is what the homeowner, Mr. Lazry Largent, had
apparently complained about. The concrete in the channel was not the problem in this particular
case.
At the interface of the larger river rock and the smaller basalt rock, water is flowing under the
liner, and heading in a very obvious path to the homeowner's landscaping, rather than following
the turn in the channel. There are several areas within the upper reach of the basalt channel whicll
have collapsed, due to the washing away of the underlying material. Susan Murphy and I met
with the homeowner on the 22nd, and dug a temporary channel while we were there to alleviatc
lhe immediate problem of flow saturating his side yard with water and soil. (There has not been
water damage to the house itself, as there is positive drainage away for the house.) One of our
inspectors went out again this morning, February 25th, after the homeowner had called
yesterday, expressing some concem about the temporary channel not diverting all the flow away
&om his yard.
There is a problem here that needs attention, which we are attempting to address on a temporary
basis by checking on the channel whenever there is rainfall of a more than minimal amount. Our
short term goal is to keep the water out of Mr. Largent's yard so that the lawn and landscaping
have a chance to dry out. We also do not want ihe homeowner to feel we are ignoring his
concerns. He is very unhappy witb the appearance of the channel since the concrete was put in,
and wants it removed. We made it very clear to him that the County had, on two oecasions,
directed us to place the concrete in the channel as it now appears. Mr. Largent has also told us
D:lskrnllgulhne
707 West 7th • Suite 200
Spokane, WA 99204
509-45B•6840 • FnX- 509-458-6044
v
,
that a fire hydrant was opened up at the top of the channel sometime in December, and though he
was not home, his neighbor told him it overflowed nn both sides of the channel, and may have
precipitated some of the problem now being experienced.
In the long term, what needs to be done to the channel in order for it to operate as intended is as
follows:
1. Remove the basalt and concrete from the interface to a point about twenty feet past the
lower bend.
2. Place a three foot deep, keyed wall at the interface of the river rock and the basalt
rock.
3. Reshape and deepen the portion of the chaanel which is shallow, in the vicinity of the
lower bend. Pour a concrete bed from the bottom of the key to the bottom of the bend, to
force water to make the bend in the channel and remove the possibility of water passing
through the bank onto Mr. Largent's property. The concrete would extend to the north
end of the lower bend, at which point the channel straightens out and is no longer a
problem in terms of misdirected flow.
4. Replace the basalt over the concrete channel, to dissipate the energy generated by the
velocity of the larger flows which bappen with a runoff event or heavy rainfall. A final
thin slurry would be needed to keep the basalt &om displacing at higher velocities.
5. We recommend an underdrain be installed from the interface of the river rock and
basalt which would daylight at a point where the channel becomes tangent below the
lower bend.
In retrospect, we now believe allowing you to leave the basalt in prior to concreting may have
ultimately not been in your best interest.
Mr. Largent has indicafied that he expects that his landscaping will be restored to its original
condition. I bave enclosed some of the pictures we took on the 22"d, so that you might have a
clearer picture of what has happened. Please give me call at your earliest convenience to discuss
this matter.
Sincerely,
Inl d Pacific Engineering Company
Todd R. Whipple, P.E.
TRW/skni
cc: file, Larry Largent,
Bill Hemmings, Spokane County Engineers
D: lskm Ilgulhrie
r ~
•
Todd R. Whipple . .
From: Hemmings, Bi11 <BHemmings@spokanecounty.org>
To: 'Todd Whipple, PE' <toddw@ipe-sti.com>
Cc: Johns, Bill <BJohns@spokanecounty.org>; Busko, Doug
<DBusko@spokanecounty.org>; Hess, Steve <SHess@spokandbounty.org>
Subject: SP-11281SP-1129 - Larty Guthrie
Date: Monday, February 08,199912:54 PM
208-99
Todd
We received a call from the property owner on the east%ssd,e of the
stormwater channel that was constructed and had concrete piaced in it last
year for the above plats. The concrete placement in one portion of the
channel nearly obliterated the channel and greatly reduced its capacity to
ievels below what was required by the design. The water is coming aut of
the channet at this location at even low flows and is causing damage to the
landscaping and yard of the eas#erly property owner.
Please review and respond as to how this problem will be solvPd.
if you have any questions, please call me.
Bitl Hemmings, PE
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INLAND PACIFIC ENGINEERING, INC. RECEIVED
SPOKANE • COCUR D'ALENE JUN 18 1999
June 17, 1999 SPOKANE COUNIY ENGINEER
W.O. No. 96255
Bill Hemmings, P.E.
Spokane County Division of Engineering and Roads
1026 W. Broadway
Spokanc, WA 99260
RE: Drainage Ditc6 Remediation Associated with SP-1128-97 and SP-1129-97
Dear Bill:
We have received your letter of May 7, 1999 regarding the drainage ditch which lies between
Gertrude Drive and Ponderosa Drive west of Pierce Road. As has been evidenced by our work
on this issue over the last two years, we have been working diligently on finding an appropriate
solutian to the pre-existing erosion problems which you observed in 1997 associated with lhis
ditch. Please keep in mind that we have been looking out not only for our client's interests, but
also for the interests of the general public, including dowmstream property owmers. As
appropriate and as fa11s within reasonableness, we will continue to work with our client, you and
other interested parties to find a final solution to lhis situation.
The plat for Valley Vista Estates was recorded in 1984. Mr. Largent lives an Lot 3, Block 1 of
this piat. The plat for Guthrie Family Tracts was recorded in 1992. The drainage ditch of
interest lies partly in eacli plat. The original engineering plans for the two plats add.ress the ditch
as to size of rock, caurse af the channel, anticipated flow rate and other features. The ditch
within the Valley Vista Estates was installed in 1992 or 1993 and inspected by the County. As
shown an the Guthrie Family Tracts plans, the ditch was installed in 1992 or 1993 and inspecled
by the County. Per your conversatian with Ann Winkler, it is your understanding that the ditch
was installed aceording to the plans, but that after construction, the ditch fell into disrepair, and
that the original design cauld have been improved upon. Although there might have been ane
call regarding this ditch hetween 1993 and 1997, basically no other action or notice of this ditch
arose until 1997 when you noticed the culvert was partially blocked, reported this to the
maintenance departmeni and then brought to our attention the ditch. As a result af yaur
observativns, you propased making improvements 1o iti as a conditian of the referenced short
plats.
707 wesc 71h • suite 200
Spokane, 1MA 59204
509458-684U • F11X: 504458-6844
Drainage Ditch Remediation Associated with SP-112g-97 and SP-1129-97
June 17, 1999
Paje 2
Please note ihat aur wark to date has been in accordance with the agreed upan scone, and has met
your requirements. This must have been the ca.se, since you wrote conditions (e-mail of 9/1/98
&om you to Susan Murphy) to allow the short plat ta proceed.
It was clear in 1997 when you observed sedunent in the culvert, that the draina.ge facility had
already experienced and was continuing to be affected by erosion. We received your e-mail
regarding this condilion, but had no prior knowledge of drtinlge conditions associated with this
ditch. Please keep in mind that this includes the original design af the cirainage path, and the
calculations, recommendations for original material placement and other related decisions.
These decisions were done by Leslie D. Killingsworth. P.E. in 1985 and engi.neers at Adams &
Claxk in 1992.
I feel that it is impnrtant to note that we believe the failure af the ditch io be tied to two things,
first, channel gcometry, and second, existing soils. IPE has no responsibility for these items,
since they were address in the channel's original design. However since 1997 when this was
brought to our attention, we have corresponded with the Spokane County Division of
Engineering and Roads to recommend and received recommendations to address this situation
wluch, when implemented, would provide a solution which would adequately address the
situation and be acceptable to all parties.
Please note that if IPE had submitted a concept drainage plan for SP-1128-97 vvhich shawed all
on-site storm water contained on site (as allowed per your July 24, 1997 e-mail), Spokane
Caunty Division of Engineering and Roads would not have required any remediation by our
client to this ditch at all. However, providing remediation was audged by us to be a more
responsible solution, and thus, the shot-crete was installed as agreed upon. It is highly likely that
if this work had not been done that during the spring of 1999, the situation Mr. Largeat brought
to our attention would have been worse than what actually transpired. It is apparent that the
darnage began upstream of the concrete work, accurred on a tangent vcctar from upstream flow
hitting the side of the ditch and resulted in washing out the erodible soils that had become
satuxated.
At this paint in time, it is unfortuaate that events have tuifolded in such a manner that the
usefulness or adequacy of the shot-crete inslalled has not been able to be tested. Due to the
erosion which has occurred at the upstream end of this shot-crete insfiallation, additional shaping,
etc of the ehannel will likely be needed to keep future runoff and precipitation events w#ithin the
channel where adequate accommodations have or will be made for it.
Based upon the sequence of events which has unfolded, we will forward a recommendation to
1VIr. Guthrie that the channel upstream of the shot-cretz be reconstructed "armored" with
additional concrete ta tie into the river rock portio.n of the ditch and that the ditch be repairzd and
Draiaage Ditch Remediation Associated with SP- l l? 8-97 and SP-1129-97
J une 17, 1999
Lage 3
reshaped to fix the damage from last winter. It would be easy to incorporate your suggestion of a
'`v" shaped channel rather than the trapezoidal shape which was designed and installed
previously. With this addition, the previously installed shot-crete will be able to better
accommodate the stormwater. Barring unf'orseen circumstances, this should adequately address
this problem. We will also forward you a copy nf the recommendations made to Mr. Guthrie.
We will continue to work with you to participate in an adequate solution to this problem, as we
have bcen doing over the last two years. We look forward to your revievv of this praposal and
response to it.
SincerelyR
Inland Pacific 'neering, Inc.
.
Todd R. VVhipple, P.E.
President
TRW/alw/trw
cc: Larry Guthrie, LRS PrAperties
Larry Largent, Owner Lot 3 Block 1 Va11ey Vista Estates
Bill Johnsa Spokane County Engineer
Gary Oberg, Public Works Director
lfate McCaslin, County Commissioner
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~ - ° " ~sy ~o ,e.,~ ~aT►i'''f°' ~/,t ~iUTHRIE FAMlLY TRACTS DRAINAGE DITCH PLAN 8~ PROFILE ~~~T Ri~ S ~UME[II KAN I~I~ME/l
' Q El[v►t~OM 2/Sb.SY KIIT~GL ~~•~0' GI@/~D ~ . ~ ,SPOKANE COUNTY, WASHINGTON sr REVISIONS wtt ~ r~pr AS BUILT TO ~~T 5v„~r ir r,rtt iae' me~,v~ a ~oufioM ~~w~Rrot O~~ri F 5~~. 9r 15 U~D
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3[ff° d~_y ._~e _ ~ ~ ♦ _M ~ 1/ie ~ 6• ~ . . ~f ~ ~ + : i : M M ~ o ~ a ~ . N.~601 Rverpoia twrrm.m • L-.aww nfth~~i. N. 601 fiiverpoint Blvd.
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1 ti ~ h ~h Y ~ t~, ~ . l• id' /,r~ss Spokane, WA 992 ~ ~.i. . k° _ s., _ Iwn~lvaw~ Mna t,f0 I _z ~ t _ ~ Pl~ Iwn v47awo P., (wr)747-0e)a
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o / 2 3 N.T.s.
CUL-DE-SAC PROFILE - RICNARD LANE
SCAIE : VERT. 1' 10' HOR2. 1' 40~
PRSusc~'r►rt.c nQaC7'TITIB '
GUTHRIE GUTHRIE ~
FAMILY TRACTS FAMILY i TRACTS
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~ CONSTRUCTION.
DETAILS DETAILS I
CURB DROP DETAIL STREET SECTION - RICHARD LANE ` rir.s. - STEVE LANE
N.T.S.
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G - 1 ~ l.. ~~j F 8.7 3J0' 2io7.t+! 2058.00 4A~'S C~~t~►S ~ ~ I ~ ' , / C 8J r0' 1055.60 2055.20 O,W' 0.0100 ~ z~•x 32' u+v.~~ `cq~.i,pr Tryk~ R~ ~ 16.i SO' 2083.80 2068.06 I5.7~' OJOi9 pp q•i,-M o. IS3s 2.0 2.0 ZO 0.60' 0.0100 2.0 2.0
/ pvr~.f.r e~ev I~t N l /ig lA4l.,4O ~ j 24'DIA CHP 1 16.i 75' 2067.26 20W.00 ].26 O.Oa35 \ ' , 1~ ~ p~/T~7 PIPE J I7.0 JS' 2061.b0 206L~0 I.00' O.Ot86 O6 15.76' 0.1069 2.0 2.0 00 3.26' 0.0435 3.0 2.5 40 1.00' 0.0286 3.0 2.5
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~'~~y'~~ i~ ~~~=~'at0'C►u~ i~•0"D~A. I I. Fill qterul ~n~ll be ~~ll-6raded, tree ot or{enic ~ttn ~ HfTAL COVER u:iw pvticl~ aite of ~-tnches in Qiwtrr. Cansernttl~ e of orQsnic mtter snd slull have i amccer. Construtcioa tla11 be in
( I:Z M~ws~oqC ~ ~ ~ I ~3et wetf!) accordence vtth Co~panoe M~ttad "C", Sectio~ I}-7 ot APY 1 . ~w.tL. , 4i 8£QM ~ Si0CIF7GTTqIS FOA MAIICIPLL Fll6l.IC WR[S C011S'fAUCflpl. 1~ SU~$.I":Zp' '~~n~,,, 4 y I rwatoh.~• 2. lhd.. I all dlcturMd ~round .icA crnt~d rAntAr~a. Sectioa 13-3 of APYA STAIfDAYD T$ CO[fSTR11CCIp1, latest edition. ' ,sted rAeetRross.
j o~~ 5~ ~J ~ u5~,~o I l i I a ~ 3. RiP-np rhall E~ Aand-plaed ~t culrect ortlet~ aa1 oa ~ll I ~ ~ I ~ per ~tlam B-IS.](3) u+d 4-I3.I of the STAT1 Of MASNINCP ortlet• aud on •11 ditcA cMnnels aa ie STAT1 OF WASNIUCiUII aTANDARD
~ t~~o SPeCIFICATiq6 FOR AOA~AND BRIDCE CDNSIRUCfION. luut ed ~ 6. All rul put~ ~ad wrfues ia t~e FloY ~eft~lctor ~Ctuct / 1--► ~ ~ at wrroatnrres~etant rtetl~l ar Q~lvm~xed eteel. I1 7xUCrI0M, lateit editioo. rr Aestrictor •[ruct-ir• shall 4e aode aaiud steel. All relda 9lull be
/ SEE NoTE 1 -~I I I i protated fra corroaton ead ledu~e. Al., relds +lull con ~ I i 9-06-54 $TAT6 OF ~ASHIMCI'ON 5~'ANDARD SYFxIFIGTI0M5 FDR ~0 A1_, relds slull conform to V.S.H.S. 'FTIFIGTIONS FUR ROAD AND 6RIDGE
~+OE~~ DQ I' ~ I f0lISI'AUf.Tlflll, Lte~t edittoa. All veld~ slrll br pe1n~N ~ D~rtt+ ~S I I ~ a lnhibltor p~int '"CAI.YIC9N" or ap~ro~ed equ»~lent. - 1 " - _ _ 4. I ~ 5. Pro•sde ~ ntnl l~dder ro tbe botta~ of the flav IestHC[a I• sAall Ar painted vftn rost equivalent. ' che Flov Res[rtctor •[ruccL:,•
~ STORM RETENTION POND-PLAN 1 D1A CMP ' - _ • OViRFlON PlPE ' r P~ t1► Ha to tAC vell o! tAe b-leet dlrrcer C.H.P. ~ „ ~ ~ ~ iroe bruket at the toy ot tM tttaWre. oet diamecer C.M.P. vitA bolc«1 angl♦
~j ~ I - 2d~DlA. CMP 6. lield a 74~InU dlueter C.M.P. [o the ta~ide o[ cAe frfeet 'I OurtET PrPE to Hrre u an orerflo~ ~nd to <onwa the control orlHee I ~I ~ ~ I i ~ i I 1-lnchn loe` rit~ ~ ofn~~u croes eection oI U~-focB ua1 ,as•e. ide o[ cAe (NFeet dfameter C.M.P. thc control orttiee. Welds sMll be :ioa o[ 1/4-SocN using 6011 rod ot
I 20~(~40 Eecter. 2oS1~~0 I 1~-- ~ 7. V~ld I/~-fach iteel platt ~~tA ~ li-ixA direttr coatrol :b diameter control orific• to tGt
,'1 ~~J~~~ 11=11i I ~ tl~etdnna[ aaxtAfa ~~,P. orertlw strvccure u tAe ~ln ~i4~Q_Q B r~ I t 30' DIA CMP ~ ~ i B, ire Esx for the Flo~ Ratric[or ctrnct~rt ~A~ll E~ s~ 8-f itrvccure at che eln•etioa shovn 1• :ur* sMll be sn 8-feet sqwr•
' u►a. w~ttlL Su4cK~ i !NFlOW PIPE ~ ~ I ~ N~ conuete p~d, 8-lnchn thick. TAt 6-f~et diueter C.M.P. , ilV i ~ 4-lxhn lnto th~ Eaw. _ ~II ~ \ i n ies dfueter C.M.P. sMll be eiDedded
III ~ ~ - 9. 1Tt cor~r (or ih~ (tw re~trictor sl+~l Ee 6-8 dlreter 1 , ~ ~ eteel plete. 7fie ~~tcb a1r11 !e at cAe ere rceri~l vitA ~ ~•~o III , ~ ~ 2-feet ET 2-kct rith sn ~pprond lakin~ dence. be 6'-6° dlameter 1/4-inch checkered e name mcerfsl vicA an opec:ng ot lnt device.
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7
~
INLAND PACIFIC ENGINEERING, INC. - ~
SPOKANE • COEUR D'ALENE ~
~
RECEIVED
r
March 3, 1999 MAR 0 3 1999 V~
IPEC # 96255 SppKANE CpLWM EW**-'~-"
I.
LSR Properhes
13149 E. 32nd StTeet ~ J
Spokane, Washington 99216
L
Attn: Larry Guthrie
RE: Draiaage Channel for SP 1128-97 & SP 1129-97
Dear I.arry:
We received an e-mail from Bill Hemmings on February 8`h regarding the drainage channel in the
Ponderosa area. I have enclosed a copy of Bill's fax for your information. We have had
intermittent snow since then, and we were finally able to get a look at the channel on Monday,
February 22d. There had been a stcady wet snaw that morning, wbich melted rapidly, and we
were able to observe the flow path, which is what the homeowner, Mr. Larry Largent, had
apparently complained about. The concrete in the channel was not the problem in this particular
case.
At the interface of the larger river rock and the smaller basalt rock, water is flowing under the
liner, and heading in a very obvious path to the homeowner's landscaping, rather than following
the turn in the channel. There are several areas within the upper reach of the basalt channel which
have collapseci, due to the washing away of the undertying material. Susan Murphy and I met
with the homeowner on the 22nd, and dug a tcmporary channel while we were there to alleviate
the immediate problem of flow saturating his side yard with water and soil. (There has not been
watcr damage to the house itself, as there is positive drainage away for the house.) One of our
inspectors went out again this morning, February 25th, after the homeowner had called
yesterday, expressing some concern about the temporary Ghannel not diverting all the flow away
from his yard.
There is a problem here that needs attention, which we arc attempting to address on a temporary
basis by checking on the channel whcnever there is rainfall of a more than minimal amount. Our
short term goal is to keep the water out of Mr. Largent's yard so that the lawn and landscaping
have a chance to dry out. We also do not want the homeowner to feel we are ignoring his
concerns. He is very unhappy with the appearance of the channel since the conerete was put in,
and wants it removed. We made it very clear to him that the County had, on two occasions,
directed us to place the concrete in the cha.nnel as it now appears. Mr. Largent has also told us
&Iskmllgulhr►c
707 WQSt 7th • Suite 2UO
Spokane. Wn 99204
509-458-6840 • FAX: 509-4S?t•0844
~ j . •
•
r
Todd R. Whipple . .
From: Hemmings, Bill <BHemmings@spokanecounty.org>
To: 'Todd Whipple, PE' <toddw@ipe-sti.com>
Cc: Johns, Bill <BJohns@spokanecounty.org>; Busko, Doug
<DBusko@spokanecounty.org>; Hess, Steve <SHess@spokcounty.org>
Subject: SP-11281SP-1129 - Larry Guthrie
Date: Monday, February 08, 199912:54 PM
208-99
Todd
We received a call from the property owner on the eastsid.e of the
stormwater channel that was constructed and had concrete piaced in it last
year for the above plats. The concrete placement in one portion of the
channel near{y obliterated the channel and greatly reduced its capacity to
levels below what was required by the design. The wateris coming out of
the channel at this location at even low flows and is causing damage to the
landscaping and yard of the easterly property owner.
Please review and respond as to how this problem will be solvPd.
If you have any questions, please call me.
Bill Hemmings, PE
,
I
~
. -5p
. . - ~ ECEIVED
~
-e~
SEP Z 1 1999 .
SPOK4NE COUWpr ENGINEER
. Larry G. Largent
- - 7 = - -
Telephone 509-924-6611
10924 E. Ponderosa Drive
Spokane. Woshington 99206
September 18, 1999
Bill Johns, County Engineer
1026 W. Broadway Avenue
Spokane, Washington 99260
Dear Mr. Johns:
I had copied to you last May 1 st a letter to Kate McCaslin I had written regarding a
drainage ditch through our property which accommodates a development by the
Guthries doing business as LSR Properties here in the Valley where we are lot 3 in
Block 1 of VALLEY VISTA ESTATES as per plat recorded in Volume 17 of Plats,
Page 66.
Enclosed you will find a copy of a proposal by a contractor4or the Guthries and my
reply to the Guthries re: the proposal.
Sinc~erely
,
~
Larry G. Largent
Enclosures (2)
larry G. and Kristin A. Largent
. Telephone 509-924-6611
10924 E. Panderasa Drive
Spokane, Wcshington 99206
September 18. 1999
Larry Guthrie
. LSR Properties
13423 32nd Avenue
Spokane, Washington 99216
Dear Larry:
The pian submitted by Robert Schierman is unacceptabie. The overriding premise
here is function, esthetics and cost. After redoing the ditch a second time it has only
created a second failure and the need for additional expense for everybody involved.
Where the ditch commences at Gertrude Street there should be an even, continuous
visuai flow from there to the entrance a# the culvert on Ponderosa Drive. This ditch
should subt(y blend in with the surroundings, not stick out like an eyesore with a
hodgepodge of repair attempts with no functional and visual continuity.
1) All the cement deposited and remaining from the last redo must be broken up and
removed to satisfy both function and esthetics. The only reason the County even
suggested cement in the last redo was to be used in the form of a watery slurry to
stabilize the small rock but not to cover the rock because the exposed rock was
necessary to impede and control the flow of the runoff. To use shot-crete without a
liner is inconceivable as it would breakup in the first fi ost heave and we are back to
the same problem again. Then to suggest loose rock on top the dried cement-that
loose rock would end up in the culvert with the first runoff. I ran this proposal past
Bil! Hemmings at the County Engineer's office and he concurs.
2) The contractor filled in the ditches, resulting from the bank seepage, with broken
up cement and rock from the most recent excavation. This must be removed and
the bank brought back to original condition with good topsoil to facilitate further
landscaping.
3) This drainage ditch through our property has been an eyesore and in its present
condition has prohibited us from listing our property for sale and if we did, would
certainly negatively effect the value of the property. We are attempting to retire and
sell this house and it impossible at this point. We have already been delayed nine
months because of this situa#ion. To again attempt to do another hodgepodge
slipshod repair is just not acceptable nor would it be practical because it would have
to be redone again in the future.
4) I see no other solution that would be ultimately satisfactory to all parties involved
but to properly reline the ditch with an acceptable liner and continue the same type of
• riprap system used in the ditch upstream. This would bring the ditch up to county
standard, be estheticaliy acceptable, and would be a pemnanent solution. To have a
drainage ditch through your property is one thing, to have it an eyesore and the focal
' point of your back yard is another. A valid question would be, how would you want
this to look if it was in your backyard?
. Sincerely,
Larry Largent
cc: Neil Humphries
Bill Johns, County Engineer
Kate McCaslin, Commissioners Office
. .
915/94
. , .
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FAit # ft6-t6'!i
Ca I Azq -q?3 -a7
. - .
LSR PROPERTZES • ° .
13423 32od A'VP.. -
9POlCANE WASH 99216 •
Desr L.%RRY, . . .
1'MS I.ET'iiS TO LE't YOU IMW iN WR1T}NG WHA'f 1 FE91 !S thl BFST SaC,UTIAN
TU THE DRAANACiE DtTCH PROBLEM UP IIti THE FOAIDER4S•%, DE1/ELOPMMT
1 MAVE ALREADY DUCrOtf1' 1tiE ARW UF Wf'l:H ?'IIAT I FELT V%'ERE CAt,iSiN3 THE
. OVER-FLOW PAOBLEMS, AND NIY IIYTF.N-T A1' Twa POlNI' WDULD 8E rO SHOT-CRM fW NOW
DUGOUT AIt,EA CRBAITNQr H1CiH BArtKS 0N EAM SIDF. '
THEN I HELMYE WE SHOU{.D REDIS'tRtBUTE THE fiXISI7NG R4CK3 BACK QN TOP OF
TM DRiED SHa?rCRPTE ltd ORDER`TO 3I.OW DC)WiV THE FI.OW OF THE RUN-OFF V1`AIER AS IT
CV1VES DOW!ri IHE DINH. I HELMVE THAT 1'HJS W1LL Ct.'RE't'1M PItOBLEM IF THF COU:VlYKELIPS THE E1-jD OF
THE CL=L,VF.AT PIPE 7'HAT RL'I`3 Uh~'bER TM ROAD FREE 0►F DIRT AND DEeRiE SU A STEADY
sZ:tcA.rt Gf 1Aiw1ik'WW.. br AMLr lu !~:.uw uN4b51'JLt.K."i'W.
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Bi.ACKHAWY
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2047~ ~
- ~ LSR PROPERTIES
(425) 746-8-472 , - . _ - - . . ~ .
, 4529 • 152NU LN.. SE. - ~ t9-t0 74
BELLEVUE, WA 98006 120
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Hemmings, Bill
From: Hemmings, Bill
Sent: Wednesday, February 19, 1997 4:53 PM
To: Pederson, John
Cc: Harper, Pat; Engelhard, Scott; Kimball, Sandy; Franz, Dean; Miller, Katherine
Subject: Proposed Short Plat No. SP-1129-97
Importance: High
I received the above referenced proposal on Feb. 5,1997. This proposal lies in a steep area of possibly non
approv+ed soiis with possible shallow depths to bedrock. Stormwater will be directed down hill to developed lots
from the proposed lots. Because of this, I am requesting a concept drainage plan be required for ihis proposal.
A properly engineered concept drainage plan will need to be submitted that demonstrates the proposed drainage
plan can provide adequate infrastructure for stormwater management as required by RCW. The concept plan
will either need to show how the Spokane County Guidelines for Stormwater Management (GSM) wi11 be met, or
how an altemative system, acceptable to the county Engineer, can meet the intent of the GSM. If there is a
critical area identified on this proposal that requires mitigating measures, these measure should be incorporated
into the concept drainage plan if applicabte. An agreement to pay fees will need to be submitted before we can
review the concept drainage plan for technical completeness.
The submittal may require a preliminary analysis of the proposal to meet the Critical Areas Ordinance. Please
check with the responsible official in Spokane County Building and Planning regarding the requirements of the
Critical Areas Ordinance. The submittal is not technically complete at this point in time.
Page 1
r
S P O K~ N ~ o, C O U N T Y
DFPARTMENT OE BUILDING A1\D I'LAVNING • A DlV1S10N OF THE PUsLIC WOItKS DEPART4fENT
JANiFS L. MANsoN, C.13.0.. DrxECrox DENti'ts M. Scorr. P.E.. DutFCroR
MEMORANDUM
TO: Spokane County Division of Engineering - Transportation Engineering
Spokane County Divisinn of Engineering - Development Serviees
SpokanP County DiWision nf Utilities, Jim Red
5pokane County Division of Utilities, Steve Worley
Spokane Regional Health District, Steve Holderby
Spnkane County Fire District No. 8
Spokane County Water District No. 3
Central Valley School District No. 356
Vvashington State Boundary Review Board
FR0M: John Pederson, Senior Planner
DA7`E: February 5, 1997 SUBJECT: Proposed Preliminary Short Plat Np. SP-11?y-y7
Attached is a copv of the application and prAposed short plat map submitted by I,arrv Guthrie for
the subdivision of approximately 1.79 acres into three (3) residential tracts far those uses
permittc:d in the Urban ResidenUal-3.5 (UR-15) zone.
Please review this proposal and return your writtrn comments and recoinmendations ta me bv
February 19, 1997. If ynu have any questions regarding this file, you may contact me at
456-3675.
Enclosures
Copy without enclosures to:
Larry vuthrie, Owner
Inland Pacific En;ineerine Co., lnc., Owner ContactlSurveyor
, a..~k~~NEER
FIDiSP-I I 39-y7 Avrv NtEMd
102E7 WEST BROAD%VAY AVENILTE • SPOi'1NE, Vur1SH1\Gl'ON 99260
BUILDI\G PHONE, (509) 456-3675 • FAx: (509) 4564703
PLwNV1NG PHONE: (509) 456-2205 • FAX; (509) 456-2243
TDD: (509) 324-3166
1 ~
SPOKANE COiJNTY DIVISION OI+' I3UILDING AND PLANNING
PRELIMINARY SHORT PLAT
APPLICATION RECEIVED
PART I fAAPJ 17 10197
LEGAL OWNER'S NAMC: Larry Guthri e, LSR Properti es
MA ILING A17bCtLSS: 13419 East 32nd DIVIIION nP BtllLDiN dNd ft~,n~N
~
Cl`1'Y: Spokane , STATE: Wa EM, ZiP: q921
PHONE: (work) 922'6121 (liAme) (fax)
IF APPI.ICAN'I' IS NOT Tf3C AtiVNCF, IN(;[,UQC tVRI'1'172dV OWNER AUTfIORiZA'1'ION I'OR 'i'lIC
nh;I.qW I)I?5I(:NA'1'Ei) C()N't'AC'1' 'l'U Sf:ItVE A5 REI'ltESEN'1'A'1'IVE.
OWNER'S DCSIGNATED CONTACT: Inl and Pac i f i c Engi neeri ng co., I nc .
MAILING ADDRCSS: 707 West 7th, suite 206
4
CtTY: SFokane sl'ATC: WA zttl: 9920
PHONL: (work) 458-6840 (Iiome) (fax)
LOCATION OF PR(JPOSAL SITE (genernl clescription by vvhicii cfirection and linw Par frnm roads And intersections
anJ otliercommunity features): North of GErirude Dri ve and east of Val l ey Vi sta
Estates in Government Lot 9 of ,
SECTION(S) 4 TOWNSHIP 24 RANGE 44
IliA'WE ATTr1CHED THE LCGAL QESCItIi'TION OI= PROPOSED SI1'E : X) YCS
(Attach legai descriptian ior the en(ire area to be subclivided on the Preliminary Short Plat iiiar stnmped by a
WASliington State licensed LAnd Surveyor)
STI2ECT ADDRESS OF I't20POSAL S1'fC (if any): Unknown
NAME OF PUBLIC ROAD(S) P1tOYIDING ACCCSS: Gertrude Dri ve
AUDI i OR ItECORDING NO.(S) OF PRIVATG ROAD CASEMENT(S) AND MAINTENANCE
AGREEMENT(S) PROVIDING ACCESS:
ASSESSOR TAX PAItCLL NO.(S) 01= PROPOSAL S1TC: 44042.9123
SIZL OF PROPOSAL SITE (acres or sq. ft): 2.11 acres
ASSESSOR TAX PARCELtv O.(S) OF ADJ CCNT LAND OWNED OR CONTROLLCq: _
Large Amount See Assessor aaps
SIZE OF ADJACENT LAND OWNED OR CONTROLLED (acres or sq. ft.): 300± 4cres
DESCRII3C CXISTING USE(S) ON PROPOSED SITE (sucb as buildings, well, sewcr cSruintielc! 1nd ntllcrs):
Vacant
EXISTING ZONE CLASSIFICATlON(S): UR 3.5
COMPREHENSIVE PLAN CATEGORY: u rba n
DOES THE PROPOSAL FROIVT Oh' AN ARTCRIAL 02 PLANNED ARTCRIAL: P) YES (X) NO
NAME(S) C)r- ARTERIAL ROAD(S): L1ST PItCVI0U5 SPOKANE COUNTY ACTIO:VS 1NVO;,VING THIS PRQPL-2TY: (suCh as Tax Segregutian
Application, Certificatc of Excnintians, GA tir EA Affidavit, Othcr Subclivision, Zonc Change, Variance,
Conditional Usc, Temporary Use, SEPA R~view, Depencleitt Iteh.tivc, Znning Code Violatian, ar Olhers':
Certificate of Exempti3ns
. •
~
I'REL1MiNARY SHO'~tT PLAT APPLICATION Page 2 of S
l
\
PROPOSED USC OF PROi'ERTY: Duplexcs Multifemily dwellinss
Single Family dwellings (x~ Dusiness ( ~ Tndustrinl ( ) Mixed Use ( )
Munut'ac.ured homes k) Other ( ) - Descrihe:
4
PROPOSED NUMBER OF t O'TS: 3 Lots
PROPOSED ACCESS'TO [.UTS: PrivAte nriveway, 3 lots or less O ['rivale Road, d lats or more O
Public: RIVV with Private Access( ) i'ublic Raud P) County Arterinl O Statc Higtitivay O
DFSCR(DE ANY COMI3INATION AF Ai30VC TYPES 01= ACCESS:
IS DFAICATiON OC LANA F4R PUt3LIC USE PROPOSED (Roads, Parks, Schaols, Open Spacv, otlier)?
YLS NA O(X) IF YCS, EXI'LA1N:
F1AVC YOU PROViqED ACCESS TO AD1ACEhT PROPFRTY THAT IS "i_ANQ LOCKED" W1TVi0UT
ACCESS TO PUDC)IC ROAD? t) YGS (XI NA
if N4, EXPt.A1N WHY: Adjacent property is not Land Locked
~
PROPOSED SQURCE` Of WATfR:
1nLtividuul weUs I'uhlic system (x)9 Private Community System O
OiItier ( ~ - Dcscribe: 3
PROPOSED MEAiJS Of SCWAGE DISPOSAL.:
I'uhlic Sewer O, Community System Septir Tank ane! Drainfietd (X)X
Double ['lumhing`~ ) nry Sewer ( a Ot{ier O Aescrihe:
1
UTILITY COMPANIES AND DISTRTCTS TO !'ROVIDE SCRVICC TO TN[S PROI'OSAL:
filcctricity: WWP ~ Gns: WLJP
W;uer: Spokane Count.Y Di st. # 3 Sewer: N/A
~
Phnne: U. .3.1 WeSt Cnhte: COX
'
Rire District: School: Centeral Valley
~ •
Oihcr:
IS TI IC PROPOSAL SITH AnIACENT TO OR IIVCLUnE A WATCR I30nY? YCS (X~ NQ
(exrosecl stnnding watej, noncl, yesir mtind stream, river nr Itike) I.IST:
DOrS Tiii's T'ROPOSAI. SI'I`F HAVE ANY WGTLANDS? YCS (4*4A
(npcn water, seasnnal water. marsh areas, wnter snturs►teef sails or wetls►ncl rlnnts such ais "rrit iails") LIST:
l
~
WIIICiI TYPC OF WFTi_AND Ea'ISTS ON THC SITi:? Type I( ) Type 1T Tyre III Tyre IV
lf W(:TLANqS GXiiTS, HOW Ct.OSt? TO THE EDGE. Or- TEiI? WCTLAND WILL nrvr_i_ormr_rvT Bc
ALI_OWT?n TO BbIi.D? P EE T I':?CPLAIN:
,
~
~
nOFS THC PROPOSED SITC PRCSENTi_Y HAVr r-1STI OR WILDi. FE- NAI3ITAT? ( x) YES O NO
EXPLATN THF. KNOwN TYPGS OF WII.DLIt7C: Maybe Deer and Skunks and Sonybi rds
~
nOCS TttC PROPOSED SITC IIAVE CR]TICAL ART?AS (such ns slopes over 30%, uiistahle snil nr rocks prone
In Iandslicles, sever'erasihn, tlondins or othcrs)? i.IST AND EXP[.AIN: -
N/A
DO YOU FfAVC? ANY PL(1NS FOR FUTURI: Ann1T10NS, eXPANSIONS OR FUR'TH1:R AC'fIVITY
ttCt.ATGn TO THIS PROi'OSAi.? YrS O NO CX ) IF YFS, F:XPI.AIN:
t 0
0, !
iiu
.
,
~
PRELIMINARY SHORT PLAT API'LICATION Page 3 of 5
PART tT
SURVEYOR VT;RYrICATI4N IPatrick J. MOOY'e (prim name) A WASt1INGTON STATE
i.1CENSEn LANC$ SURVCYOR, EIAVE COMPLCTCD T[-IE 1NfORMA'i'lON RCQUCS
ni:SCRIPTfON ANn PRLI.TMINARY SFIORT I'I,AT E(AVI? 13CEN PREPARED DY Ni OR U ,
5Ui'CItVISION IN ACCORDANCC WITH THC RrQUIREMENTS OF THE SPOKAN O
/SU[3D1Y1510N RCGUt.ATt4NS ANn TI-IC I.AWS OF Tf1C S'l'A`I'G OF WAS!-IINGT '••.C
'T'HC ACCURACY OF'CHC COUNTY RASE MAPS. 1 HAV@ SHOWIJ THE LOCAT[
1'ROI'CR'J'Y (N RED ON THC AT7'AC[ICn CO[)NTY ASSESSAR MAP ANn • A, A
Cnt7NTY T NI:ER Mr1P. ~ .
SICNCn: DATC: l •
.
AnnRESS: 707 West 7th, Su i fiF 20 PHONE: LMW
Spokane, WA zIP:
PART III
PURSUANT RCW 30.70 D. TE1E APPLlCANT AND TNI? Af'PROVAL PROCCSS RIiQUIRCS CAR1.Y
COORDTNAT(ON AND TNfORMATION. i'RrLTM1iVARY ACFNCY C4NSULTATION IQCNTI1=1ED t3CLOW.
I+IRT MARSHaLI, / T'IRE DISTRICT RCW 36.70 I3 requires eArly coonlinntian and in€oimation
A. Tti1S PROPOSAL IS WITHIN F[RE PROTECI'[ON DISTRICT IVO.
~
U. WIiAT iMPROVCMCTVTS NEED TO I3E MAnC TG MEET THE DISTRICT'S F1RE PROTCCTION
RFQUIREMENTS? '4!L
G
C. SCE ATTACHCD LCTTCR DATCD:
D. ItriQUIRED FIRE FI.OW (gaIlons rer minuie): * D Oe> v~°M
11rntse revietved tlre propo.strl atul /ieive ndviserl tlre trppIicnnt of llte Fire Di.stricl reqrtrre»>e►its•.
/Z - /C/'7(L'
~ SIGNA'IURG 'll'R-E DATE
wATrR ruRVrYoR RCW 36.70 13 requires eurly connlination ancl informntian
A. Tt IIS PROI'OSAi_ IS WITI I1N WA'I'ER nISTRICT: MoKA/Mr- COuIY~Y ViRTa biC41R* *3
N07'
D. SATISFACTORY ARRANGEMENTS FOR DOMLSTIC VVATER AND FIRC r-I_OW HAVF BEEN
MAQE AS r-OLLOWS:
A WATFR SYSTf:M PLAN MUST 13C PREPARfn: YES~4) NO
RCQUIRCMENTS: A WAFT8~ m~ ~N tzXTZN914N M#9Y BE
3~~-~l V J 6Z~..A
C. O SCC ATTACIICD LCTTER DATCD:
I hmvevre►vetl the mn ~l nr~d liaue advised tlie npnlirnnt of tlte District reqirirer,vews
8r-F 1cr--
SIGNA'IURF TI'RE DA'iE
SPQKANE COUNTY ENGINrER - ROADS RCW 36.70 ti rcquires eariy caorciinacion and information
A [')2CGIMINARY DTSCUSSION f-1AS I AKCN PLACC, CONPI_ETC APPLICA''ION MUST
TNC(.Uni:• . ;r
c
R. SP-F A17ACHED LETTER DATFn:
,4J'ter a p►•elimi►trity reilretiis of the prnpn.ca1, l litrite rrtlvi.ted fi,e aj;r►;C;rrtil n/'snrtie of rhe
Cotiitly Isns►ineer ltontl reqrrirentews. A c:ui»j,lete tuld cle<<iiled revie«t wiU be prnvitled
trfter tlte applicatron is srrb»iitted, tithrclr i1oiIi' re.rrrlt iii tl cnmplete li.st of require»ie»ts ruld
cnrrrlitions refar.(li»g prn li.sinris fgr ttccess tn tlce prnposnl.
) q - /
stcNnTUR - , iTnE WE
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PRCLIMINARY SNORT PLAT APPLICATION Page 4 of S
SPOKANI: COUNTY rNGINTrIt - DItAINAGr RCW 36.70 11 requires eAr{y caorclinatian snd inFormation
A ['t2GL1MTNAl2Y DISCUSSION fiAS'I~ KEN PI.ACE, A C4 PI.ETC API'GICATION MUST
(NC LUDI:: P~ - &I e- T 4 i1. O SFC ATTACNFD I,C7TER DA'TED:
After n nreliminary revie►v of tlie nrnposal, I ltrlve ntlvisEd tlle nnplicallt nf .sonre of the
Coiuity C►igi►reer Drnittage reqrriremeiit.s. A coniplete and tletailed revietiv «+ill be
prnvitled nfter !1►e npplicatiori is strhnritted, w/ricli tivill restilt in a complete list of
req~,~ n.te~its ul cn~~di ioit.s• regtrrtli►is prnvisinns for (<raiturge fortlte nroposal.
~ o
c),
~ ~
SIGNA'IURt 'iTi1.E nA'IE
,
SPUKANE (;UUNTY UTILITIES
RCW 36.70 B reryuires evrly CaorclinAtion anJ information
A PRELIMINARY ATSCUSSION HAS TAKEN PLACF?, ACOMPLETE APPLICATION MUST
iNCt_uDr:: /~~/~eg/.tJG0
B. S[?C ATTACiTCD LCTTER nAT[?D:
Af'ter n preliminnry revietiv of t1ie proposnl, l Irriipe htlvised tlre npplirnnt of sni»e of
the CAruity Engirleer Cltilities reqtrirements. A eomplete trnrl cletailed review ►vi!! Ge
rrovirletl trf~er tlre applicntioit i.r .srrbmitted, svhiclt ivill resrtlt rn tt coniplete list of
reqttirements nn~ aruli 'ons reg relitis provrsion.s fnr nccess to the prnpA.snl.
SIGNA E TC[LE DA7E
SPOI{ANE COUNTY rTEALTII UISTRICT RCW 36.70 0 requires enrly enarclination Ancl infarmatinn
A PRCI.TMINARY D1SCLISSION HAS i AKCN PI.ACE, A CAMPI.,ETE APPLtCAT10N MUST
tA t~ c.-o A-e-A- Y~ s i 4-e _ ts-e~, v r c+; ~
INC(_UDE: P
Il. O SC[: ATTACHCD LCITCR DATFD:
Afte►• npreliniinrrry revietv of tlie pronpstrl, 1 lrat►e atlvisetl tl►e nnplicntrt of srnne of rhe
Spokane County tleallle req;tir-enients. A crnttplete anrl rletnrlerl review ►vill be prnllrrled
e1ier tJte ttpplica ' rsirb_uu which ►vid! resitlt pn cr cn»ip_lete Iist of reqrrirements nnd
corirlitig; egn ~.~Ne`nlth pr #te prnrn.sal.
Z
~ w~
, ~
SrGNA7'URE Tl'11x nA'1E
,
sEWrR ruRvrYOR (City a!' SpokAne or Liberty L.Ake)
RCW 36.70 13 rehuires early csorttination and information
A t'RELIMINARY qTSCUSSION HAS TAKCN PGACE, A CAMALETC APPLICATION MUST
INCLUDE: ~leWW>to'
D. SEE ATTACtIED LE'I`fGR nATCD:
After a prelirninary revie►v of t1ie propnsnl, I hnve trdvised tlie nPplica»t of snme n,j111e
Seiver reqrriremetita•. A complete aiid detniled revietiv svi!l be prnvi(led after tlre applicfitinn
is• .s•trb»rittetl, ►vlticli iaill result in a cnmplete list of reqrrirenrents trnd cnnditinn.s ►•egarding
Se►toer proVi inns r!!te rrnrnsal
~
nA
SIGNATti~tE TI'11E '1E
.
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PREi.IMINARY SHORT PLAT APPLICATION Page 5 of 5
WASHINGTON STATT: DEPARTMENT OT TRANSPURTATIUN (NAT(:: Sisnnlure requirccl oniy iF access is rraviclccl from A Slute Higliway)
[tCW 36.70 [3 rcquires eariy coardinution and 1nFarmotian
A PREL[MiNARY DISCUSSION HAS TAKEN PLACE, A COMPLETE APT'LICATTON MUST
INCLUDC:
B. SEE ATTACHED LE'I'T'ER DATED:
After a preliminary revietiv of the proposal, l lrave atlvrsed the applicatit of some of tlie Stnte
FligIt►vay reqrtireme►tts. A contplete nnd (letReled revie►v ivi;l be prnvitletl afrer tJre applicado,l
is submittetl, tvhich tivill resirll iri a complele list of reqrriremenls and coitrlilion.r ►•egartliris
pr•nvisrAns for Niglrvvay nccess to tlre proposnl.
SIGNA'RJRE TI'RE DA'IE
PART IV
LEGAL OWNI;R SIGNATURT:
(Signature of legal owner or letter of authorization from legal owner)
l, Larry Guthri e, LSR Properti es ,(rrint name) SWCAR OR AFTIRM THAT TNL•
AI30VC RBSPONSES ARE MADE TRUTNFULLY ANQ TO THE IIEST 01= MY KNOWLEDGE.
i FURTHER SWEAR OR AFFTRM THAT l AM THE OWNER OF RECORQ OF THE AREA PROPOSFD
FOR THC AI30VG IDENTIFIED LAND USE ACTION, OR. IF NOT THE OWNER, ATTACHED HEREWiTH
1S WartITTEN PERMISSTON FROM'I`NE OWNER AUTHORIZING MY ACTIONS ON fTTS/HER I3EHALF.
1FU12THER SWBAR OR APFIRM THAT I NAVE ATTACHLD THE STGNLD AND DATED "ArF10AVTT OF
ADJACENT PROPERTY OVVNER / TAXi'AYER ADDRESSES."
NAME: Larry Guthri e pqTE: 12/12/96
ApDREsS: 13419 East 32nd pypNE; 922-6121
Spokane, WA Z1P; 99216
SIGNAT C DATE
N U1'A RY '
(For T'art 1V nbove)
STATE OF WASTiTNC,TON ) ss:
COUNTY OF SPOKANE )
.
SUBSCRII3ED AND SWORN to before me this dny of ~L~ 19 C
r
L
~ ~ . NOrT'ARY SIGNA'I'URE
8*10)VW Notnry Puhlic i?ncl fcir ti State ni' Wnshinbtnn
Residing nt:
O? ~
~opwA~~ My arnointment exPires:
PART V
('fn he c(imrleiecl hy ihe Division of i3uilding nncl Planning)
nATC SUQMITTED: PLANNGR:
TOTAL fCES: RCCEII'T
F1LG CQMALE'TE APPLICATION:
uaia a►ioar wAr Avo vMw JH
Ali S P O K A N E . C O U N T Y
OFFICE•oF THE COUNTY ENGINFER • A OIV1S10N OF 71 tE PUBUC WOm DEPARTMENT
Ronald C. Flormann, P.E., County Engineer Dennis M. SCOtt, P.E., Director
AGREi EMENT TU PAY FEES
ENGINEER'S AGItEE11EIENT NUi1diBEIt SP 1129-97
This agreement between Spokane County and L59 ties
tFuime o pe on '
wltase interest in the project is Owner
ti.e, owner, ogen►, ete.) '
is entered into this . day of , 19 . Tllis agreement is applicable to the project
known as: SP-1129-97
tprdjeCt aaorcss dr inenarroie at iue nuinver)
That the individuals and parties named lierein as having an interest iii the above described property nr project
agree to the fsllowing:
1. Rcimburse SPokane County for project review and inspection fees as specified in Cliaptec
9.14 of the Spakane County Code. The fees will be based on actual salary costs incurred
by Spokane County for project reviews and / or inspections plus a ten percent
administrative charge, and will be billed monthly as accrued. Any billing ainounts due,
includiug any expenses incurred in tlie collection of an overdue account, must be paid
prior to lhe County's acceptance of lhe project foc filing. If a project is approved and/or
filed witli a balance stiil owing, the unpaid balance shall be paid within 30 days of the
invoice date. 2. The unclersigned ugrees that these fees are due and payable upon reeeipt of the billing as ~
specified above.
3. Any invoices not paid wicliin 30 days of tlie invoice date will be considered delinquent.
If any cautstanding balance on tlie aceount for t1iis project is not paid witliin 30 days of
tlie invoice date, no furtlier reviews of the projeci doeuments will be conducted until ttie
entire account balance is paid. Any balance on the accoilnt for this project not paid
within 65 days of the invoice date may result in icgal action or the initiation of other
colleciion procedures, including reFerral to a collection agency. Tlie Sponsor will be
liable for any and all expenses incurred by the County for the coltection of overdue
accounts.
4. The monthly billing should be sent to the attention of:
NAME: Larrv Guthri e. % I SR PrnnPrti Qc
ADDRESS: 13419 East 32nd
CITY, S'TATE: Spokane, WA ~
ZIP CODE: 99216
PHONE 022-6121
I understand that failure to pay diese fees may resuit in delay in completjon or approval of the project or other
possible sanctions.
Cl If this fee agreement is completed by someone other than the Sponsor (i.e., the project
owner or a principal in the firin sponsaring the project), such as the Engineer designing
the project, then written authorization from tlie Sponsor spedfi'cally authorlziag the
Agent to execute tltis Fee Agreeaneat is attached to this F reement.
a SIGNA►TURE By: _
/ ~ t~2 r r ('r z- S
(PRINT N~11+iE)
RETUItN YEI.LOW CQPY TO SPQKAIVE COiJNTY ENGINEERS
k\ptMgreemcn.fee 211195
1026 W. Broadway Ave. • Spokane, V11A 99260•0170 •(509) 456-3600 rAX: (509) 324•3478 '1'UD: (509) 324-3166
~
7
Sc) K A N E . C O U N T Y
OFFICE•OF TFIE COUNTY ENGINFFR • A DI1dISION OF Ti IE PUB1aC WORKS DQ'ART'hfENT
Ranald C. iformann, P.E., County Englneer Dennis M. Scott, P.E., Director
AGREEMENT T4 PAY FEES
ENGINEER'S AGRI 'CIVIE' NT NUMBEt R SP 1129-97
This agreement between Spokane County and LSR Pro,perti es ,
tllarna ot persont
wliose interest in tlie project is Owner ,
ti.e. awaor, agrnr, ac.)
is entered into this day of , 19 . Tliis agreement is appiicable tv tlie project
known as: SP-I129-97 .
tprolCct nauress or ,iienume ac inc nuinoerj
Tliat the individuals and parties named Iierein as having an interest in the above described property or project
agree co the following:
1. Reimburse Spokane County for project review and inspection fees as specified in Ghapter
9.14 of the Spokane County Code. The fees will be based on actual salary costs incurred
by Spokane County for project reviews and / or inspections plus a ten percent
administrative charge, and will be billed mnnthly as accrued. Any billing amounts due,
including any expenses incurred in the collection of aa overdue account, must be paid
Prior to the Coutity's acceptance of ttie project for filing. If a project is approved and/or
fited vvitli a balance still owing, the unpaid balance shall be paid witllin 30 days of the
invoice date. :
2. The undersigned agcees tthal tisese fees are due and pAyable upon receipt of the billing as
speciFed above.
3. Any invoices not paid witttin 30 days of tlie invoice date wil{ be coiisidered delinquenl.
If any UutstandZng balance an the account for ibis project is not paid within 30 days of
tlie invoice date, no furiher reviews of the project docunients will be conducted until tlle
entire account balance is paid. Any balance on the account for this project not paid
within 65 days a►f tlie invoice date may result in legal action or the initiation of other
collection procedures, including referral to a coltectiou agency. Tlie Sponsor will be
liable for any and all expenses incurred by the County for the collection of overdue
accounts.
4. The monthly billing slloufd be sent to the attention af:
NAME: Larrv Guthri e, % I SR PrnnPrt j, ec
~
ADDRESS: 13419 East 32nd ~
CITY, STATE: Spokane, WA
ZIP Ct)DE: 99216
PHONE 422-6121
I understand that faifure to pay these fees may result in delay in completion or approval of the projeet or otlier
possibte sanctions. C) If tliis fee agreement is completed by someone otiier than the Sponsor (i.e., the project
owner or a principal in the firm sponsoring tlie project), such as the Engineer designing
the project, tben written authorization from the Snonsor specifically authorizing the
Agent to execute tlus Fee Agreement is attached to this "reeinent.
/
SIGNATURE IIy:
LIL r <d ,
(PRINT NIME)
RETUItN YFI.LAW CUPY TO SPOISANE COUNTY ENGINEERS,
k1p%agneemen.[ee 2!1195
10261N. Broadivay Ave. • Spal.ane, V11A 99260•0170 •(509) 456-3600 FAX: (509) 329-347$ '!'lM: (509) 324-3166 '
Office of the County Engineei•
Spolcane Countya Washington
1 September 1998
To: Inland Pacific Engineering
From: Development Engineerinq Services,
Bill Heannings, P . E .
RE: SP-1129-97
Plat Dedication
I?rainage easements, as platte;d and shcjwm hereon, wluch are fni- the purposes of installing, npcrating a.nd
maintaining drainage pnnds and drainage facilities to dispnse u.f runcaCC, are herebv granted tn Spokaiu
County.
Any nalural drainage channels, creeks with intermittent or constant flow, nr well-def ned natural draws
periodically subject tp concentrated flow of stormwater, shall be placed within an eastment granted to
Spnl:ane County. No buildings shall be constructed within the easement, and no fill placed within the
easemeni without the expressed written cansent of the Spokanc: County Engincer. The easemenfi shall br cat'
sufticieni width to encompass the stormwater flow width and alluw fur emergency maintenance, but in nn
case shall the easement be less than 10 ft. in widch.
The property nwners within this plat sliall be held respon.~ible for keeping open and maintaining the
surface patli of natural or man-made drainage Ilow over and across theix respective pruperties. It ttle
property oH►ner(s) fails tn maintain the surface path of natural or man-made drainagc tlnw, or the
drainage swale, a notice of such failure may be given to the property owner(s). If not corrected within
the period indicated on said natice. Spakane County has the right ta correct the maintenance failuret or
havc it corrected, at the expenSe uf the property owner.
7'here may exist properlies laeatecl uphill and adjacent to this subdivision whieh perindically disehar'ge
stormwater runoff onto individual lats vvithin this plat. RunoCt &vm nearby uphill properties sllould bc
expected, and during snvwmelt periods or wet seasons the lots mav be subjected to higber amhunts ut
stormwater runoff that whal is nurmally observed or anticipated. Bec:ause starmwater ruuoff from adjacent
nroperties have discluirged onto this plat prior to development, stormwater runoff will likely eontinue ta da
so aCter development. It is the responsibility of the individual lut owilers to maintain existing surface paths
of runoff through t11eir respective lots a.ad to grade the lots in acc;nrclance tvith applicable rules and
regulatidns, sn as to prevent property damage.
Any buiiding that is conslructed on a tot ui this plat shall be set at sueh an elevation su as lo pravide
positive drainage away fi-om any cirainage entry point to the building (inc;luding but not limited to a
window well, a window unprotected by a window well, or a doorNvay). Said Positive drainage shall
consist of a minimum slope of 3°:o away from the building for a distance of at lcast 10 f'eet from the
building. The lots shall be graded sa that either a) all runoff is routed away from the building, and
conveyed over the lot to a natural drainage swale or apgroWed drainage facility, ur b) drainage
intercepted on the lot is disposcd of an the lot in an approved drainage facility. The appraved drainage
facility shall be construCted in accordance with any applicable accepted plans on file at the C'ounty
Engineer's Office. Any revisioas td lhe accepted drainage plans must be ac;ceptt;ci by thc C'aunty
Engineer's Office prior to construction of'said revisions.
Spokane County does not accept the responsibility nf maintaining the drainage course on private lnts nr
floodplain areas within private lots, nor tUe responsibility f.or any damage whatsoever, including, but not
Iimited to, inverse condemnation to any properties due to deficient construction andlor maintenance of
drainage courses in drainage easements on private property.
The property owners within this plat sha]l Tnaintain all water qualiry swales ("208" swales) and cirainage
ditches situated on their respective properties, and anv portion of a`208' swale sihiated in a public or
private rigllt-of-way adjacent to their respective pruperties, witli a permanent grnund cover as s-pecific:ci in
the currently approved and accepted plans on iile at Spolcane County"s Engineer's Uffice. No struc:tures,
including fences, shall be constructed directly over nr within a'2t18'swale without the expressed %vcitten
consent of the Spokane County Engineer. Spoltane County does not accept the respnnsibility to inspect
antUor maintain the drainage easements or drainage s~.vales, nor does Spokane County accept any liability
far any failure by the lot owner(s) to properly maintain such areas.
.
JL
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1 ~
S F), C~p Ic ~ N ~ ~ c) u Tv 'r ~
BUiLDJNC; ANQ PLAN.'<9INO • A DwkS~(aN OF'1`H-E PL3aE.IC WC7RKS DEPAKT~tENf'
]nMv; L. MAusoN. C.B.O.o DmE+e~~R DENms M. Scarr. P.E., UME+crOR
ME~ORANDUM
DA'I'E: Jtily 22, 1998
Td: Divisioa oF Engiwering and Roads, Trarsportation, Fat I-larper, c!o Sandy ~bal1
Division of Engineering and Roadsa Development 5ervices, Bill Hemm.ings
Divisio-n of U#ilities-Infarmatian Management, Ji.m Red
Divisian of Utilities-Stornxwater Utility, Brenda Sims
Spokane Reginnal Hea1th District, Steve Halderby
Spokane County Fire Distri.ct No. S
Spokane County Water Districfi Na. 3
_ CentrW Valley School District Na. 356
WA State Baundary Review Board for Sgokane Caunty, Susan Winchell
WA State Department of Fish &'%rildlife, Kevin Rnbinette
FROM: Louis Webster, AICP, Associate Planner
5 t1BJECT: Aroposed Final Short Plat S P-11 29-97 ,
Fiease review the above-referenced final short pIat map and forward any camments ta me by
August 5, 1998. If you have any quesfians regarding this rnatter, you may contact me at 456-
3675.
wc
Enclosure(s)
copy withcru# enclosures to: Larry Guthrie
Inland Facific Engineering, BJ SFarling
7 026 WEsr BROADw►%v A~*4*~.,ux • ~~)KANF, 'lMASHtNGTON 99260
PHow~ (SA9) 456-3675 • FAx: (509)4564703
7DO: (509) 324-3266
Hemmings, Bill
From: Hemmings, 8ill
Sent: Tuesday, August 11,1998 8:25 AM
To: 'Todd Whipple, PE'
Cc: Johns. Bifl; Scott, Dennis
Subject: SP-1 129/SP-1 128 - Larry Guthrie
8-11-98
We received your proposai to provide a concrete slurry in the eAstng downstream stonnwater channel instead of
providing onsite retention and disposal of developed volumes on August 10,1998. This proposal is acceptable
with the following conditions:
• The developer and contractor obtains any applicable permission to do this work from the affected
property owners.
• The application of the concrete slurry extends the full width of the channel where rock is present.
• The slurry extends a minimum of 30 feet upstream and downstream of the bends as represented in
your August 5,1998 letter.
• IPEC submit a letter following construction that they have inspected the construction work and find
it to be acceptable and that the work meets the design criteria contained in their calculations and will
adequately handle the developed flows from SP-1128 and SP-1129.
• Following the above, the shon plats may be finalized.
We request that the slurry be added to the culvert entrance for a minimum of 3 feet around the entrance.
If you have any questions, please call me.
Page 1
I Ito RECEIVEb
. auG
10 1998
I N LA N D PAC 1 F I C E N G I N E E R I N G, I N C. SPpKANE COUt3TY @NGINEER
August 5. 1998
W.O. No. 96255
Development Services
Spokane County Public Warks Departmeat
1026 West Broadway Avenue
Spokane. WA 99260
Attn: Bill Hemalings, P.E.
Re: Larry Guthrie's proposed 3 lot Short Plat No. SP-1129-97
Larry Gutbrie's proposed 2 lot Short Plat No SP-1128-97
Dear Bill.
After several round robin e-mails back and forth within the Caunty and between the ynur
nffice and IPE last week regarding the resolutinn of drainage issues for the above referenced
projects, Larry Guthrie. the spnnsor, has asked thai we propnse to yau that a concrete slurry
or shot crete be applied to the bends in the 'lower' channel, where the rnck is basalt. At this
time, no slurry or shot cxete is proposed for the upper channel where the larger river rack is
lound in the ditch channel. The slurry would extend 30' upstream and downsti•eam of all
bends, in order tn keep the rip rap in place at the velocity calculated. Calculations are
attaChed which indicate that the bends need to be stabili.zed against the characteristic velocit}f
of 10.77 cubic feet per second. The concrete slurry or shot crete wi11 provide the necessary
stabilization. The method of application will be to apply the sluny or shot crete via pressure
foll4wed by Uoweling for a smooth and even application, and then broomed for roughness.
Additionally, calculations are incfuded which indicate that the basalt rock is sufficient fdr the
straight channel, cherefare, no slurry or shot crete solution is recommended at this time. Mr.
Guthrie would like tn have the wark doae immediately, and would then expect to f nal plat
the above referenced two short plats. If this proposal is agreeable ra you, please respnnd in
writing so that work can proceed' we are nat antic;ipating preparing any plans fur this
unprovement unless specificallv required by Spokane C'ounty. Please call with any
questions.
Sincerely,
Inl Pac~c ineering, Inc.
4 .
o d d R. 'tx r hipple, P.E.
President
TRW/sm/tvw
eaclosures
cc: Dennis Scott, P.E., Spokane County
Larry Guthrie, and IPE file
707 Wesl ith • Suite 200 2020 Lakewmd Drive • SuitP 205
Spokarte, W/A 99204 Cueur d'rllene, IU 83814
509-45&-6840 • FAX: 50(4-458-6844 208-765-7784 ' FAX: 208-769-7277
' ry~~ ,,r°~• ••''r \:~,e~> '
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The flow in the drainage channel was calculated to be 10.77 cfs. ThiS was determined as
summarized beIow.
From Accepted Drainage Report for Guthrie Family Tracts:
(copies of calculations included in appendix)
Eaistiag Guthrie Family Tracts Calculations,
2.3 acres @ "C" = 0.41 (Guthrie Family Tracts Basin "B")
1.31 acres a(? "C" = 0.47 (Guthrle Family Tracts Basin "C")
0.20 acres 'Ju,~ "C" = 0.9 (Guthrie Family Tracts Basin "D"}
3.81 acres @ "C" = 0.46
Total Basin to Drainage Channel= 9.15 acfes (please see attached basin map)
Developed 1.79 acres @ 1.5-3.0 DU/GA "C" = 0.30 (rolling)
Undeveloped 3.55 acres @"C" _.30 (Meadows & Pasture Land - Rolling)
. Therefore = 3.55 + 1.79 = 5.34 acres aQ "C" = 0.30
,
Composite "C" _ (3.81* 0.46) + (5.34*0.301= 0.37
9.15
Q=CIA=0.37*3.18* 9.15=I0.77cfs
G~~~~ WAS~~
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t3037 ~
ssrolV~AL
fXP{RES 06/11/
Inland Pacific Engineering #96254 "
~
Maximum channel side slopes wit6 riprap is
The energy lost at;a~, h draulic JumP can be shown in
determincd using P~gu~' 43,, for the channel shapes
shown in the Sgure. y Channel Type R
Trapezoidal - straight run 0.8
For }umps within pipes, the prim,ary concera is Natural - straight run 0.9
whether the pipe can withstand the forces, «+hich may Channel Bends 1.5
scparate the joini or damage the pipe wall, and Outfalls, without a drop 1.25
vvhether the height will exceed the clearance of the
catch basin or structure. Thenefore, hydraulic jwnps Conversion to Characteristic Velocity •
occuring within PiPes need to be carefullY evaluated
by the engineer.
Stone size is often defined by N, where % denotes
Riprap & C6annel Stabiiization the percentage of the total weight of the gra+ded
material that contains stones of less weight For
Whcnever riprap revetrnent is proposed, the engineer exaxnple D30 = 2.5 inches, deaotes that 30°l0 of the
sball submit desiga calculatioas which justifies the stone by weight will pass through a sieve size of 2.5
riprap arca, thiclaiess, riprap size and gradation, and incbes. Similarly, Ws; equals the weight of individual
filter blaaket reinforcement. stone having diameter of D*A.. The mean stone size,
Wso, can be deternvined using ~ 4. If the riprap
The ability of riprap revetment to resist erosion is is to be used for a stilling basin or other highly
related to size, shape and weight of tbe stones. Most turbulent area, then the size of the riprap shall be
riprap liaed chaanels required either a gravel filter increased by at least 2 times WSQ deternwied from the
blanket or fiiter fabric under the riprap. VVhere very chart. The riprap should be reasonably Nvell graded,
large riprap is used it is sometime necessary to use within the follawing gradatioa parameters:
two gravel filter la}oers between the subgrade aad the
riprap. When riprap is used, the drainage plans shall 1.25 :5 D.lDSO 1.50; D,siDso = 0.50
specify material gradation, thickness and area to be
covered. D=r/Dso = 0•25 Riprap material needs to be blocky in shape rather lie munimum thiclaiess of the riprap layer shall be
than elongated. The riprap stone needs to lave 12 iaches, Dloo or 1.5D5o, whichever is greater.
sbarp, angular, clean cdges at the intersect'sons of
relatively flat faces. Riprap stone shoutd bc A filter bla.nket uader the riprap is normally needed.
reasonably well graded througbout. . If a gravel or sand filter blanket is used, then it ne.eds
to conform to the gmdation parameters listed in
Desi idance is marilY relaied to channel r-
~ b~ pri The size of the filter blanket material is
velocity and stone size. The vetocity used must be designated d,a, the size of the riprip is desigaated D,
representatiye of flow conditions at the riprap face, and the size of the subgrade is desigaated d',a. The
termed the characteristic velocity (V.). The thiclrne.ss of each filter blanket should be one-half
characteristic velocifiy can relaie to mean cbanael that of the riprap layer. If it is found that Dold' 85< 2
velocity (V,,s) by the following cquation: then no filter blanket is needed. Where very large ~
ripmp is used, it is sometime necessary to use two
va = aV.n filter blanket layers between the subgrade aad the
npmp
Various values of a are listed in 4,• A ~
more detailed approach for the design of ripr r.
around channel bends c:an be used as showa in
Guidelines for Stormwater Management • Addendum 4-4a
Spokane County: Draft 11/02/97 1
t
Trapezoidal Channel Analysis & Design
Open Channel - Uniform flow
Worksheet Name: guthrie
Comment : ROCK-LINED CHANNEL
Solve For Depth
Given Input Data: Bottom Width..... 2.00 ft
Left Side Slope.. 3.00:1 (H:V)
Right Side Slope. 3.00:1 (H:V)
Manning's n...... 0.040
Channel Slope..... 0.1500 f t/f t
Discharge........ 10.77 cfs
Computed Results:
Depth . . . . . . . . . 0.47 f t
Velocity......... 6.75 fps
Flow Area........., 1.60 sf
Flow Top Width...` 4.81 ft
Wetted Perimeter. 4.96 ft
Critical Depth... 0.69 ft Critical Slope... 0.0318 ft/ft
• Froude Number.... 2.07 (flow is Supercritical)
~Wc
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Open Channel Flow Module, Version 3.41 (c) 1991
Haestad Methods, Inc. * 37 Brookside Rd * Waterbury, Ct 06708
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AdaDted f rom Report of _
'Subcommjttee on Slope
P ro'tect f,on., Am. Soc. C~i.v i 1 Eng i nee rs P t-oc. June 19 4-A'
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EQUIYALEfiT SPHER I CAL D I aMETER OF STOK E, ( K F EET,
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-S I ZE OF STOb-E ,11iaT WI.LL RESI ST D I'SPLACEMENT ~
- - FOR iIARIVUS YEI.OCITIES aND S,LOPES
FICURE 4-6 -
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9210150675
EASEMENT
The Grantor(s), LSR Properties, a Washington General Partnership in the County of Spokane, State of Washington,
for and in consideratlon af Mutual6enefits, and the receipt of which is hereby acknowiedged, grants to Spokane
County an EASEMENT over, under, and across the following described real praperty situated in the County of
Spokane, and the State of Washington. TO-WtT:
A strip of land ten feet (10') wide, lying five feet (5) on each side of the foliowing described centerline, and
located in Govemment Lot 9 of Section 4, Township 24 North, Range 44 East, 1N.M., Spokane County,
Washington:
Commencing at the southeast comer of Lot 6, Block 1, of Valley Vista Estates, according to the plat recorded
in Book 17 at Page 66; thence S86038'57'E, along the easterly extension of the north line of Gertrude Drive
as shown on said plat. 230.00 feet to the POINT OF BEG(NNING of this centerline description; thence
NOi°2t'03'E, 15.00 feet; thence N35°57'23'W, 71.51 feet; thence N311007'560W, 122.63 feet; thence
N08057'22'Et 92.72 feet; thence N541053'39"W, 62.45 feet; thence N3r03'37"W, 75.29 feet, more or Iess, lo
the end of this centeriine description, being a point on the south line of Lot 3, Block i, of satd ptat of valley
Vista Estates; trom which the southwest comer of said Lot 3 bears S47°09'45"W, 48.16 feet,
The grantor wiil construct the drainage facliities in conformance with the approved pians on file in the County
Engineers Offrce.
This EASEMENT grants to Spokane County and its authorized agents the right of ingress and egress to, over, and
from said EASEMENT for the purpose of Inspection and emergency maintenance of drainage facilities.
Whenever the PONDEROSA HOMEOWNERS' ASSOCIATION faiis to maintain the stormwater drainage construction
and improvements in reasonable conformance with the approved drainage p1an, a notice wlll be given to the
PONDEROSA HOMEOWNERS' ASSOClATION by the County. If not corrected after 10 days, the Counry has the
right to correct the maintenance faifure or have it corrected. Aii costs involved will be charged to the PONDEROSA
HOMEOWNEAS' ASSOCIATION.
Spokane County does not accept the responsibility of maintainfng the drainage course on private lots wjthin
drainage easements or fioodplain areas, nor the responslbi(fty for any drainage, whatsoever, including but not limited
to inverse condemnatlon to any properttes due to deficlent construction and/or maintenance of drainage courses in
drainage easements on private property.
. iN WITNESS WMERE4F, I have hereto set my hand. ti• E Exci.se 1ax ExeM
- 0096 Sr,4ar,e Caunfy Troas,
LSR Properties -
~
L. uthri
.
• ~ .
.
Richard T., Guthrie, husband Myrl Outhrle, e -
ACKNOWI.EDGEMENT
STATE OF WASHINGTON )
COUNTY OF SPOKAN ~ }ss
On this ~ day of 1992, before me personally
appeared Larry L. Guthrie, and Richard T. Gutl*ie and Myrie Guthrie, husband and wife, to me known to be the
partners and their respective spouses of LSR Propertles, the Washington General Partnershlp that executed the
within and foregoing instrument, and acknowledged said instrument to be the free and votuntary act and deed of
said paitiiers Ifor the uses and purposes therein mentioned and stated on oath that they were authorized to execute
said instrument.
1N W E. VMER F, I ve here to set my hand and affixed my seal the day and year first dbove written,
Notary Publlc in and for t~ of Washington, residlng in Spokane
My commisslon expire i y/fs.3
71-744".
' Page 1 of 1
C;{I,cCled ENGINEER' S REVIEW SHEE 1,
Uate Filea
Date As Built Plans Rcccivcd
1Jate Road Plans AppruveJ SHURT PLAT FILE SP-1129 -97
Vew Road Starxiar(ls 5-1 S_95 Mvlar a:
Cumpanion f=ilc I
Hearing Date: f I'Time: 11 Number. Relaced Pile I
}3uilding I)ept
ULSIGh Review llate: 1)R `I'ime:
Review l)ate: 02/19/1997 R Timc: R Numbcr: DESIGN REVIEW#
Date Receivecl: 02i 10/1997 Review Type: Large Lot Hldg. Syuare Feet:
No. Lots: 3 No. Acres: 1.79
Pro ect Narne: L~R-3.5 SI`GLE R~;S
~ Range-Tnwnship-Secticm: 44-24-4
Site Address: W DISfiMAN-MICA/N GERTRUDE DR P.axcHt.(s): (first 20)
Applicatit Name: INLANn PACIFIC F;NG., INC Phonc # 458-6840 '''-3
Aprlicant Aciciress: 707 W. 7TH, St11TE 200 I'hone 2#:
SPOKANf:, WA 99204 1);,~r ( undinc~ny ~1:iilel:
E=1ood lone: 11c~ W`atcr Suurc:e;: 4 Se:vaer Source: l Schoxol Ui.t: 356 Fire Uist: 8 Nhone 1)ist: lI5 Wf:ST
Billing Niime: Owner: LARRY GUTHRIE, LSR PROPER I;ngineer: YA"1'EtICh 1 MUUltl:
Addres5: (hwner Address: 13419 h 32ND Company: InLAVD PACIFIC L•'NV1Nf-l:It[
SPOKANL;, WA 99216
AddreSti: 707 W 7TH AVL S"1'L ?UU
SPOKANL WA 99204
Phcmc: Owncr Phcmc: 922-6121 Phone: (509) 458 68411
Signed Name: i:aX; (509) 458-6944
Ruilding # 456-2205 i Planning # 456-367 Coiitact: JOI[N PFDERS4N
Date Submitted Uescriptian Initialti I
,
DA`I E`I'ECIiNICALLY CUMYLE'I h
I)A"Cfj NO'I' TECfINICAI.I.Y COMl'l.l-:1T
I)A'Ch PAY FEES RECEIVEU
DATE PRIORITY F1:ES RECEIVED CnPY TO ACCOCINTING
FINAL PLAT FEES COMPLETEU AND COPY TU ACGOUNTING ~ I
NOTICE TO Pi_JBLIC ! NOTICE TO PUBLIC # l 34 6 COMPLETEU -(7R NI-:FI)S "['O BE SIGNED
In Out #l ln-Out W2 In-0ut W3
DESIGN UFVIATION UATF.S Ih-OU"f
In-Out 114 In-Out NS In-Out #b
I / HONU Q(;ANTITIES FOR DRAINAGE ITEM CALCULA'I'E:U ~ I
I)ATE? 13ONU kt:Cl:lV11) 13UNU AN9OlfN"I' kI:C'I".IVId)
UA'll: k3OtiI) E0:I1A.~1; - 1),'1TF iiUhl) RT;i)iiC'FI) fiONI) fi;\1,;'1NCE
HC211'lI1L llate Dtcision Approved Denied Ct,ntinue(l Appealed RCC Appruved UrniCd
AppealeJ tu COurt Approvetl Denied Continuecl Final Pnoject St;ilus
STAMPED ti1YLARS TO PERNiI'T TECEINICIAN (SYL)
STAMPED 208 LOT PI.ANS "I'n SFCRFTARY (SANDY)
J c- ~r ~ fi~r►. k w ~ D~ ck__ ►~1 1~~ c ;14 0>--l Z-> iti l LIn~ L L~X_TkL I
7/
( f l1 J yi> ~,r~~ ~l L / {T~ i. \ 1 ~.`t ~~_l 1 ~~i \a'~ f ~\1 '(.-l: . ~ ' L
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SPiiiiiiiiiii 1129 -w SPr■n 1129 -97
Owrrer - LARR4' GlJ"I'HRIE, L5R PROPERTIE5 Owner - LARRTL' C:LTTHRIE, LSR PROPERTdES
Applieant - INLANI) PACIFIC ENG., iNC Applicant - INLAPd[a PAC.IFiC ENG., INC
4=24=44 2 ,f 3 LOT5 - 1.79 ACRE-S 4-24-44 ` ,r 3 LOTS - 1.79 ACRES
Hearing Date (none) Review Date 2119197 Hearing Date (none) Review Date 2f 19197
D & R Date (none) D & R Date (noja~)
44042.9123 - 44042.9123 -
W I]I:iHMAN-PVI1CAiN GERTR[?DF DR W I7lSHNiAN-MICAON GERTRUDE t]R
(DF-VF-LOPIviENT ENiCi 5ER1v'IC'E5) - SHORT PLr1T FILE- {[)EVELClP1rfE1YT ENCT SI'RVICE,S} - SN(}RT PI.AT TILE.-
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Road hiiles (Ncw)
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Plat Locacion By Title
Dfficial Sigilature I31ocScs
5urveyors Ccrtificatc r
Roa(I N1I11CS
rtona W►dciis
Adjacent Area ~
Lol 8c Block Numbcrs
RIW Dc<Iication clcsignated
1 Fool StriEas
3 R I'S oll G L4 Corncrs
7'ract X `
LoI AfC1S
13cncii Mark f
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Dcscrip(ion (To MaP)
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t/W Detiication
)rairiagc Unguagc
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108 I3on(is -$1,000.00 ca 208 I'LANS Al'f'[tOVLI)
?riv.
itc ltoacl Doc, Ys ~
:'rivalc Roicl Warning .
Zoacl t'lans
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Hemmings, Bill
From: Hemmings, Bill
Sent: Tuesday, September 01, 1998 9:09 AM
To: 'Susan Murphy, EIT'
Cc: Berto, Dave
Subject: SP-1129-97 - Drainage Language
9-1-98
Please find attached the drainage language for the above referenced plat. I am assuming you will be placing the
natural drainage draw that crosses Parcels B& C with an adequate drainage easement. Please provide a
drawing that shows the easement location and that it picks up the culvert flow from Gertrude Drive and that
adequate width is allowed for maintenance. Thanks
Short Plat 1129 -
Drainage Language
Page 1
Of~'ice of the County Engineer
Spokane County, Washington
1 September 1998
To: Inland Pacific Engineering
From: Development Engineering Services,
Bill Hemmings, P.E.
RE: SP-1129-97
Plat Dedication
Drainage eascmcnts, as platted and shown hcreon, ~tifiich axe for the purposes of installing, opcrating and
maintaining drainage ponds and drainage facilities to dispose of runoff, are herebv granted to Spokane
Countv.
Anv natural drainagc channels, creeks With intermittent or constant flow, or well-defined natural draws
periodically subject to concentrated flow of storm%tiater, shall be placed within an easement granted to
Spokane County. No buildings shall be constructed within the easement, and no fill placed writhin thc
easement ~~ithout the expressed written consent of the Spokane County Enginccr. The casement shall bc ot
sufficient width to encompass the stormwater flow w•idth and allow for emergency maintenance, but in no
case shall the easement bc less than 10 ft. in %kydth.
The property owners within this plat shall be held responsible for keeping open and maintaining the surface
path of natural or man-made drainage flow over and across their respective properties. If the property
o«ner(s) fails to maintain the surface path of natural or man-made drainage flow, or the drainage s%vale, a
notice of such failure mav be given to the propeMi o«mer(s). If not corrected within the penod indica.ted on
said notice, Spokane County has the right to corrcct the maintenance failure. or have it correcte(L at thc
expense of the property o%vner.
There mav exist properties located uphill and adjacent to this subdivision which penodicallv discharge;
stormwater runoff onto individual lots within this plat. Runoff from ncarby uphill properties should bc
expected, and dunng snovmelt periods or wet seasons the lots may bc subjected to higher amounts of
stormwater runoff that «-hat is normally observed or anticipated. Because stormwaier runoff from adjacent
properties have discharged onto this plat prior to development, stormwater runoff %Vill likely continuc to do so
after dcvelopment. It is the responsibility of the individual lot mmers to maintain existing surface; paths of
ntnoff through their respcctive lots and to grade the lots in accordance ttiith applicable rules and regulations.
so as to prevent propcrty damage.
Any building that is constructed on a lot in this plat shall be set at such an elevation so as to providc positive
drainagc awuy from any drainage entry point to the building (including but not limitcd to a window wcll, a
~%indow unprotected by a%vindow well, or a doorway). Said positive drainagc shall consist of a minimum
slope of 3% awaNlfrom the building for a distance of at least 10 feet from the building. The lots shall be
graded so that either a) all runoff is routed away from thc building, and conveyed ovcr the lot to a natural
drainage swale or approvui drainage facility, or b) drainage intcrcepted on the lot is disposcd of on the lot in
r
an approvcd drainage facilitN~. Thc approved drainage facility shall bc constructed in arcordanc~ ti~-ith an}
applicable accc;pted plans on filc at the County Engineer's Office. Any revisions to the accepted drainage
plans must be accepted by thc County Engineer's Office prior to construction of said revisions.
Spokane County docs not accept the responsibility of maintaining the drainage course on private lots or
floodplain areas w7thin pnvate lots, nor the responsibility for any damagc whatsoever, including, but not
limitcd to, inverse condemnation to anv properties due to deficient construction and/or maintenance of
drainage courses in drainage casements on private property.
The property o,,vncrs within this plat shall maintain all water quality sNti-ales (`'208" swales) and draina.ge
ditches situated on thcir respective properties, and any portion of a`208' swale situated in a public or private
right-of-wav adjacent to their respective propertics, Nvith a permanent ground cover as spccificd in the
currentlN,approved and accepted plans on filc at Spokane County's Engineer's Office. No structures.
including fences, shall be constructed directly over or w7thin a`208'swale without the expressed wT-itten
consent of the Spokane County Engineer. Spokane County does not accept the responsibility to inspect
and/or maintain the drainage easements or drainage s%vales, nor does Spokane County accept any liability for
anv failure bv the lot o«mer(s) to properlv maintain such arcas.
M E M 0 R A N D U M
DATE: August 5, 1998
TO: Louis VVebster, Division of Building and Planning
FROM: Brenda Sims and Katherine Miller, Storm~vater Utility
RE: Final Short Plat SP-1129-97
cc: rILE
Sheet 2 indicates two (2) tract B's. Please fix prior to submitting mylars.
The drainage easement shown needs to accommodate maintenance access according to the
Guidelines for Stormwater Management. We recommend the drainage easement width be
accepted by the Engineers Department prior to final approval.
The dedication language also states the drainage easement will be granted to the public. It is
our understanding that the easement will be maintained by the property owners-which needs
to also be stated in the dedication language.
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(
C WN00tiVS+TEh1P'',sz)112957b.aoc
•
TRANSNATION TITLE INSiJWNCE COMPANY
NORrx 72 0 A►RoouxE
Spoltu+tS , WASxnaGTOH 99212
Prepared for :
Order Na. : M*1-216989
~Y GU =g Charge: $125.00
LSR PAOPSRT=M9 TaX: $10,13
S. 13419 32ND Tatal: $135.13
SPOlV1,idE, WA 99216 cc : Inland Paci f ic Engineeri.ng
PLAT CBR''PIFI CATE
Certificate for filing Plat of :
SHORT PLAT N0. 1129-97
zn the matter of the subdivision tn be submitte8 to Spokane County for
approval, this cotapa.ny has exatained the records of Spokane County Audi tor' s
and Clerk' s off iCee, :and the records of the Clcrk of the Un3,ted State$
District Court holdin4 terms in said county. 7'hia certificate is made for
the purpoee herein specified, and ia not to be used ae s basis for closing
any transaction. Liability ie 1imited to the amount, if any, paid for this
certificate. From euch exacninatifan, the company hereby cortifiee the title
to the fallowing described land, in said spokane County, ta-wit:
That portion of Gvvernment Lot 9 of Section 4, Township 24 Narth,
Range 44 East. W.M., dc9cribed as fallaws:
BEGINNING at the Northeaat corner of GL3THRI$ FAMILY TRACTS a9 per
plat thereof reCOrded in Volume ZO of Plats, Fags 86; thenCe Ncrth
88038 157" Weat, along tha North line of 6aid GUTHRIE FAMILY TR,ACTS
a distance of 341.98 feet to the Easterly beundary li.ne of vALLEY
y=$TA ESTATFS ae recorded in volume 17 of Plate, Page 66;- thenee
North 23046' 320 west, along gaid Easterly boundary line, a distance
of 220.90 feet; thence South 88°38'57" East, parnllel with the
Northerly boundary of sgid GUTHRIE FAMILY TR.ACTS, a riistance of
435.78 feet; thence South 01921103M west, a dista►nce of 200.00 fect
to the Point of Beginning;
situate in the Caunty of 3pc}~ane, sta~o-o f-~a ingtoa.
VESTED IN : LSR PROPERTZES, a wa6h on Genaral Partrtere
Page 1 of 2
.~ze •d -blol
order No. MW-218989
EXCEPTI4NS:
1. Taxes and assesamente, if any, no search having been made thereof, as
to Ptn. Parcel No. 44042.9123.
Parcel Nos, are provided from the latest Asseasor's Maps available to
the Company. Said parcel numbers are not a matter of the publie recoxd
therefor, the Company makes no assurance as ta validity or accuracy
relating thereto.
2. AGRBEMNT AND THE 3'ERMS AND CONDITIONS THEREOF:
RECORDED: May 31, 1973
RECOR.DING NO.: 224577
REGARDINGs To provide rights of way tor water and
electric facilities
AFFECTS: This and other property
3. Real Property Covenant and Agreement impoeed by instrument recorded on
July 24, 1991, under Recording No. 9107240192. (Affects this and other
property)
4. EASEMENT AND THE TERMS AND CONDITIONS THEREOF:
GR.ANTE8: Spokane County
PURPOSE: Inspection and emcrgency n+aintenance of
drainage facilities
AtEA AFFECTED: This and other property
RECORDED: October 15, 1992
RECORDING N4.: 9210150675~
5. Covenants, conditions and z'e6trictione imposed by instrument reCOrded on
Oetober 23, 1992, under Recording No. 9210230244, including but not
limited to rights or benefits which may be disclosed affecting land
outside the baundary described in Sehedule A. (Affects thie and other
praperty)
$ND OF EJCCBPTIONS
DATED AS OF June 24, 1998 at 8:00 a.m. _
TRANSNATION TITLE INSUR.ANCE COMPANY
BY ) -'L40 ~W
For service on this order call:
(509) 922-2222 (FAX) 926-1519
Maureen wild, Title Officer
6C
Page 2 of 2
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I FROM AIVGI_E D I ST NORTH EAST TO
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I SP1 129 PLAT BOUNDRY 7-1 G-98 D. PC RTO
AUTO INVERSE
START 1000. 00000 10@0. 00000 1
1 INV IV 23 46 32.0 W 220.9000 i`02. 152E0 910. 94308 2
2 I NV S 68 38 57.0 E 435. 7900 1191. 87939 1346. E0197 3
~ 3 INV S 121 03.0 W 200. 0000 991. 93498 1341.88711 4
4 I NV N 68 38 57.0 W 341. 9800 999. 99E92 1@00. 00215 5
LAT & DEF' 0.00308 --0. 0Qt` 1 5
5 HCLOSE N 34 54 56.9 W 0.0038 1000. 00000 1000. 00000 1
F'REC = 1 TO 316769 prea = 77776.08 sq ft 1.78549 ac
FROM ANGLE DIST NORTH EAST TO
TRACT A AREA
AUTO INVERSE
START 1000. 00000 1000.00000 1
1 I IVV IV 23 46 32.0 W 220. 9000 1202.15260 91 0. 94308 2
INV S 88 38 57.0 E 188.7800 1197. 70225 1099. 67062 6
"1
b I NV S 12103. 0 W `00. 0000 997. 75783 1094. 95576 7
7 I NV N 88 38 57.0 W 94.9800 999. 99E►92 1000.00215 g
LAT & DEP 0.00308 --0. 00215
8 HCLOSE N 34 54 56.9 W 0.0038 1000. 00000 1000. 00000 1
F'REC = 1 TO 187396 Area =28376.08 sq ft 0.65143 ac
FROM ANGLE DIST NORTH EAST TO
TRACT B AREA
AUTO INVERSE
START 997.75783 1094.95576 7
7 i IVV N 121 03.0 E 200. 00tZt0 1 197. 702125 1099.67062 6
b I NV S 88 38 57.0 E 1oel. 000Qt 1195.34482 1 199. 64283 9
9 INV S 121 03.0 W 200. 0000 995. 40040 1 194. 92796 10
10 INV N 88 38 57.0 W 100. 0000 997.75783 1094. 95576 11
997. 75783 1094.95576 7
NO CLOSl1RE ERROR Area =2aO00. 00 sq ft 0.45914 ac
FRQM ANGLE DIST NORTH ERST TD
TRACT H AREA
AUTO INVERSE
START 995.40040 1194.92796 10
10 I NV hl 121 03.0 E 200. 0000 1195. 3448` 1 199. 64283 9
9 INV S 89 38 57.0 E 147.0000 1191.87939 1346.60197 3
3 I NV S 121 03.0 W 200. 0000 991. 93498 1341. 8871 1 4
4 INV N 88 38 57.0 W 147.0000 995. 4004LA 1194.92796 12
995. 40040 1 194. 92796 10
NO CLOSURE ERROR Ar,ea =29400. 00 sq ft 0.67493 ac
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S P U K A N F 4 t, C O L) N T Y
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OFFICE OF TEIE COUNTY ENGINF.ER • A DIVISIDN OF TliE PUBLIC WORKS DEFARTMENI'
Ronald C. Fiormann, P.E., Coianty Engineer Dennis M. Scott, P.E., Director
AGREEMENT TO PAY FEES
ENGINEER' S AGREEMENT NUMBER S P 112 9- 9 7
,
This agreement between Spokane County and L SR P r e rt i eq,
(name or Person
wliose interest in the project is Owner ,
(i.e. owncr, agent, etc.)
is entered into this '%,-j~ day of -SQ L- , 19 This agreernent is applicable to the project
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known as: SP-1129-97 .
tprojcct aaaress or tuename ac nu nwnoer)
That the individuals and parties named lierein as liaving an interest iri the above described property or project
agree to the following:
1. Reimburse Spokane County for project review and inspection fees as specified in Chapter
9.14 of the Spokane County Code. The fees will be based on actuat salary costs incurred
by Spokane County for project reviews and / or inspections plus a ten percent
administrative cliarge, and will be billed monthly as accrued. Any billing amounts due,
including any expenses incurred in ttie coilection of an overclue account, rnust be paid
prior to the County's acceptance of the project for filing. If a project is approved and/or
filed witti a balance still owing, the unpaid balance shall be paid witliiri 30 days of tlle
invoice date.
2. The undersigned agrees that these fees are due and payabte upon receipt of the billing as
specified above.
3. Any iiivoices not paid witllin 30 days of the invoice date will be considered delinyuent.
If any outstanding balance on the accouiit for this project is not paid wittiin 30 days of
the invoice date, no furtlier reviews of the project documeiits will be conducted until the
entire account balance is paid. Any balance on the account for ihis project not paid
within 65 days of ttie invoice date may result in legal action or the initiation of other
collection procedures, including referral to a collection agency. The Sponsor will be
liable for any and all expenses incurred by the County for the collection of overdue
accounts.
4. The monthly biiliiig should be sent to the attention of:
NAME: Larrv Guthri e.°! I SR PrnnPrti Ac
ADDRESS: 13419 East 32nd ,
CITY, STATE: Spokane, WA
ZIP CODE: 99216
PHONE 022-6121 ,
I understand that failure to pay these fees may result in delay in completion or approval of the project or otiier
possible sanctions.
❑ If this fee agreement is completed by someone otlier than the Sponsor (i.e., the project
owner or a principal in the firm sponsoring the project), sucll as the Engineer designing
the project, tlien written authorization from the Sponsor speciCcally authorizing the
Agent to execute tliis Fee Agreeuieirt is attached to this F reement.
SIGNATURE By:
v
L41(' r.~. (7 r
(PRINT N*ME) ~
RETURN YEI.I,UW COPY TO SPOKANE COUNTY ENGINEERS,
k1p1t1agreemen.fee 2/1/95
1026 W. Broadway Ave. • Spokane, WA 992GU-0170 •(509) 956-3600 F-11X: (509) 324-34'78 "1'I)[): (549) 324-31G6
N U &1 B E R
DA7E Plvlq4K RECEIPT qg,5_a Al
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Z DOLLARS $ ~~vv
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~ AMOUNT I I'l /I !
~ CHECK
0 PAID
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3 c wdsonjonss ,9ev ()RDER f3Y
2047 '
LSR PROPERTIES - - - ~ . -
(425) 746-9472 ~ • ~ 4'r'y' _ _ _ - , ,•-r' ` ~ ~ i
, 4529 • 152ND LN., SE.
BELLEVIJE, WA 98006 19-10 74 'i
- ~ d
DATE ,Z5D
PAY ~ ~ a ,
ORDER OF ~y ~ ~ _ , •f „ C.~ ct rY
- r"~JTJ DOLLARS
i U.S. B A N K
BELIEVLE M4.N Bf-iANCH '
1 OBCO NE BT" F7EET P.O. BOX 986 - -
9ELLEVUE. WnE:HiNGTQN 98009
U S HA K USr+INGTON. NATfOypL ASSO IATION r
i FOR n~
ii'00 20 4?ii' 1: L 2 5000 LO 5I: 0 7 4 7 099 1 5~~' '
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PdGE 17 ~
92101506975 EASEMENT
The Grantor(s), LSR Properties, a Washington General Partnership in the County of Spokane, State of Washington,
for and in consideratlon of Mutual Benefits, and the receipt of which is hereby acknowiedged, grants to Spokane
County an EASEMENT over, under, and across the foilowing described real property situated in the County of
Spokane, and the State of Washington.
TO-WIT:
A strip of land ten feet (10) wide, lying five feet (5) on each side of the following described centerline, and
located in Government Lot 9 of Section 4, Township 24 North, Range 44 East, W.M., Spokane County,
Washingion:
Commencing at the southeast corner of Lot 6, Block i, of Valley Vista Estates, according to the plat recorded
in Book 17 at Page 66; thence S88°38'S7'E, along the easterly extension of the north line of Gertrude Drive
as shown on said plat, 230.00 feet to the PO1NT OF BEGINNING of this center{ine description; thence
N01 °21'03'E, 15.00 feet; thence N35°57'23'W, 71.51 feet; thence N31 °07'S6'W, 122.63 feet; thence
N08057'224E. 92.72 feet; thence N54°53'39'W, 62.45 feet; thence N37°03'37"W, 75.29 feet, more or less, to
the end of this centerline description, being a point on the south line of Lot 3, Block 1, of said plat of Valley
Vista Estates; from which the southwest comer of said Lot 3 bears S47°09'45'W, 48.16 feet.
The grantor will construct the drainage facilities in conformance with the approved plans on file in the County
Engineers Office.
This EASEMENT grants to Spokane County and its authorized agents the right of ingress and egress to, over, and
from said EASEMENT for the purpose of inspection and emergency maintenance of drainage facilities.
Whenever the PONDEROSA HOMEOWNERS' ASSOCIATION fails to maintain the stormwater drainage construction
and improvements in reasonable conformance with the approved drainage plan, a notice wifl be given to the
PONDEROSA HOMEOWNERS' ASSOCIATION by the County. 1f not corrected after 10 days, the County has the
right to correct the maintenance failure or have it corrected. All costs involved will be charged to the PONDEROSA
HOMEOWNERS' ASSOCIATiON.
Spokane County does not accept the responsibility of maintaining the drainage course on private lots within
drainage easements or floodplain areas, nor the responsibility for any drainage, whatsoever, including but not limited
to inverse condemnation to any properties due to deficient construction andlor maintenance of drainage courses in
drainage easements on private property.
1N WITNESS WHEREOF, 1 have hereto set my hand, K. ~~~ise jax Lxwrp+
!cane Ccs►hity Trsag,
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LSR Properties
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L. uthri
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Richard T.,Guthrie, husband Myrl uthrie, e -
ACKNOWLEDGEMENT
STATE 4F WASNINGTON )
COUNTY OF SPOKAN ~ )ss
On this - day of 1992, before me personally
appeared Larry L. Guthrie, and Richard T. Guthrie and Myrle Guthrie, husband and wife, to me known to be the
partners and the(r respective spouses of LSR Properties, the Washington General Partnership that executed the
within and foregoing instrument, and acknowledged said fnstrument to be the free and voluntary act and deed of
said partners for the uses and purposes therein mentioned and stated on oath that they were authorized to execute
said instrUnient.
bove written.
IN W E , VJHER F, I ve here to set my hand and affixed my seal the day and year first A
Notary Public in and for tf t# of Washington, residing in Spokane
My commisslun expire i.P 1ss3
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' Page 1 of 1
OFFICE OF THE COUNTY ENGINEER
SPOKANE COUNTY, WASHINGTON
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TO: BILLIE J. SPARLING
FROM: DAVE BERTO
DATE: July 16, 1998
SUBJECT.
'--he Border Easemenz as snown nereon are .7crcLy gra1_1tea t-l:
Spokane County and its authorized agents, and to tre public foL
road purposes, including but not limited to curbs, sidewalks,
drainage, signage, and other usage deemed necessary by the
Spokane County Engineer for the safety and welfare of the Public.
No fence or portion thereof will be constructed within said
easement without permission of the Spokane County Eng_neer, nor
will any objects be placed in said easement that would obstruct
the sight distance necessary for safe and efficient vehicular
-novement. Any other easements granted or dedicated within this
Border Easement area will be subordinate to the rights created by
this easement and are subject to Spokane County Engineers permit
process nrior tc usage.
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+ RECEIVED/
BFFORE MAY ~ Q THE SPOKANE COUNI'Y DIVISION OF BUILDING AND PLANN 19~
KUE CpU . ENG1NEEp
1N THE MATTER OF SHORT ) FINDINGS OF FACT,
PLAT SP-1129-97 ) CONCLUSIONS AND
DECISION
THIS MATTER, an application for short subdivision from Larry Guthrie of LSR Properties has been
received and was decided upon, pursuant to Spokane County Subdivision regulations, on the 15th day of
May, 1998.
FINDINGS OF FACT AND CONCLUSIONS
l. The individual signing below has further been properly delegated the responsibility for rendering
the decision by the Director of Spokane County Division of Buildin, and Planning.
2. "I'he proposal is to divide approximately 1.79 acres into 3 residential tracts.
3. "I'lie proposal is located north of the intersection of Gertrude Drive and Pierce Road, in the NW'/4
of Section 4, Township 24 North, Range 44 E.W.M., Spokane County, Wasiiington.
4. 1'he existing zoning of the property described in the application is Urban Residential-3.5 (UR-3.5),
Nvhich was established in 1991. Pursuant to Section 58.17.195 of the Revised Code of Washington
(RCW), this proposal conforms to the requirements of the existing UR-3.5 zone.
5. The subject property is located outside Spokane County's Interim Urban GroNvth Area (IUGA),
«-hich was adopted on April 8, 1997, by the Spokane County Board of County Commissioners. In
addition, this proposal does not comply with the Interim Development Regulations, which
prohibits any residential densities greater than one (1) dwelling unit per five (5) acres. However,
tflis proposal was submitted by the applicant and accepted by the Division of Building and
Planning on January 17, 1997, prior to the adoption of the IUGA boundaries and Interim
Development Regulations.
6. The Spokane County Comprehensive Plan designates this area as Urban. The development and
uses, as proposed and conditioned are in accord witll the Urban Category. This proposal is also
compatible with the surrounding uses, which are primarily single family residences.
7. The Spokane County Arterial Road Plan identifies Gertrude Urive as a Local Access Road with a
future right-of-way width of 60 feet. The existing right-of-way width is 50 feet. In order to
implement the Arterial Road Plan, a 5-foot wide strip of the subject property along the frontage of
Gertrude Drive is to be set aside as a Future Acquisition Area. Therefore, as conditioned, the
proposal conforms to the Arterial Road Plan.
8. The proposed site is located within the Public Transportation Benefit Area (PTBA). However,
public transit services are not available to the site. Tlle nearest public transit service is
approximately 2 miles north of this proposal. 9. Tlie proposed short plat will be served by a public water system. Waste water disposal will be as
authorized by the Director of Spokane County Division of Utilities.
10. The required public notice and comment period was provided for this proposal. In addition those
agencies having a potential interest in tlle proposal ~vere notifed aild comments solicited. VVritten
comments were received from adjoining property oNvners who are concerned about additional
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acccss alona the existing public roads, water for tire protection, the size of the tracts and the
quality of new development in the area.
1 1. In respoiise to the above comments, the County Engineer has conditioned this proposal to comply
with all current road standards. Spokane County Water District No.3 has indicated that a water
main extension may be required and Fire District No. 8 tias indicated that a fire hydrant may be
reqLiired. The intent and purpose of the Urban Category, which t}iis proposal is located, is to
provide the opportunity for development of a"citylike" environment. "This proposal exceeds the
in inimum lot size of 10,000 sq. ft. required in thc UR-3.5 zone Moreover, any uses proposed must
comply with the existing zoning and meet all current development standards and regulations.
12. Recognizing tlle recommended conditions and Spokane County development standards, the
proposed short plat makcs appropriate provisions for the public health, safety and general welfare
and ttiat the public use and interest will be served by platting the subdivision. The subdivision
proposal is generally consistent with RCW 58.17 and the County subdivision regulations,
promoting the public health, safety and general wcifare in accordance with standards established
by the State and Spokane County. The Courity Division of Building and Planning has considered
the provision of adequate public facilities as cited in RCW 58.17.110(2). More specifically:
a. open spaces f. sanitary waste disposal
b. drainage ways g. parks and recreation facilities
c. public and/or private right-ot=ways h. playgrounds
d. transit i. schools and school grounds
e. potable water j. sidgwalks
13. Pursuant to the Washington Administrative Code (WAC) 197-11-800 (6) (a), this proposed short
plat is exempt from the State Environmental Policy Act (SEPA)+environmental review.
DECISION
Based iipon tfle above-noted Findings of Fact and Conclusions, Short Plat flpplication SP-1129-97 is
hereby APPROVED for five (5) years, specifically to June 1, 2003, and subject to conditions noted
belo-vv. This decision is final unless appealed in writing, consistent with adopted appeal procedures.
CONDITIONS OF APPROVAL
All the below conditions imposed shall be binding on the "Applicant," which term shal) include the
owner or owners of the property, heirs, assigns and successors.
SPOKAiNE COUNTY DIVISIOIV' OF BUILDING AND PLANNING
1. The proposal shail comply with the Urban Residential-3.5 (UR-3.5) zone and other applicable
Zoning Code chapters, as amended.
2. The tinal short plat shall bc designed substantially in conformance with the preliminary plat of
record. No increase of density or number of tracts sliall occur without a change of condition
application submittal and approval.
3. The preliminary short plat is given conditional approval for five (S) years, specifically to June 1,
2003. The applicant may submit an extension of time application at least thirty (30) days prior to
the above expiration date. Application(s) fol• exteiision of time shall be processed under the
provisions of Chapter 12.100.118 (Extension of Tirne) of the Spokane County Subdivision
Ordinance. If the applicant coillplies with the criteria of Chapter 12.100.118, the preliminary
Findin-s and Decision SP-1 129-97 2
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approval and conditions will be changed to reflect the adopted policy and development regulations
at the time of the extension application.
4. Prior to recording the fina) short plat, the applicant shall submit to the County Division of Building
and Planning Director/designee for review any proposed final short plats to ensure compliance
with these Findings and Conditions of Approval.
5. A survey is required of the subject property prior to recording the final short plat.
6. Appropriate road name(s) and street address for each tract shall be indicated on the final short plat I
map.
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7. Appropriate utility easements shall be indicated on the final short plat map. Written approval of ~
utility easements by utility companies must be received prior to recording the final short plat. '
8. The final short plat map shall indicate by a dashed line the required setbacks from all private or
public roads.
9. The final short plat dedication shall contain the following statement: "Side yard and rear yard
setbacks shall be determined at the time building permits are requested unless these setbacks are
specifically drafted on this short plat. The setbacks indicated on this plat may be varied from if
proper zoning or variance approvals are obtained."
10. Prior to recording the final short plat, the applicant shall provide four (4) current Certificates of
Title to the Division of Building and Planning.
11. Ttie applicant shall contact the County Division of Buiiding and Planning at the earliest possible
stage in order to be informed of code requirements administered/enforced as authorized by the '
State Building Code Act. Design/development concerns include: addressing, fire apparatus access ,
roads, fire hydrant/flow, approved water systems, building accessibility, construction type,
occupancy classification, exiting, exterior wall protection, and energy code regulations. ,
12. The Spokane County Division of Building and Planning shall prepare and record with the County ,I
Auditor a Title Notice specifying a future land acquisition area for road right-of-way and utilities.
The Title Notice shall state the following:
a. A strip of property 5 feet in width from the existing right-of-way is reserved for future i
acquisition area for additional road right-of-way width along Gertrude Drive.
b. Future building and other setbacks required by the Spokane County Zoning Code shall be
measured from the reserved future acquisition area.
c. No required landscaping, parking, '208' areas, drainfield or allowed signs shouid be located
within the future acquisition area for road right-of-tivay and utilities. If any of the above
improvements are made within this area, they shall be relocated at the applicant's expense
wiieii roadway improvements are made.
d. Tlie future acquisition area, until acquired, shall be private property and may be used as
allowed in the zone, except that any improvements (such as landscaping, parking, surface
drainage, drainfield, signs or others) shall be considered interim uses.
e. The property owner shall be responsible for relocating such "interim" improvements at the
time Spokane County makes roadway improvements after acquiring said future acquisitiori
area.
SPOKANE COUNTY DIVISION OF ENGINEERING AND ROADS ~
1. The conditional approval of the short plat by the County Engineer is given subject to approval of '
tlie road systern as indicated in the Preliminary Plat of Record.
I
Findings and Decision SP-1129-97 3
~
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2. The drainage plans and design calculations showing the alignment of drainage facilities be
submitted to the County Engineer for acceptance prior to construction and/or the recording of the
final plat. Drainage plans to be prepared under the direction of a licensed professional Civil
Engineer.
3. No construction work is to be performed within the existing or proposed public right-of-way until a
permit has been issued by the County Engineer. All work is subject to inspection and approval by
the County Engineer.
4. The applicant shal I make application to cross the one (1) foot strip located at the edge of the
Gertrude Drive right-of-way.
5. The applicant should be advised that individual driveway access permits are required prior to
issuance of a building permit for driveway approaches to the County road system.
6. 'rhe proposed plat shall be improved to the standards set forth in Spokane County Board of
Commissioners Resolution No. 95-0498, as amended, wllicli establishes regulations for roads,
approaches, drainage and fees in new construction.
7. The applicant shall grant applicable border easements adjacent to Spokane County right-of-way,
per Spokane County Standards.
SPOKANE COUNTY DIVISION OF UTILITIES
1. Pursuant to the Board of County Commissioners Resolution No. 80-0418, the use of on-site sewer
disposal systems is hereby authorized. This authorization is conditioned in compliance with all
rules and regulations of the Spokane Regional Health District and is f.Vrther conditioned and
subject to specific application approval and issuance of permits by the Health District.
2. The dedicatory language on the final short plat shall state:
"The owner(s) or successor(s) in interest agree to autliorize the County to place their
name(s) on a petition for the formation of ULID by petition method pursuant to RCW
36.94, which petition includes the owner(s)' property; and further not to object by the
signing 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) from objecting to any
assessment(s) on the property as a result of improvements called for in conjunction with
the formation of a ULID by either petition or resolution under RCW Chapter 36.94."
3. The dedicatory language on the final short plat shall state: "Each new unit shall be double-
plumbed for connection to future area-wide collection systems."
4. Any water service for this project shall be provided in accordance with the Coordinated Water
System Plan for Spokane County, as amended.
SPOKANE REGIONAL HEALTH DISTRICT
l. Sewage disposal method shall be as authorized by the Director of the Spokane County Division of
Utilities.
2. Water service shall be coordinated through the Spokane County Division of Utilities.
3. Water service shall be by an existing public water supply when approved by the Regional Engineer
(Spokane), State Department of Health.
Findin-s and Decision SP- l 129-97 4
~
~
4. Prior to recording tfle final short plat, the applicant shal) demonstrate to tlle satisfaction of the
Spokane Regional Hcalth District that an adeqtjate and potable water supply is available to each
tract of the plat.
5. Yrior to recording the final short plat, the applicant shall present evidence that the plat lies within
the recorded service area of the water system proposed to serve the plat.
6. Prior to recording the final short plat, the applicant shall demonstrate to the satisfaction of the
Spokane Regional Health District that suitable sites for on-site sewage disposal systems are
available on Tracts A and B.
7. Subject to specific application approval and issuance of permits by the Health Officer, the use of
individual on-site sewage disposal systems may be authorized.
8. The final sliort plat shall contain the following statement: "Subjcct to specific application approval
and isstiance of permits by the Health Officer, the use of individual on-site sewage systems may be
authorized."
9. T'he fiiia1 short plat dedication shall contain the following statement: "Use of private wells and
water systems is prohibited."
10. I'he final short plat dedication shall contain the following statement: "The public water system,
pursLiant to the Water Plan approved by County and State health authorities, the local fire district,
. County Division of Building and Planning, and water purveyor, shall be installed within this short
plat, and the applicant shall provide for individual domestic water service as well as fire protection
to each tract prior to sale of each tract and prior to issuance of a building permit for each tract."
APPROVED THIS 15t>> DAY OF MAY, 1998.
~
J!TODD '
Planner
Under Statc Law and County Ordinance, you have the riglit to appeal this decision to the Spokane
County Hearing Examiner. If you desire to file an appeal, you mt,st submit the appropriate Appeal
Application together with the required Fee, payable to the Spokane County Division of Building and
Planning, within fourteen (14) calendar days after the decision is issued. Upon receipt of a cocnplete
appeal application, a public hearing will be scheduled.
If }'ou have any questions, please call ihe Division of Building and Plarining at 456-3675.
c: Spokane County Division of Engineering and Roads
Spokane County Division of Utifities
Spokane Regional Health District
Spokane County Fire District No. 8
Ceiitral Valley School District
Spokane County Water District No. 3
LSR Properties, c/o Larry Guthrie
Irlland Pacific Engineering Co., lnc., c/o B.J. Sparling & Richard Mason
Susan M. Nlihalic
Gabriel & Donna Medina
Thomas & Lori Haydon
Findings and Decision SP-1129-97 5
'
OFFICE UF T'HE SPOKANE COtJNTY ENGINEER
1026 W Broad«-ay Ave, Spokane, WA 99260-0170 (509)456-3600 Fax 324-3478
"ENGINEER'S CONDITIONS OF aPPROVAI," SIIORT PLATS
TU: 5pokane County Plannin~ Departm7C
FROM: Division of En~inccring & Roads ~
DATE: Ma-vp 7, 1998 '
PROJECT: UR-3.5
FII.E SP-1129-97 i
Hcaring Dat~: -
Review Datc: 02/ 19/97
Sponsor/Applicant: INLAND PACIFIC ENGINEERING
Section Township Range: 04-24-44
Planner: JOHN PEDERSON
DesigrvReview Date: ( a; )
The Spokane County Engineering Dcpartment has reviewcd the above refercnced application. Thc following
"Conditions of Approval" are submittcd to the Spokane County Planning Department for lI1CIL1SI0I1 in the
"Fi»dings of Fact, Conclusions and Order/Decision" should the request be approved.
1. That conditional approval of the plat by the County Engineer is given
subject to approval of the road system as indicated in the preliminary
plat of record.
That drainage plans and design calculations showing the alignment of
drainage fac=lities be submitted to the County Engineer for acceptance
crior to constructi-on and/or the filing of the final plat. Drainage
plans to be prepareu under the direction of a licens?d Professional
Civil Engineer.
No construction work is to be pertormeci within ttie e~~istir:y ~)r pruposc~;
Public right-of-way until a permit has been issued by the County
Engineer. All work is subject to inspection and approval by the County
Engineer.
4. `I'he applicant shali make applicat" on to cross tt-ie 1 foot strip located
at the edge of the Gertrude Drive right of way.
T'ne applicant should be aavised that ir.a'ividuai driveway acccss permi ~s
are required prior to issuance of a building permi-: for driveway
approaches to the County road system.
CC. ApP11CaIIC I."vL-1'PJG` PiiCii''.:`.
Er.gir.eer/5•srveyor PATRICri J ~~~,,-RE
\
a
Page 2
C2/19/97
SP-1129-97
6. The proposed plat shall be improved to the standards set forth in
Spokane County Board of Commissioners Resolution No. 95-0498, as
amended, which establishes regulations for roads, approaches, drainage
and fees in ne« construction.
7. The applicant shall grant applicable border easements adjacent to
Spokar.e County Right of ti^Jay per Spokane County Standards.
e ~
Hemmings, Bill
From: Hemmings, Bill
Sent: Thursday, April 23, 1998 2:49 PM
To: Todd, John
Cc: Engelhard, Scott; Pederson, John; Harper, Pat; Kimball, Sandy; Busko, Doug; Miller, Katherine
Subject: SP-1128 & SP-1129 - Concept Drainage Plans
4-22-98
I received the abov+e referenced concept drainage plans on April 20, 1998.
I accept the plans as presented in concept form only.
I consider this application to be technically complete.
I recommend using the standard drainage condition.
Page 1
+
INLAND PACIFIC ENGINEERING, INC.
Apnl 17, 1998 . ~
;
~ 7,99
Spokane County Public Works Department SI°8
West 1026 Broadway Avenue ~r Fy~,'~EER
Spokane, Washington 99260 2 z Q~
~
Attention: Mr. Bill Hemmings ~
Re: Larry Guthrie's proposed 3 lot Short Plat No. SP-1129-97
Larry Guthrie's proposed 2 lot Short Plat No. SP-1128-97
Dear Bill,
As a result of your suggestion, we are proposing a"supplemental drainage
plan" which would handle runoff frorn the impervious surfaces of the
proposed new homes similar to the method used by the Liberty Lake Sewer
District for homes constructed inside the lake watershed. For the referenced
projects, we propose to store the entire 24-hour runoff from a l 0-year
recurrence storm event (2.1 inches of precipitation) in grass percolation
swales on each lot. A typical home "footprint" in these projects is likely to
have the following impervious areas:
HOME COMPONENT TYPICAL AREA
driveway 740 sq. ft.
garage 600 sq. ft.
entry/sidewalk 200 sq. ft.
main floor living 2000 sq. ft.
deck/patio 400 sa. ft.
TOTAL 3940 sq. ft. say 4,000 sq. ft.
For 2.1 inches of precipitation, 700 cubic feet of storage is required. At a
ponding depth of 6 inches, a grass percolation area of 1,400 sq. ft. is required.
The ponding configuration could consist of four ponds of 350 sq. ft. each
(18.7 ft. X 18.7 ft. or 10 ft. X 35 ft) placed strategically around the home so
that ninoff from the impervious surfaces could be intercepted and not allowed
to run off the lot. Since we are not actually in the Liberty Lake Sewer
District, tlie percolation ponds could be designed to have a storage depth of
12 inches and cut the required ponding area to 700 sq. ft. In this latter case,
;'ll' bVCst 'th . Suit~ 200 2020 l akewu(xi f)rive • tiuitt• 2O5
tiEokanE:, VVA 99204 Coeur d'Alene, IU 83814
509-458-08•30 • fAX: 509-458-6844 208-765-7784 • FAX: 208-769-7277
r 1
the ponding configuration could consist of four ponds of 175 sq. ft. each (13.2
ft. X 13.2 ft. or 10 ft. X 17.5 ft.). According to the Spokane County Soils
Survey, soils at the project sites in question are in the Spokane Rocky
Complex series with estimated percolation rates of 0.8 to 2.5 inches per hour
allowing any of the ponding depths suggested to completely drain in a 72
hour period. The lot sizes range from 20,000 sq. ft. to 46,000 sq. ft. with
building site slopes of 8% to 15%, allowing enough room to realistically
construct the suggested on-site drainage facilities. Use of the suggested
facilities will result in no increased stormwater runoff volume or runoff rate
so that the approval and construction of the referenced projects would have
no adverse impact on existing stormwater facilities.
We understand that if the referenced proj ects are approved that we could implement the storm drainage system outlined above; or we could continue to
upgrade to County standards a certain existing stormwater channel which
serves the projects, and allow the runoff from the developed projects to be
intercepted by the channel. Hopefully, submittal of this "supplemental
drainage plan" will allow both these applications to be declared technically
complete so that we can proceed with the application and approval process.
We appreciate your cooperation.
Respectfully,
Richard Mason, P.E.
'~I
~
I ~ • , ~
RECLIVED
INLAND PACIFIC ENGINEERING, INC.
S EP z y 1997
September 23, 1997 SPOKMECWHn'EtJCINEEA
(IPE 496255 & #96254) RE~ rr-~
Sr
.
SPOKA;tiL i . ::~`c~:;~c~R
Spokane County Public Works Department
1026 W. Broadway Avenue
Spokane, WA 99260
AtteIltlOI1: Mr. Bill Hemmings
Re: Larry Guthrie's proposed 3 lot Short Plat No. SP-1129-97
Larry Guthrie's proposed 2 lot Short Plat No. SP-1128-97
Dear Bill:
In response to your July 24, 1997, memo and our recent telephone
.
conversation, Larry Guthrie (the sponsor) and I have inspected the erosion
problems downstream from the proposed short plats and agree that there is a
100 foot to 150 foot long section of the existing dedicated drainage
easement which is in need of lining repair. Mr. Guthrie agrees that as part
of the finalization of the referenced short plats, he will repair the damaged
or inadequate drainage course lining.
Should the home owners adjacent to the drainage course be uncooperative
to the point of making repairs impossible, we understand that we wotild
have the option of developing stormwater disposal facilities upstream of the
damaged area which would result in no increase in runoff volume or rate as
a result of the proposed short plat development. We further understand that
the latter alternative would require field testing to verify the adequacy of
facilities we might propose.
L~r~ ,e~j,~,- j r Y ~9 C~
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'07 1~~r~1 7ih • 5uitV 'Ull ?lL'U Lake~ticx>d Dri%e • tiuite 20S ~
S4x&arn•, 11 A l920-1 Coieur (l'AIf~nv. If) ti M 1-1
I '1-.: -~~',.111 • E ~~iil'I -~i~i 1,~ ~ ~ '1, ',.1 • ~ Il~r-'1-' ' ' . _ ~C,~ w /Y SAv/ ~ u~~
^~o .
,Yd T YG-r
t
f- ' Given this commitment, we request that your depai-t1lient tind both
referenced applications technically complete.
Very truly yours,
INLAND PACIFIC ENGINEERING
/
,
Richard L. Mason
~
4
~ . ~
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Kimball, Sandy ,
From: Hemmings, Bill I
Sent: Thursday, April 23, 1998 2:49 PM I
To: Todd, John I
Cc: Engelhard, Scott; Pederson, John; Harper, Pat; Kimball, Sandy; Busko, Doug; Miller, Katherine
Subject: SP-1128 & SP-1129 - Concept Drainage Plans ~
/ ~4-22-98
I received the above referenced concept drainage plans on April 20, 1998.
I accept the plans as presented in concept form only.
I consider this application to be technically complete.
I recommend using the standard drainage condition.
Ew q
Page 1
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PAGE 1 11:16:53 10 FEB 1997
Road# Road Names.......... MPost. Reference Descriptio Road Log Info..........
01524 GERTRUDE DR (START) 00.000 PONDEROSA DR U 19 PAVED 50
GERTRUDE DR 00.240 PIERCE RD U 19 PAVED 50
GERTRUDE DR (END) 00.280 EAST END OF ROAD
1 Records Processed '
I
Kimball, Sandy
From: Hemmings, Bill
Sent: Thursday, July 24, 1997 11:09 AM
To: Pederson, John; Todd, John
Cc: Harper, Pat; Franz, Dean; Kimball, Sandy; Engelhard, Scott
Subject: SP-1129-97 Geo-hazard Report
Importance: High
7/24/97
I received the above referenced project application on July 8, 1997. We did not receive a concept drainage plan
as requested.
I made a field investigation of this project and found severe erosion problems down stream from this proposal.
The problem is so severe that the county's 24" culvert was completely filled with sediment. I turned in a request
for maintenance to clean the culvert. The erosion problem is still there and any developed volumes greater that
the existing condition should not be allowed to flow down through this drainage.
A concept drainage plan is needed that will show how the developed stormwater volume will be disposed of since
it should not be allowed to contribute to the critical erosion problem down stream. The concept drainage plan
should also address the water quality issue of discharging stormwater to a wetland and should include any
mitigation for on site erosion.
This proposal continues to be technically incomplete.
A recommendation on drainage conditions will be made following the submission and review of the
concept drainage plan.
VCll s~i«~qa
I
Page 1
10 f ~
RECEIdEp
NOTICE Or APPLICATION 19,
~
The below Review Authority is providing you with this NOT'ICE OF APPLICATiON to allow you to
camment on the below descrihed proposal. You have fourteen (14) calendar days from the "date
issued" (See bottom of page) to provide your written comments to the Review Authoritv address
(see bottom ofpage). You comrnents must be in our office no later than 4 p.m. on the tenth day.
The below File may be examined behveen 8 a.m. and 4 p.m. tilonday through Friday (except
holidays) in the Planning Section on the 1" floor of the I'ublic Works Building, 1026 V4'. f3madwav
Ave., Spokane, Wasnington. Ifyou have questions you m<y call the Review Authority PLAtiNER ai
the phone number listed at the bottom of ihis page.
Note: Please reference the below F1LC NUtiinER in all your corilrrIunications.
FILE NUMI3ER: SP-1129-97
TYPE APPLICATION: Preliminary Shcyrt Pla[
LEGAL OwNER: I.arry Guthrie
I.SR Properties
13419 E. 32"`' St.
Spokanc, WA 99216
OWNER'S DESIGNATED Inland Pacific Engin--ering Co., Inc.
CONTACT: 707 W. 7'h Ave., #200
SPokane, WA 99204
DATE OF APPLICATION SU►3N11TTAL: lanuary 17, 1997
nATE OF COMPl.ETE APPLTCA7'ION: 1anuiry 17, 1997
PHOPOSED PItO3ECr: The applicant has requested a preliminary short plat to divid:-
approximately 1.79 acres into three (3) tracts for single family residences and thase uses allowed
ir the existing UrKin Residential-3.5 (UR-3.5) zon-.. (Sc:e the attached proposal m:!p)
PROPOSED SITE: The proposal is located north of and adjacent to Gertrude Drive in the NW
1!4 of Section 4, Township 24N, Range 44 E.W.M. in Spokane County, Washington. (See the
attached vicinity map)
C;XiSTiNG ZONING: L1RBAh RESIDENTIAL-3.5 (UR-3.5)
OTNER PERh11TS: None
FURTFiER STUDtES REQUESTED: None
ENVIRONMENTAL DOCUMF.NTS: None
«'RITTEN COMMEVTS: All comments received with fourteen (14) calendar days uf the below
"c:ate issued" will be considered prior to our making a decision on this matter.
nFVELOPMENT REGU!.ATIOhs: The Subdivision Ordinance of Spokane County, the
Spokane County Zoning Coae, the Spui:ane County Standards for Koad and Sewer Construction
Ordinance, the Guidelines for Stormwater Management, and thP Spokane Regional Health
District Regulations are the primary develoPment regula'ions that will be used for project
mitigation.
ACrtoN: This is an administrative decision without z public hearing. 1'he decision can be
made after the fourteen (14) calendar day comment period; pravided the agencies of jurisdiction
have provided us with their comments.
ItEVICW John Pederson, Scnior Planncr for James L. Manson, Director
AUTt10RITl': SPUKANE COUNTY DIVISION OF I3UILDING & PLANNING
1026 Wcst [3roadway Avenur, Spokanr, WA 99260
(509) 456-367-5
DATE /
ISSUCD: SIGNATL'Ri;:
0'4/,V7
/
_ _
: -
SI'-I 129-971 NiA ~
i
I
Hemmings, Bill _
From: Hemmings, Bill
Sent: Thursday, July 24, 1997 11:09 AM
To: Pederson, John; Todd, John
Cc: Harper, Pat; Franz, Dean; Kimball, Sandy; Engelhard, Scott
Subject: SP-1129-97 Geo-hazard Report
Importance: High
7/24/97
I received the above referenced project application on July 8, 1997. We did not receive a concept drainage plan
as requested.
I made a field investigation of this project and found severe erosion problems down stream from this proposal.
The problem is so severe that the count)(s 24" culvert was completely filled with sediment. I tumed in a request
for maintenance to clean the culvert. The erosion problem is still there and any developed volumes greater that
the e)dsting condition should not be allowed to flow down through this drainage.
A concept drainage plan is needed that will show how the developed stormwater v+olume will be disposed of since
it should not be allowed to contribute to the critical erosion problem down stream. The concept drainage plan
should also address the water quality issue of discharging stormwater to a wetland and should include any
mitigation for on site erosion.
This proposal continues to be technically incomplete.
A recommendation on drainage conditions will be made following the submission and review of the
concept drainage plan.
bt~l 's~uMCart.r9e
Page 1
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INLAND PACIFIC ENGINEERING, INC. ~,~gr,~ z 8~r7
July 8, 1997
Spokane County Division of Building and Planning ~
West 1026 Broadway Avenue
Spokane WA. 99260
Attn: Mr Bill Hemmings
Re: Proposed Short Plat Application No. SP-1129-97
IPEC #96255
Dear B i 1 l,
In response to your memorandum to Mr. John Pederson of February 19,
1997 concerning the referenced short plat application, we are submitting a
Preliminary Geologic Hazards Evaluation for your comment and approval;
and information concerning storm drainage.
Please be advised that the three lots proposed have frontage on Gertrude
Drive which is an existing, improved County road. This portion of Gertrude
Drive was constructed as part of the development of the plat of Guthrie
Family Tracts and includes drainage facilities which I presume allowed for
the road drainage from the vacant frontage we plan to use. Guthrie Family
Tracts is situated uphill from the existing improved plat of Valley Vista
Estates which has drainage easements to allow drainage from Guthrie
Family Tracts to pass through to the natural drainage channel paralleling
Ponderosa Drive. Additional information which is relevant to the situation
is as follows:
1. The legal minimum lot frontage in the UR-3.5 zone is 80 feet. We have
95 feet, and up to 147 feet, of frontage for each of the three lots on the
existing improved road.
.....L._.,_._,~
_
1UL Q ~ 1997
U l;t;JNTY ENGINEER
. - ~
,
7()- 4ti'eq -ih • Suite 200 2020 Lakcwcwd Urive • Suite 105
tiEwkane, WA 99204 Cceur d'/11ene, ID 83814
;0'a--358-6840 • F-1X: ~O()-458 6844 208-765-7784 • FAX: 208-769-7277
2. Attached is a map showing the existing plats downstream from this
proposal and the area-wide drainage basin. We have highlighted the
drainage easements which are in place to allow drainage from the lots
proposed to pass through to the existing natural drainage course
paralleling Ponderosa Drive. The drainage easements shown have been
shaped and are lined with rip-rap for erosion protection.
Given the information submitted and outlined above, we believe that it is
reasonable to expect that drainage issues which may exist can easily be
resolved during the final design process. We therefore request that you
consider the information submitted as fulfilling your request for a
conceptual drainage plan and find our application technically complete.
Finally, please find enclosed an executed agreement to pay fees.
Sincerely Yours,
Richard L. Mason
Enc.
pc: John Pederson
1'f)O('if %1FNTS'~9t;?SS`I1[ti1Ml IR
ro,
INLAND PACIFIC ENGINEERING, INC.
July 8, 1997
Spokane County Engineers
West 1026 Broadway Avenue
Spokane, Washington 99260
Attn.: Mr. Bill Hemmings
Subject: Preliminary Geologic Hazards Evaluation, W.O. 96255
Proposed Guthrie Short Plat No. SP-1129-97
North of Gertrude Drive
Spokane County, Washington
Dear Mr. Hemmings:
Per the request contained in the February 19, 1997 memo by Bill Hemmings of the Spokane
County Engineer's office to John Pederson in the County Planning office, and in general
accordance with verbal and written guidance provided by Mr. John Pederson of Spokane County
Planning, Inland Pacific Engineering Company (IPEC) has completed an evaluation of geologic
hazards in general accordance with the Spokane County Critical Areas Ordinance. The purpose
of our evaluation is to review information in the literature, perform a site reconnaissance, and
provide an evaluation of the erosion and landslide hazard items addressed in the ordinance that
apply to the proposed residential development.
Literature Review
We reviewed the Spokane County Soil Survey ( 1968) to determine the soil units that have been
mapped in the project vicinity. The Soil Survey indicates that the site is possibly underlain by
two soil types, the Spokane complex (SsC) and the Clayton sandy loam (CuB). The survey
indicates a moderate resistance to erosion for the Spokane complex, a moderate to low resistance
for the sandy loam soils. Appendix 'H' of the Spokane County Critical Areas Urdinance lists the
Spokane complex as a severe erosion hazard, but does not list the Clayton sandy loam as being
an erosion hazard.
We reviewed the geologic map of the Spokane quadrangle (1:100,000, Joseph, 1990) as it
pertains to the project site. The map shows the site soils to be underlain by Precambrian aged
heterogeneous metamorphic rocks, which are composed of gneisic, schistose and quartzite
layers, and may support younger intrusions. Our observations of rock types exposed in outcrop
on the properties and in soil at the ground surface tend to support this conclusion.
,(l, 4ti'fst ?th • tiuite 200 20 20 Lakewood Urive • 5uite 205
Spukane, VVA 99204 Coeur d'Alene, ID 83814
509-4 ;8-084() • F-\\~ ~(Y+_4;8-6844 208-'65-7784 • FAX: 208-769-7277
Spokane county Engineers
Guthrie Short Plat No. SP-1128-1) ~
Preliminary C'Teoha7ard T'valliatic~n
July 8, 1997
Page 2 of 3
Site Reconnaissance
The site occupies an north-facing slope in the S W 1/4 of the N W 1/4 of Section 4, Township 24N.
Range 44E, W.M. The site is bordered on the west side by single-family residential developmeri!
(Valley Vista Estates, block 1 lot 6), on the south by Gertrude Drive, and on the east and north h.
undeveloped parcels. The property slopes moderately to gently downward to the north, with tot,ti
topographic relief on the order of 25 feet across the western boundary, which is also a line of
maximum relief across the pazcel. Site grades vary from local nearly flat areas, to an avera(,~:
grade of 8.2H:1 V(approximately 15.5 percent grade) across the western property line, to
somewhat steeper slopes in the vicinity of the central, rock-lined drainage channel. We obsei-\ ccf
outcrops of bedrock on the upper portion of the site near Gertrude Drive, with several feet of
overburden soil likely across the remainder of the site. We did not observe areas of excessive
erosion or gullying, or scarps, tension cracks, areas of hummocky topography or other obvious
visual indications of slope instability during our site visit. We did not observe any surface water,
or indications of springs, seeps or other indications of a daylighting water table, such as abrupt
changes in size or density of vegetation during our visit.
Site Development Plan
Development of the site will likely include extension of water and sewer services and othcr
buried utilities from their cunent locations in Gertrude Drive, and extension of driveways onto
the individual parcels. Fills on the order of 10 feet in height will likely need to be made for
Parcels A&B in order to achieve acceptable driveway grades, especially if the homes are set back
from the south property lines. Fills placed to achieve sub-grade elevations should be through
placement of compacted structural fill. A detailed grading plan showing existing and proposed
site grades had not been prepared at the time of preparation of this report. An erosion and
sediment control plan may be necessary to direct proper treatment and disposal of site
stormwater. Movement of sediment may be controlled by implementing undisturbed boundary
areas of native vegetation, possibly supplemented with hay bales or other media, to allow
filtration of silt-laden runoff, especially during construction.
Geologically Hazardous Areas
The subject site appears to fall under the classification of'geologically hazardous area', since
upon field inspection, it appears to possesses 'at least one' of the defining characteristics listed in
the ordinance, namely:
i
a. A slope of 30% or greater
b. Soils identified in Appendix 'H' as having a severe potential for erosion
Spokane County Engineers
Guthrie Short Plat No. SP-1128-97
Preliminary Geohazard Evaluation
July 8, 1997, Page 3 of 3
Average site grades are approximately half of the inclination necessary to require a
`hazardous designation, but the sandy soils and the site slopes draining to an open stormwater
channel tend to fuel concerns about severe erosion, especially during construction. Based on
our understanding of subsurface conditions developed during our literature review, site visit,
and experience on projects with similar geology, residential development of the site should
not increase the landslide hazard, especially considering the apparent limited depths of soils
and presence of shallow bedrock. Development as proposed may increase the risk of erosion,
especially during construction, but these risks can be addressed using simple methods to
reduce erosion of the surficial site soils.
Mitigating Measures
Erosion protection measures should begin by not allowing concentrated surface water flow
over slopes under any circumstances. Failure to comply with this recommendation may result
in severe erosion, gullying, softening and loss of saturated surficial soils. Mitigating
measures may include berms and swales at the tops and toes of slopes to direct surface xvater"
to planned discharge areas. Undisturbed buffer strips of native vegetation should be
maintained around areas being developed, to reduce the velocities of site stormwaters hc1 km
levels where erosion can take place. Temporary sediment ponds may be necessary to store
site runoff, to reduce turbidity and total flows to pre-developed levels prior to discharge.
Exposed cut or fill slopes or otherwise unvegetated azeas should be protected by means such
as mulching or application of erosion resistant matting until vegetation can become
established. Construction should be planned so that ve~~tJ[1(111 C;m 1,c
adverse seasonal weather precludes its usc.
Closure
We are pleased to have been able to provide you with this intormation, and would hc
to answer any questions regarding this report or other aspects of the project at vOur
convenience.
Respectfully Submitted, PE
INLAND PACIFIC ENGI E ~ASfIT~~ : ~C~~r~
~IG~~~ •
Jerry Peterson, P.E. ~~J k
~ %jJ i
Geotechnical Engineer ~pc: Mr. Larry Guthrie ~ NAt.
Mr. John Pederson, J_w4#w~"ndinq and Planning
1'dcxumcnls19G25C+qroh~ wpd
Kimball, Sandy
From: Hemmings, Bill
Sent: Wednesday, February 19, 1997 4:53 PM I
To: Pederson, John '
Cc: Harper, Pat; Engelhard, Scott; Kimball, Sandy; Franz, Dean; Miller, Katherine
Subject: Proposed Short Plat No. SP-1129-97
Importance: High
I received the above referenced proposal on Feb. 5, 1997. This proposal lies in a steep area of possibly non
approved soils with possible shallow depths to bedrock. Stormwater will be directed down hill to developed lots
from the proposed lots. Because of this, I am requesting a concept drainage plan be required for this proposal. A
properly engineered concept drainage plan will need to be submitted that demonstrates the proposed drainage
plan can provide adequate infrastructure for stormwater management as required by RCW. The concept plan will
either need to show how the Spokane County Guidelines for Stormwater Management (GSM) will be met, or how
an alternative system, acceptable to the county Engineer, can meet the intent of the GSM. If there is a critical
area identified on this proposal that requires mitigating measures, these measure should be incorporated into the
concept drainage plan if applicable. An agreement to pay fees will need to be submitted before we can review the
concept drainage plan for technical completeness.
The submittal may require a preliminary analysis of the proposal to meet the Critical Areas Ordinance. Please
check with the responsible official in Spokane County Building and Planning regarding the requirements of the
Critical Areas Ordinance. The submittal is not technically complete at this point in time.
,
i
Page 1
Hemmings, Bill
From: Hemmings, Bill
Sent: Wednesday, February 19, 1997 5:53 PM
To: Pederson, John
Cc: Harper, Pat; Engelhard, Scott; Kimball, Sandy; Franz, Dean; Miller, Katherine
Subject: SP-1129-97
Importance: High
I receiv+ed the above referenced proposal on Feb. 5, 1997. This proposal lies in a steep area of possibly non
approved soils with possible shallow depths to bedrock. Stormwater will be directed down hill to developed lots
from the proposed lots. Because of this, I am requesting a concept drainage plan be required for this proposal.
A properly engineered concept drainage plan will need to be submitted that demonstrates the proposed drainage
plan can provide adequate infrastructure for stormwater management as required by RCW. The concept plan
will either need to show how the Spokane County Guidelines for Stormwater Management (GSM1I) will be met, or
how an alternative system, acceptable to the county Engineer, can meet the intent of the GSM. If there is a
critical area identified on this proposal that requires mitigating measures, these measure should be incorporated
into the concept drainage plan if applicable. An agreement to pay fees will need to be submitted before we can
review the concept drainage plan for technical completeness.
The submittal may require a preliminary analysis of the proposal to meet the Critical Areas Ordinance. Please
check with the responsible official in Spokane County Building and Planning regarding the requirements of the
Critical Areas Ordinance. The submittal is not technically complete at this point in time.
Page 1
-
M E M 0 R A N D U M
DATE: February 18, 1997
TO: John Pederson, Division of Building and Planning
FROM: Brenda Sims and Kathe *e~Mer, Water Resources
RE: SP-1129-97; Preliminary Short Plat
CC: FII.E
The following comments need to be addressing during the short plat process:
According to the site plan there appears to be a major draw in the proposed parcels B and C.
What impacts will this proposal have on this draw and downstream conditions?
The applicant needs to be aware that any proposed drywell locations that are not in pre-
approved soils will need to have infiltra#ion tests performed to determine if drywells are
acceptable for handling stormwater runoff.
Erosion is also a concern in this area due to the sandy soils. How will this proposal protect
, against erosion, especially in the draw'? An erosion and contro) plan may be required during
construction.
Thank you for the opportunity to comment.
I
11NEPTUNE1STORM1StormIKATHRINEIDESIGMso112997 doc
~
t
S c~ f< N I~ ~ , C C~ U N "i' Y
DiViSTON oF ENGTNFFRING AhJD RC?ADS • 1)IVlSION OFY(iF P1.1I11.1C WORKS T)E1'ARfMrNT
William A. Jnhng, 1'.T?., Cotinty FngineFr n~nriic N1. !~zcott, T'.F.., l)irector
AGREEMFNT TO PAY FEES
FNGINF,F,R'S AC'rRFF,MF,NT NUA'IRFR SP 1129-97
This agreerlient hetween Spokane County atld LSR Properti es
.o .
whose interest in the project is Qvoer R,~~,~
~ . . . . ,
'
is entered into this day of J1 (I ~ 19 ,j-qgi'This agreement is applicable to the project
known as: SP 1129-97
. ~ "I
That the individuals and parties named herein as having an interest in the ahove described property or project agree
to the following:
1. Reimburse Spokane Ccnirity for project review and insrectinn fee-, as specified in Chapter 9.14 of
the Spokane County Code. Tile fees will he hased on acttial salary costs incurred hy Spokane
County for project reviews and / or inspections plus a ten percent aciministrative charge, and wili
he billed monthly as accrued. Any billing amounts due, including any expenses incurred in the
collection of an overdue account, must he paid prior to the County's acceptance of the project for
f'iling. If aproject is approved and/or filed with a balance still owing, the unpaid balance shall be
paid within 30 days of the invoice date.
2. The undersigned agrees that t}lese fees are due and payable upon receipt of the billing as specified
above.
3. Any invoices not paid witliirl 30 days of the invoice clate will be considered delinquent. If any
outstanding balance on the account for this rroject is not paid within 30 days of the invoice date,
no further reviews of the project documents wiil be conducted until the entire account balance is
paid. Any balance on the account for this praject not paid within 65 days of the invoice date may
result in legal action or the initiation of other collection procedures, including referrai to a
collectiorl agency. The Sponsor will be liable for any and all expenses incurred by the County for
the collection of overdue accounts.
4. The monthly hilling should be sent to the attention of:
NnMF.: Larry Guthri e, LSR Properti es
AUDRESS: 13419 East 32nd
C[TY, STATE: Spokane, WA
7_.1P CUUE: 99216
P1IONF 922-6121
I understand that failure to pay these fees may result in delay in completion or approval of the project or other
possible sanctions.
❑ If this fee agreement is completed by someone other than the Sponsor (i.e., the project owner or a
principal in the firril sponsoring the pro.ject), such as the F_,ngineer designing the project, then
written authorization from the Sponsor specifically aiithorizing the Agent to execute this Fee
Agreement is aetached to this Fee Agreement. '
SIGNATURE By:
~i
(F'RINT N/\MF
\ I 4 I
R.ETURN YELLOW CQPY TO SP_QKANE COUNTX E GINEERS
klslf\,agrcefee.clnc 211196
1026 VV Broadway Ave Spokane WA 99260-0170 (509) 456-3600 F'AX: (509) 324-3478 'I'I)D: (509) 324-3166 ~
~
~ RECElNED
FL13 1997
NOTICr OF APPLICATION krq►
The below Review Authority is providing you with this NOTICE OF APPLICATION to allow you to
comment on the below described proposal. You have fourtcen (14) calendar days from the "date
issued" (see bottom of page) to provicle your written comments to the Review Authority address
(see bottom of page). You comments must be in our office no later than 4 p.m. on the tenth day.
The below File may be examined between 8 a.m. and 4 p.m. Monday through Friday (except
holidays) in the Planning Section on the 1" Floor of the Public Works Building, 1026 W. Broadway
Ave., Spokane, Wasliington. If yoti have questions you may call the Review Authority PLANNER ai
the phone number listed at the bottom of ;his page.
Note: Please reference the below FiI.E NuMBER in alt your communications.
FILE NUMBER: SP-1129-97
TYPE APPL(CATION: Preliminary Short Plat
LEGAL OWNER: Larry Guthrie
LSR Froperies
13419 E. 32R' St.
Spokane, VVA 99216
OwNER'S DESICNATED Inland Pacific Engineering Co., Inc.
COIVTACt: 707 W. 7" Ave., #200
Spokane, WA 99204
DATE OF APPLICAT(ON SUI3M111TTAL: lanuary 17, 1997
nATE OF COM1IPLETE APPLICATION: lanuary 17, 1997
PRnPOSED PROJF.CT: The applizant has requested a preliminaiy short plat to divide
approximately 1.79 acres into t}iree (3) tracts for single family residences and those usrs allowed
in the existing LJrban Resiciential-3.5 (UR-3.5) zone. (See the attached proposal map)
PrzorosEn SiTe: T'he proposal is loctited north of and ac:jacent to Gertnide Drive in the NW
1/4 of Section 4, Township 24N, Range 44 E.W.M. in Spukane County, Washington. (See the
attached vicinity map)
EXISTING ZONING: URBAN RESIDENTIAL-3.5 (UR-3.5)
OTHER PERMITS: None
FURTHER STUDfES REQUESTED: None
ENViRONMENTAL DOCUMENTS: None
VVRITTEN C0141141ENTS: f111 comments received with fotirteen (14) calendar days of the below
"date issued" will be considered prior to our making a decision on this matter.
DEVELOPMENT REGULATiONS: The Subdivision Ordinance of Spokane County, the .
Spokane County Zonins Code, the Spokane County Stanciards for Road and Sewer Construction
Ordinance, the Guidelines for Stormwater Management, and the Spokane Regional Health
District Regulations are tlle primary development regulations that will be used for project
mitigation.
ACTION: T'his is an administrative decision without a ptiblic hearing. The decision can be
made after the fourteen (14) calendar day comment period; provided the agencies of jurisdiction
tiave provided us with their comments.
REVIEW John Pederson, Senior Planner for James L. Manson, Director
AUTt10RtTY: SPOKANE COUNTY DNIS1(lN OF BU[LDING & PLANNING
1026 West Broadwav Aventte, Spokane, WA 9~)260
(509) 456-3675 ~
nATE Z 1,
ISSUI:n: SICNATURC: 0/41 eo
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5 LEGAL DESCRIPTION
IID1E~ OfE PbOi lf lAat o~ d C . MI l,d 1 of lw1Yn 1. T.21 N., RN
COIJqn
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Jp' JO'i • . - ~ i ~ ~ ~ - 9ou7waM oomr d Lot S. DaM I M YMIEI' VIS1A [SfA1R
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0 / ~ ~ n ~ ,•-r•-\ ~ I ! . - - - NaA/6']sY. eb,y M..ad Ir» d .da Lot 6 . alMene.
V ~ . r _ ~•rt _ _~~L •rt _ 0f I20.00 fNI: IhMCe $8E6JAbYF.pardw MMI rM
I . I I•,, J~ natMM eounaory dGVINRIE rAMar 1Rrtts o abomo d
aaae r«c m«K. s.oi.21'03'W. a arooma a 200.00 140
k the ►oM d SpinMrq,
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WATER PUBUC YtATER - SPOKANE C0. NA?ER 011T. N0. J
1 ~ ! • sEWER IHOma,AL a+-srrc stwAce asPOS►i
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SPONSER SURVEYQR
URRY GUMRIE PATRICK AqORE
LSR PROPptTIES INJWD P/CIF1C ENqNEERINC CO., INC.
13419 f/5T 32ND 701 WEST 7iM, SUITE 200
SPOKANE, WA 99216 SPOKANE, MA 99201
(509) 924-6121 (509) 458-E8/0
PRELDQNARY PLAT
OF
StiRYEYOR:S cERV,CAM
TNs mop Rot pr"ond Dy rtw or vnder my SBORT P'LAT JCX-XK
INuro cli,.4d .up.r,b~~~ ~~~~orrno,c. .i►h the LOCATED IN GOVERNMENT LOT 9
~ reQuirementa o( the Spokarn Counly Sub-
; ~ EACFICdrvidon OMirance IN THE NORTHEAST 1/4 OF
~ M7 .qot M . su., ~ (DW) 4ft.W40 SECTION 4, T.24 N,, R.44 E., R.M.
Potrkk J. Abon, PLS SPOItANE COUNTr,* -RASMNGTOIT
.
.
RECfJVED
NOTICE OT APPLICATION F Ee 1 ~ 1997
of
The belotv Review Autharity is praviding you with this NOTiCE OF ApPLtCnT10N ta A11ow you to
comment on the below ciescribed praposal. You have fnurteen (14) chlendar days fram the "date
issued" (see bottom of page) to provide your written comments to the Keview Authority address
(see bottom of pasr). You camments must be in our of~ice na Iater than 4 p.m. on the tenth day.
The below File may be erumined between 8 A.m. and 4 p.m. Monday through Friday (except
hnlic#ays) in lhe Planning Section on the 1" Floor of the Public Worl:s Building, 1026 W. BroAdwAy
Ave., Spokane, Washinbton. If you have questions ynu may cali the Review AuthArity PI.ANT`Efi at
the phone nvmber listed at the bottom of this page.
Note: Please reference the below rlt,E NUCdBER in all your communications.
FILE NUMB£R: SP-i 129-97
TYPE APPLtCAT10N: Preliminary Short Pla[
LECAL OWNER: Lacry Guthrie
LSR PcQperties
13419 E. 32nd St.
Spokane, WA 99216
OWVCR'S DFSIGNATED Inland Pacific E-ngineering Co., Ine.
CONTACr: 707 W. 7'" Ave., #200
Spokane, WA 99204
DATE OF APPLfCATIGN SltBMtTTAL: 1un:jnry ; 7, 1997
DaTE OF COAIPLETE AI'PLICATiAN: ]anuary 17, 1997
PRnPASED PROJECT: The applicant has requested a pre(iminary shart plat to divid:
approximately 1.79 ueres intA three (3) tracts fnr sinc;le famiiy residences and those uses allowed
in the cxistinl; Urban Residential-3.5 (UR-3.f) znne. (See the attached propo:al map)
rROPOSED SITE: The proposal is lacated north of and adjacent to Gertrude Drive in thc NW
I!4 of Section 4, Tawnship 24y, Range 44 E.W.M. in Spokane Countv, Washington. (See the
attached vicinity mAp)
GXIS'1'ING ZONING: UitBAN RLSIQENTIAL-3.5 (UR-3.5)
OTHER PERMITS: None
T'URTtIER STUDtES REQUESTFp: None
F,lYViROhNtEIYTAL DOCUMENTS: Nane
WRITTEN COM►VIENTS: All comments received tivith fourteen (14) calendar days of the belAw
"date issued" will be considered prior to our making a decisian on this matter.
AEVEt.nPM1tENT REC,ULATIO:VS: 11:e Subli vision Crdinancc al'Spol:arie County, tiie
Spokane County Zoning Code, the Spokane County Stand;.rds for Road and Sewer Construction
Ordinance, the Guidelines fnr Stocmwater Marwgement, and the Spokane Regional Mcalth
District Resulations nre tlie primary developmcnt regulations ihat will be used for prujeet
mitigution.
ACTION: This is an admiiiistrative decision without a public henring. The decision can be
made aRer the fourteen (14) culendar eiay romment periad; provided the agencies of jurisdiction
have provided us with their comments.
RCVIEW Jolin Pederson, Senior Tlanncr fnr James L. Manson, Director
AUTHORITY: SPOKANC COUNTY DIVISION OF bUILDING & PLANNING
1026 West f3roadway Avenue, $pflkane,1VA 99260
(509) 456-3675
DATC
ISSUED: SiGNATU RE:
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JAmFS L. NIA,vsoN, C.B.O„ DtREcrOR DF-N,\zs M. Scorr, P.E., DaRFcroR
MEdVIORANDUM
TO: Spokane County Divisipn of Engineering - Transportation Engineering
Sppkane County Division of Engineering - Development Services
Spokane County Division of Utilities, Jim Red
Spukane County I)ivision of Utilities, Steve Worlev
Spokane Regional Health Districta Steve Holderby
Spokane County Fire District Nu. 8
Spokane County Water District No. 3
Central Valley School District No. 356
Washingtan State Boundary Review Board
FROM: John Pedersan, Senior Planner
DATE: February 5, 1997
SLIBJECT: proposed I'rzliminary Short plat h7o. SP-1129-97
Attaehed is a copv of the application and propAxed short plat map submitted by Larry Guthrie for
the subdivision of approximately 1.79 acres into three (3) residential tracts for those uses
permittzd in the Urban Residential-3.5 (tJR-3.5) zone.
Please rtview this proposal and reritrn your written comments and reCOmrrendations to me by
Februa.rv 19, 1997. If you have any questions regarding this f lr:, you may coatact me at
456-3675.
EnelnsureS
Copy without enclosures to:
Larry Guchrie, Owner
tnland Pacific Engineering Co.,1ne., Owner Contact/Surveyor
1-{b`SP- l I 29-9? AGCY MEM(J
1026 WEsT BROAowAy AvE.N'uF • SrcakarrF, tiVASHINcro` 99260
BUtLDIvG PHONE: (509) 456-3675 • Fax: (509) 4564703
Pt.n.~TG PHovE: (509) 456-2205 • FAx- (509) 456-2243
'3"UD: (509) 324-3166
. i
SPOKANE COUNTY DIVISION OF BUILDING AND PLANNING
PRELIMINARY SHORT PLAT
APPLICATION RECEIVED
SPOkehM rnI iniMt
PAR. ,lA,N 17 11997
LEGAL DWNER'S NAME: Larry Guthri e, LSR Properti es
MAILING ADDRESS: 13419 East 32nd pIylMON OF 11110INt3 hlD PANNM
CiTY: Spokane STATE: Wa EPA ZIP: 9A21 ti
PHONE: (work) 922-6121 (Iipiiye) (iax)
IF AP['LICANT IS NOT 'I'IiE OW1VER, INCLQDt: WRITCCN OI'VNCR AU'CitORiZATI4N TOR 1'FiC
RI:LOW DESICNAI'(s'p C()N'i'AC'i' '1'O .SI:ItVr AS REPItr.S1:N'l'A'1'IVE
OWNCR'S DESiGNATED CONTACT: Inl and Paci fi c Engi neeri ng co., Inc.
MAILING ADDRCSS: 707 West Ith, sui te 200
CITY: SPokane s'I'nTC: WA zlP: 292f14
PHONE: (work) 458-6840 (Iiome) (fAx)
LOCATION OF PRO1'OSAL SITE (genernl description by wbich dicection und how far from roads ancl interseclions
and othercommuiiity fcatures): North of Gertrude Ori ve and east of Val 1 ey Vi sta
Estates in Government Lot 9 of
SECTION(S) 4 'i OWNSH[I' 24 RANGE 44
IHAVC ATTACHED THL LEGAI.. DCSCRIP7'ION 4C I'ROAOSCD SI1'C : ( X) YE.S
(At(ach legal description for the entire area to be suhdividecl on the I'reliminary Stiort I'Iat map stnmped by a
Wnsliington State licensed LAnd Surveyor)
STRECT ADDRESS OF PROI'OSAL SITE (ii' any): Unknown
NAME Or PUBLIC ROAD(S) PROVIDtNG ACCESS: Gertrude Dri ve
AUDITOR ItECORDllVG NO.(S) OF PRIVATE ROAD CASEMCN'C(S) AND MAINTCNANCC
AGRECMENT(S) PROVIDiNG ACCCSS:
A5SCSS4R TAX PAItCEL NO.(S) OF PROPOSAL Sl'l'C: 44042. 9123
SIZC OF PROPOSAL SITE (acres or sq. ft): 2.11 Acres
ASSE,SSOR TAX PARCCLtv O.(S) OF ADJ CLNT LAND UWNEA OR CONTROLLCU:
Large Amount See Assessor sAaps
S1ZE OF ADJACENT (.AND OWNED OR CON1'ROLLE-D (acres or sq. ft.): 300± 4Cres
DCSCRIBE CXISTING USE(S) ON PROPOSCD SITE (such as 6uildings, wcil, sewcr drainGeld Aiul others):
Vacant
CXISTING ZONE CLASSI[=ICATION(S): UR 3.5
COMPItEI{ENSIYC pLAAN CATE-GJRY: urban
DOES THE PROPOSAL FRONT ON AN EIRTERIAL GR PLANNIED A[ZTCRIAL : YLS (X) NO
NAME(S) OF ARTCI2IAL ROAD(S):
LIST PREVIOUS Si'3KANE COUNTY ACTIONS 1NVOLVIIVG THIS PROPCR'TY: (such :.s Tax Segregatian
Applicatio», Certificate oC Exemptions, GA hr EA A('Cclavit, Other Subciivision, Zonc: Changc, Variance,
Conditional Use, Tc;mpor Use, SEPA Review, Depcnd-nt Relalive, Zoning Codc Violation, ar Otl~ers):
Certificate of~xemptions
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PRI:LIMTNARY SHO'[tT PLAT APPLiCATiON Page 2 af S
.
PROPOSED USE OF PR4['ERTY: nurlexes 14uhifamily dwellings
Sinblc fAmily dwellings (xX t3usiness industrinl Mixecl Use
MAnufuciure(l Itames k) Othcr ( ) - Dcscrihe: .
~
PROPOSED NUMQER OF LOTS: 3 Lots
['ROI'OSCn ACCrSS'TO L4TS: 1'rivnte Grivew;ty, 3 lots or Iess O Private RoAd, 4 lnts or mare O
['ublic I2/W with Private AcCess( ) Puhlic Road M County Arterinl O State Ifighway
DCSCRIDE ANY COMB1NATfON nF Ai30VF TYl'ES OF ACCFSS:
IS DEDfCATION OF LAND FOR PUD[.TC USE PROPOSED (ltonds, Parks, Schaols, Open Spuce, ntlier)?
YE-S NO OCx) iFYf?S, CXPLAIN:
~
I-f AVr YOU PROVInED ACCESS TO ADJACENT PTcO1'[:RTY THAT iS "LAIVD LOCKCD" V4'1TMOilT
ACCF-SS TO PUQi'ilC ROAD? YFS (X5 NO
tF tvo, r:xrLAlN WIIY: Adjacent rroperty i s not Land Locked
~
PROPOSED SOURCE! OF WATGR:
Intlivicluul wells ) Puhlic system Wj 1'rivale Cnmmunity System O
Otlier ( ) - Describe: PROPOSED MLANS Or SCWAGC DISPOSAL:
Nuhlic: Sewcr O, , Gommunity System O Septic Tank And nrainficlcl ( X~
nouhlc hlumbing ) Dry Sewer Other O Descrihe:
J '
UTILITY COMPANiES AND Q1STRiCTS TO PROVIQE SERVICE TO THiS PROPQSAL:
f?Iectric:ity: ~ taWP . Gns: WWP
Wstcer: Spakane Count_y Di st. # 3 SeWer N/A
f'hone: U.S.#West Cahle: COX
f=ire nistricr. 5el,o0l. Centeral Ual 1 ey
011ier: G ,
[S THC ['ROPOSAL S1TG AnJACi?NT TO OR [NCLUnC A WATCR DODY? O YCS (XI NO
(c;xrased stf►ntling watet, pond, yenr round stream, river or liikc) LiST:
DOrS Tl lr PROPOSAI. SITG HAVE ANY WCTLANOS? O YCS ( )gNO
(nren wnter, scasonAl wAter, mArsh nrens, water saturatccl snils or wetlancl rlsints such sis "cnt tail;") LIST:
I.
.
WtIIG[I TYl'C OF VvTT[.AND CXTSTS ON Ti-TG SITi?? Type i( j Tyre TI O Tyre Ti[ O Type IV O
IF WFTLANDS rXI4TS. TIOW CL4SC T4 TtIC EDCG JF THT: WFTLANn W1LL nCV(:i.QPMGNT i3C
A(_LOWED TO B61T.D? r-ECT CXPLATN:
i
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nACS Ti1E PROPOSED S1TE PRESFNTLY HAVE FiSfi OR WII DT_1FC WADITAT? ( x) YES O NQ
T:xPI.AlN Tf IC KNOWN TYI'CS 0P Wli.Dt_1Fr:: Maybe Deer and Skunks and SongSi ►•ds
~
AOES THE PROPOSED S1Tk: HAVC CR1TiCAL ARFAS (such as slopes nver 30%, unstable soil or mrks rrone
1n Inn(lsli(les. sever'erUSinn. tlancling or others)? LTST AND CXi'I_A1N:
N/A
DO YOU HAVC ANY,PI.kNS FpR rUTURC AnD1TIOPlS, CXPANSiONS OR F[JRTHER ACTIViTY
RF:I.ATEn'1'O THTS PROPOSAL? YfS NO Ix ) li= YES. EXPI.A1N:
t
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PRCLIMjNARY SHORT PLAT APPLICATION Page 3 of S
PART IT
SURVEYUR VERIFiCATION jPatri ck J. Moore ,(print name) A'JVASHiNGTON STATE
1_I(:fiNSl~D 1_ANIJ SURVCYQR, 1fAVT: CQMPIdFT[?D TE°TG 1N1~CZM ATION RrQUCS ~
nfiSCl21P'rIQN ANQ i'REi.iMINAf2Y SlIORT i'[.A'T E~AVE 13CCN t'RCf'ARED DY Nt OR U ,
SUPCRVISION 1N ACCORDANCE WI7'fI T[tC RCQUIRGMENTS OF THE SP4KAN O ' i~(• p0 ,
/SUI3U1VfSlOh REGU[.AT[ONS ANq THE LAWS OF THE S'i'ATE OF WASHINGT . 'S~I
TNC ACCUl2ACY OF TIiE COUNTY 13ASE MAPS, i HAVE SIiOWN TNI? LOCATi
liR()f'IsitTY IN R[?D ON THE ATTACIII:n CAUN`I'Y ASSCSSAR tiZAI' AND r~ A
CnUN't'Y E NI:ER titAP. ;
.
n/y~ • : ~
S1GNCD: DATC: •
.
AAnRFSS: 707 West 7th, Su i te 20 P«ONE:
Spokane, WA 7.1p; 992
PART III
PURSUANT RCW 30.70 D. TFIE APP[.ICANT ANn THE APPROVAL PROC[:SS RrQUIRCS EARLY
COARDINATION AND INFORMATION. 1'RCL1MiNARY AGENCY CONSULTATION IDCNT[FIED DEi..OW.
FIRT NtARSHALI1 / TIRE AISTItICT RCW 36.70 13 requires eariy caorclinntinn anci information
A. THIS PROPOSAL IS WiTF11N FTitE PROTECT[ON DISTRICT NO. q
B. WHAT IMPROVEMCNTS NFED TO BE MADE TO MEET THE DISTitIC'I"S FTRC PRA'I'CCTION
•r ~ "'K, ~-~~c h ~ s
RCQUIRCMFNTS" -/'&-7 /&G
C. SGE ATTACtICD LETCCR DATED:
D. Rf 7:JIRF?n FiRE's [=LOW (gallons rer minrte): * D 4~
1 lintie reviesverl tlie prnpnsal ruirl liave ndarxed lhe ripplrra►it of t~ie Tire Di,strict reqtdrements.
Dzi/ n17; -IXI -76
~ stC,NA'[IJRC 'nT1.E DA•i L'
«/ATt+:R PURVTYOit RCW 36.70 B requires rarly conrclint+iion ancl information
A. •i'I11S I'ROPOSAL 1S W1T}IIN WA~'E?R I~ISTRICT:SPOKAN~ COU~V 1`~ VI~~}7~~
ovoT
B. SATISFACTORY ARRANGCMCNTS FOR D4MLSTTC WATER ANA FTRE FLOW WAVE QEEN
MAqE AS rOLLOWS:
A WATFR SYSTEM PLAN MUST 13E T'REPARED: YESZ4) NO
RE QU[I2GMCNTS: A WAJO~ mA ~N t--X-ZNS10N mfl YBE
R-=-4V A~
c. ( ) SCC ATTACIICD !_c-rrcrt nn:~cn:
I hav evietived tlre ►•o~ •nl n~ul lrnve t►rlt►isrd tlie trnljlicant ojlhe Distric•t requiremer.ts
8r-F I Ce- ENMIvLI~ 12 n aJ~
SlGNAI'11RE TPTI-E pA'TE
SPUKANE COUNT'Y ENGINErR - RUADS '
RCW 36.70 E3 n;quires early cnordi»fltion and informution
A P)2CLIMINARY DISCUSSION tiAS TAK13N i'[.ACC, COMPLCTC AI'PI.TCATlON MUST
INCI.UDE: rA. O SCF ATTACfT13D I.CTTER DATCQ: /I
d1 jter rr prelin►ittnty re>>iew of tlle propo.sal, ! lr(i>>e trtltoi.serl tlie arrlir.tuit of .srniie of tlie
Crllnrty ls»3•hieer lrurtd i-equiretttetrt.s•. A comnlele titid tletrtiletl ►•evieup tivill he p►•ntti(led
ttfler fhe crpplicnlirni i.s strb►»itled, ►vliich usill resirlt in a c'ol)f f'1lele Il.st nJre`Jirrrente►its trnd
eoliilitinlts• reittr.<<irtg pra 0isi ns f9r ac ess tv tlie propnsnl.
SIC;NA'1'l)ft . -
11 n.E? nA'iT
P[tCLIMINARY SHORT PLAT APPLTCA°fION Page 4 of 5
SPOI{ANT: COUNTY TNGINrrIt - URAINAGE
RCW 36.70 fl reqiiires eariy coordination t►nd information
A i'RCLTMINARY D1SCUSSTON HA5 T K[:N PLACE, A CO PI.FTG APPI.iCAT(ON MUS'f
1NC{_LInT?: ~j/~~~~ ~ rr'-P.O►~ ~
11. SF.E ATTACHED T.CTi'ER DATED:
A/'ter n prelimtnary revieti>> of 1he pronosnl, I hnve nrlvised tl►e nnrlicairt of so»>e of tlle
Cotutty Engirieer I)rninage reqrtiremeptt.s. A complete nntl elettriled revie►v »ill be
provieletl nfter tIre nppliccrtinn is srtlmiitted, evliicli ►vil! resitll in a contplete list of
rer7 ' Meti r~l cniuli inn.s regartling J~rovi.sions fnr draitrage fortlie prnpo.snl.
~
SICN_ATtlRt TM.E nA11--'
SPUKANI!: CUUNTY UTIi.Y"rIES
RCW 36.70 13 reqaires early eonrclinntihn and inFnrmUtion
A PRCLIMINARY DTSCUSSION IIAS TAKEN PI.ACC, A COMPt.EfiG APPLICATI4N MUST
IIvCLUQC: ~~!/~;'G~ ,~iCl/~'al~✓.l~G .G~~~l~/.~~.~
B. SEC ATTACNFD ~ ~ E-R DATED: .
After npreliairitttry revietiv of tJte propnsal. J 1rcrve rrdvised !!re npplicnnt of snitte of
tlie Cotrnty Engiileer Ulillties reqrrireniertts. A cotrinlete and tletttrled review ►vill he
nrnvirted nfter tlie npplicatinn is srrbmitteil, wl:rclr swrll resrill rn n cnrrrpIete list of
reqtrirenrenls erirr n►lcli 'nn.c res rtlitrs prnvt.rirnis far access tn tlre pl nposnl.
SIGNA E TiTI.F DA'CE
SI'OI{ANF t;:OUNTY IIEALTII DISTRICT RCW 36.70 (i requires eorly enorclination ancl information
A t'RELIMINARY DiSCUSSIUN iIAS TAKGN PLACC, A CnMPL[sTE APP1.iCAT10N MUST
IIVG[.iJDC: e, ~,oc-A-@~ i- C, Y\ s►4-e 5-e°G~ v[ ~m
li . ( a SFC ATTACEiCD L=--R DA"D'E:D:
Aftertt preliminary revie►v of the praposrrl, l lraite advisetl tlle applicttttt of sonie of tlie
Spnkane County fleRltle reqttireilierlts. A cn»inlete trtid eletttiled revietiv ivill he provitletl
l~fter the tepEli it'rr~~ub ti1~liis~li ►~rill res•uli nn rr en~»plete list of requrre»>ents naul
cc~r,~li~i~r ega ng~~trl1Ji Ar ~ie prnpnsr►1.
SrGNATURE ! I'1'IU qA1E
SEN'VER PURdrYOR
(Gity of Spaknne or Liberty Lake)
RCW 36.70 13 rcquires early cooalinatihn and '+nformatiqn
A PRFLIMINARY DiSCUSSiON NAS TAKEN PLACE. A CONiPLE'CE APi'LICATION MUST
iNCLUDG:
U. O SCC ATTACHFD LrTTCR nA'1`[:D:
f1 fler (t nrelintillRly revieltd of t/1e pl•opa,sal, I lint►e ndvisetl the upplrcant of satie of tlre
Sriver reqrtire»iet2ts. A ca►tiplete anr< <letailed rewie►1o ivill be provitlert nf ter tlie nnnlictrtinrr
is attbi►titte(l, ►vJ►iclt ►vil! rexrilt in a crnnptete lict of requiren►ent.r aiirl cnti(litioti.s regnrtlirig
Setiver proyi rnns nr t1~e rrnposnl
i.~~/1
SIGNA L~ pAW
1
PRELIMINAItY SHORT PLAT APPLICATTON Page 5 of 5
- WASIIINGTON STATi~; DrPARTMENT Or TItANSPORTATION (NOTi:: Sisnnlure requirecl only if access is rmvictetl Fram A StAte Highway)
I2CW 36.70 t3 rcquires carly cuordination and InPnrmatian
A PRELIMINARY DISCUSSION IIAS TAKEN Pi.ACE, A COMPLETE APPLiCATiON MUST
iNCLUnC:
D. SEE ATTACHED LE'ITER DATCn:
After a prelimiiinry review nf t1ie proposnl, l hnve nclvised the npplrcmit of sane of t1le State
fligltway retlcrirements. A complete and (letailed revietv tivill be provitled nfter the npplicatiat
is sub»iitted, tivhicli tvill resrrlt in a cnnrplete list nf reqcrirernents mirl conditions regardirrs
prnvisions fnr Higli►vnv nccess to Ihe pronosnl.
SIGNA'IURE 1TRE pATE
PART IV
LEGAL OWNER SIGNATURr
!Signature of legal owner or tetter of aiithorization from legal owner)
Larry Guthri e, LSR Properti es ,(print name) S1N3AR OR AFPiRM THAT THF
ABOVE RESPONSES ARE MADE TRUTHFULLY AND TO THE DEST OF MY KNOWLEDGE.
1 FURTHER SWEAR OR AFFIRM 'i'HAT T AM THE OWNER OF RECORD OF THE A1tEA AROPOSED
F4R THE A130VE iDENTtF(LD LAND USE ACTION, OR. iP NCT THE OWNER, ATTACHED HEREWITH
IS WRITTEN PERMISSTON FROM THE OWNER AUTHORTZING MY ACTIONS ON HIS/HER DEHAI.F.
[ rURTHE[t SWEAR OR AFFIRM TFIAT [ HAVE ATTACHCD THE SIGNED AND DATCD "AI7FIDAVTT OF
AI)JACENT PROPERTY OWNCR / TAXPAYER ADDRESSES."
NAME: Larr,y Guthrie ppTE; 12/12/96
ADpRESS: 13419 East 32nd PHpNE; 922-6121
Spokane, WA Zrn; 99216
~
SIGNAT C DATE
NUTAitY '
(For PAn IV nbove)
STATE OF WASHTNGTON ) ss:
COUNTY OF SPOKANE )
C
SUT3SCRTBED AND SWORN ta hefore me this ciay o r 1g
I/
L -
NOTARY S1GNA111RE
~ 1&27W Notnry Public i~,ancl for 0 Stntc af Wnshington
~ Resicling nt:
~I pUBL~' ~a~
~~RwAg~ My arrointment expires: ~ b -Q7"' I
7
PART V
('I'o tic comPlc.ccl hy thc Qivision of Duil(iing ancl Pls►nnin6)
DATE SUI3MTTTCD: PLANNER:
'fOTA[. Ff GS: RCCCIPT
F1LE C4MPI.T:TIs APPi.ICAT1ON:
Y3tR, [►IQfli O{AT AFI Y]OIOJH
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SPOKANE COUNTY DIVISION GI+ BUILDING AND PLANNING ~
PRELIMINARY SHORT PLAT
f,
APPLICATION
~
r
PART I
LEGAL OWNER'S NAME: LarrY Guthri e, LSR Properti es
MAILTNG ADDRESS: 13AD East 32nd
CITY: Spn.kane STA'I'E: WA ZiP: 99216
PHOATE: (work) 9 -6121 (home) (fax)
IF APP[.ICANT iS NOT THE OWNER. INC[.UUE WRITTCN OWNER AUTHORIZATION FOR THC
I3FLOW DESIGNATEn CONTACT 'f0 SERYE AS REPRESENTATIVE.
OWNER'S DCSTGNATED CON'i'aCT: Inl and Paci fi c Engi neeri ng Co. , Inc.
MAILiNG ADDRESS: 707 WeSt 7th, suite 200
CtTY: SQOkane STATE: WA ZJp: 99204
PHONE: (work) 458-6840 (hame) (fax)
1_OCATION Or PROPOSAL SITE (gcneral descrihtian hy which direction und how far fram roatls And intersections
nnd otller commanity features):
Sout of Guthrie Acre Tracts in the NW 1/4 of the SW 1/4
SECTION(S) 4 TOWNSHIP 24 RANGE 44
,
I HAVE ATTACHED THE LEGAL DESCRIPTiON OF PROPOSED S1TC : (X)a YES
(AtiACIi legnl descrintion for tlle entire are9 to be subdivided on ihe Preliminary Sttnrt Ptat map stpmped by n
Wnsliington State licensed I.and Surveyor)
STRECT ADDRESS OR PRtJPOSAL SITE (if any): unknown
NAMC OF PUaL[C ROAD(S) PROVIDiNG ACCESS: Pi erce Rodd, Gertrude Dri ve
AUDiTOR RECORDIIVG NO.(S) OF PRIVATC R4AD EASEMENT(S) AND MAINTENANCE
ACREEMENT(S) PROVIDING ACCESS:
ASSESSOR TAX PARCEL NO.(S) OF ['ROPOSAL S1TE: 44042.9123
STZC OF PROPOSAL SITE (acres or sq. Fc): Z_,11 Acres
ASSCSSOtt TAX PARCEL NO.(S) OF AUTACENT LAND OWIVCD OR CONTROLLED:
Larqe Amount See Assessor's Maps
SiZE OF ADIACENT LAND OWNED OR CONTROI.LED (acres Ar sq. ft.): 300± Acres.
DESCRIQE EXISTING USE(S) ON E'RO['OSED SITE (such as buildings, well, sewer drainfield and athcrs):
EXTSTING ZONE CLASSIFICATiON(S): SR-1 ,
COMPREHENSiVE PLAN CATEGORY: Surburan+
DOES THE PROF4SAL FROIJT ON AN ARTERIAL OR PLAIVNED ARTERIAL : YES NO
NAME(S) (3F ARTERIAL ROAD(S):
LIST PREVIOUS SPOKANE COUIVTY ACTIONS TNVOLVING TH1S PROPERTY: (such as Tax Segregation
Application, Certificate or Exemptions, GA or EA Af fidavit, Other Subdivision, Zone Change, Variance,
ConditianAl Use, Temporary Use, SEPA Review, Dependent Reiativc, Zonins Code Violation, or Others):
Certificate of ExemQtions
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PRELiMTNARY SHOYtT PLh i APPLICA'i'ION , • Page 2 of 5
PROPOSED USE OF PROPERTY: Duplexes Maltifamily dwellings
Single Family dwellings kx) 6usiness Indtistrial Mixed Use
MAnufactured homes k ) Olher ( ) - Describe:
PROPOSED NUMDER OF LOTS: 2
PROPOSED ACCESS`TO LOTS: Private DrivewAy, 3 lots as tess Private RoAd, 4 lots ar more
Public R/W willi PrivAte Access( ) I'ublic RoaJ (4x Caunty Arteria) State Hishway t)
DESCRiDE ANY COMI3INATION OF ABOVE TYPES OF ACCESS:
IS QEDICATION OF LAND FOR PUBLIC USE PROPOSED (Roads, Parks, Schaols, Open Srace, ather)?
YES NO (X)q IR YES, EXPLAIN:
HAVC YOU PROVIqED ACCESS TO ADJACENT PROPERTY THAT 1S "LAND LOCKED" WITHOUT
ACCESS TO PUBT)IC ROAD? ( X) YES NO
iF NO, EXPLAIN WHY:
1
.
PROPOSED SOURCE! OF WATEX:
[ndividual wefls • Public system (0 Private Community System
Other ( ~ • Descri6e:
3
PROPOSED MEANS OF SEWAGE DiSPOSAL:
Pubiic Sewer t Community System Septic Tank And Urainfield (x)x
Doubtc Plumbing,~} Dry Sewer Ollier Describe:
1
UTIGITY COMPANIES AND DISTRICTS TO PROVlDE SERVICE TO THiS PROPOSAL:
,
Electricity: WP , Gas: WWP
waeer: Spokane Co. Water Dist. #3 Sewer: N/A
Phone: US 44est Cable: COX
Firc Dislrict: #81 ~ Schpoi: Central Val l eY
Otlier.
1S THE PROPOSAL SITE ADJACEAIT TO OR (HC[.UDE A WATER BODY? YES (~9 NO
.
(exrhsec) standing wate,r, pond, year raund strcAm, river or lake) LiST:
~
DOES THE PROPOSAL SiTE HAYE ANY WETI..ANDS? O YES (x ~4rIA
(open wa(er, seasonal watec, marsh Areas, water saturatcd soils or wetland plants such as "cat tails") LiST:
i•
-
WH[CH TYPE OF WFTLAND E}C1STS ON THE SITE? Type I( ) Type 11 Tyre III Type IV
TF WETLANDS EXISTS, HOW CLOSE TO THB P-DQE OF THE WETLAND WiLL DEVELOPMENT BE
AL.LOWED TO BbILD? FEET EXPLAIN:
DOES THE PROPOSED SiTE'PRESENTLY HAYE F'ISH OR WILDLIFE HABITAT'' (X) YES NO
EXPLAIN THE KNOWN TYAES OF WIt.DLiFE: There mav be some deer, sonqbi rds, and smal 1
v.ar.mits - ~
DOES THE PROPASED SITE HAVE CRITICAL AREAS (such as slopes Aver 309'0, unstable soil or rocks prone
to Inndslides, sever erosion, flooding or otlters)? I.IST AND EXPLAiN: _
N/A
QQ YOU HAVE ANY,PL~~NS FOR RUTURE ADDiTI4NS, EXPANSIONS OR FURTHER ACTIVITY
RELATEQ TO 1'HIS P OP4SAL? YES (x ) NO IF YES, EXPLAIN:
There may berfuture action taken on the rest of the 300± Acres deQending on
,
GMA Boundar''"s ~and other development activities in area. Nothinq planned at
this time. ~ 4
PRELIMINARY SHORT PLi.. .►PPI.TCATION . Page 3of 5 .
PART II
SURVEYOR VERITICATION
IPatri ck J. M001^e (print name) A WASHINGTON STATE
LICENSED LAND SURVEYOR, HAVS COMPLETEp THE iNFORhtATTON REQUESTE
D E S C R i P T T O N A I V U P R E L I M I I V A R Y S H O R T P L A T H AVE BEEN PREPARED BY ME UN ~ QY1. ~ r
SUPERVISION IN ACCdRDANCE WiTH TEiE REQUIRf:MENTS OF THE SPOKANE C /SUBDIVISION REGULATIONS ANU THE LAVIIS OF THE STATE OF 1NASHINGTON. 5~~3' •,r~ y
THE ACCURACY OF THE COUNTY t3ASE MAPS,1 HAVE SHOWN THF L.OCAT[OH :
:
PROPERTY IN RED ON THE ATTACHED COUNTY ASSCSSOR fvIAA ANn TH TT•~I
COUNTY C ELR MAP.
.
. ; a
SIGNED: 91 2=0 y P0P70nFZd6 DATE:
ADDRESS: 707 West 7th, Sui _a IQfl PHONE:
Spokane, WA , ZIP:
PART III
PURSUANT RCW 30.70 A, THE APPLICANT AND THE APPROVA[. PROCESS REQIJiRES EARLY
COORDiNATION AND iNF4ItMATION. PRELIMINARY AGENCY CiONSULTATiON IDENTIFIED BELOW.
FIRE MARSHALL i I+IRE DISTRILT
RCW 35.70 B requires early coardination and information
A. THiS PROPOSAL IS WITHIN FIRE PROTECTION DISTRICT IvO. 6
r
D. WHAT IMPROVEMENTS NEED TO BE MADE TO MEE,T THE DISTRICT'S FTRE PROTECTION
RLQUIREMENTS?
4
C. SEE ATTACHED LE7TER DATED:
A. REQUIRED F1RE FLOW (gallons per minute): Gj~rM
~
I linue revi wed th ~r p nl nnul hnve nrtbised the applicant af the Fire District rpqrrireme~its.
z,.~,~ 12 -
IGNA RE 'il'i1.E DA'iE
WATER PURVEYOR
RCW 36.70 0 requiros early coardinatian and infonnation
A. 'i`HiS PROPOSAL IS W1TH1N WATER DISTR[CT: SpoK A046 CoUNTY wRTER 0 1 siW,7 #-3
N0T
B. SATiSFACTORY ARRANGEMENTS FOR DOMESTIC WATER AND FIRE FLOW HAVE BEEN
MAUE AS FOLLOWS:
A WATER SYSTEM PLAN MUST I3E PREPARED: Y E S (v ) NO
REQUTREMENTS: Pt v4MTEa rn~ ~iV 6X7eP4:5, l ON fnA Y ~
RE_ Q u i
C. SEE ATTACHED LETTER DATED:
1 have e ieived tlre opos nd Irnve nclWised tlie applicnnt of the District ►•eqcrireir iits:
oKKC-- ZENGINE69 ~2 9~►
6,' StaNA'NRE AP&4n/
Ti'iT_E DA'IF
~
SPUKANE CUUNTY EIVGINEER - RUADS
RCW 36.70 D requires tarly coardination and information
A PRELIMINARY DISCIJSSION NAS TAKI?N PLACE, A COM LET APPLICATION MUST
iNCLUDE: CW ~ [-)-e e0ke~a
D. S@E ATTACHED LE'i'i'ER DATED:
After a prelintiilnry review of the prnposal, l lrnve advi.sed tIle npplicnnt of .some of tlte
Cottnty Ertgttieer Roarl requiremeitts. A cninplete antl tletniled review will be provicled
after the applicntron is si(bmitted, wliich ivill resirlt in n co plete list of reqicirenterits trnd
conelitions rdihg odis' ns nccess to the propasa .
` S[GNA RE TrttE AATE
.
PRELIMINARY SHORT PLh, r1PPLICATION • Page 4~ of S _
SPOKAIYE COUNTY CNGINEtER - DRAYNAGE RCW 36.70 8 requires early coorclinntion and information
A PRELIMINARY DISCUSSION HAS TAKEN PLACE, A COMPLETE A PLICATION dv[UST
1NCLUDE: 1~~~P~~i ~
B. SEE ATTACHED LETTER DATED:
After a preliminnry review of the propnsaf, I Itave ntlvised the applicnnt nj.sn»te of tlie
Caiuity Engineer Drnl►rage reqeiirements. A co»iplete anrl detnilerl review tivill be
nrovrdetl after the anplictttio» is srrbmittetl, tvl:ich tivill restilt irt tt complete list of
requ' 7!!7d coi iti re~ rtli~tg provisions for drattinge forthe proposcrl. -stcNATURE T7nLE pnIE
SPUKANE CUUIVTY UTILiTIES RCW 36.70 B requires eurly cnordination artd informucion
A PRELIMINARY DISCUSSION HAS TAKEN PLACE, A COMPLETE APPLIGATION MUST
TNCLU[3E:
i3. SF-E ATTACHED LE'iTER DATED:
After a prelimintrry review of the propo.cnl, 1 hnve advised the npplica►tt of some of
the Coirnty Engineer Utilltles requirements. A cornplete and tletatled review tivi!l lae
provided after tlie npplicntiori is strbmitted, vvjiicJi 1wi11 resirlt in a co►nplete list of
requirtments nnd coni'litions regarding provdsrons for trccess to the proposnl.
SlGNA'iURE TI'T1.E DA'tE
SPOKANE Cl)UNTY IIEALTI3 I)IS'TRICT
RCW 36.70 i3 requires early coordinAtion and information
A PRELIMMARY DISCUSSIOrt HAS TAKEN PLACE. A GOAolPI.ETE APPI.ICATION MUST
.
IidCLUDE: .
D. SEE ATTACHED LEITER DATED:
After n preliminnry review of the proposnl, I have ntlvised tlte applicrrnt of some of the
Spnknne Corrnry flealllt reqrrirements. A complete nntl detailed revie►v will be provicled
nJter tlte applicatinn fs sirbntitted, tvlticlt tivtll resctlt in n cootrplete list of reqccirerttents anrl
co,itlitions regnrciing Nealtli provisions for the proposal.
SIGNA'itJRE T1'I1.E DA'TL
. ,
SEWER I'URVEiYUR
(City of Spokane or Liberry Lnke)
RCW 36.70 Q requires enrly coordinotiAn and inFnrmation
A PRELIA+IINARY DISCUSSION HAS TAKEN PLACE, A COMPLETE APPLICATION MUST
INCLUDE:
B. SEE ATTACHED LET['ER DATE[?: After n prelitninnry review of tlie nropASa1, l have advisecl t1►e applicant of some of tlle
Seiver reqrtire►nents. A cotnplete ttnd detctiletl revietiv will be prnvided nfter the nnplicntion
is srrbrnittetl, wliicli will resetlt in n complete lfst of requireinents and cnridilions regnrrling
Seiver provisinns for the proposal.
S[(3NA'tURE TI'iI.E DATE
~
.
~
PRELIMINARY SHORT PLAT APPLICATION • ° Page 5 of 5.-
. .
VV'A3HINGTON STAT'E D4MRTNIEt NT UF TRANSPORTATION •
(NOTC: Signature requirecl only if access is nrovided fram a State HigllwAy)
RCW 36.70 8 requires earty coorelinatidn and information
A PRELTMINARY DISCUSSIAN HAS TAKEN PLACE, A COMPLETE APPLICATTON MUST
INCLUDE:
B. SEE ATTACHED LETCER DATED:
After n preliminary revrew of the proposal, l have advised the applicnnt of some of the Stnte
Higliway requirements. A complete and cletailed revie►v will be provided nfter tlre npplicntion
rs srtbinitted, which tivill rescrlt in a complete list of reqrrirements and conditions regartling
provisi for HigJrway s to tlie proposal.
~
SIGNA E - TPRE pq'TE
~
PART IV '
LEGAL OWNER SIGNATURE
(Signature of legal owner or letter of authorization from legal owner)
1. Lprrv Guthri e, LSR Properti es . ,(print name) SWEAR OR AFFtRM THAT THE
ABOVE RESPONSES ARE MADE TRUTHFULLY AND TO TTiE BEST OF MY KN4WLEDGE.
1 FURTHER SWEA[t OR AFFIRM THAT I AM THE 4W'NER OF RECORD OF THE AItEA PROPOSED
FQR THE ABOVE IDENTIFIED LAND USE ACTION, OR, IF NOT THE OWNElt, ATTACHED HEREWITH
IS WRITTEN PERMISSION FROM THE OWN@R AUTHORJZING MY ACTI4NS ON H1S/HER BEHALF.
I FURTHER SWEAR OR AFFIRM THAT I HAVE ATTACHED THE SIGNED AND DATED "AFFTDAVIT OF
ADJACENT PROPERTY OWNER / TAXPAYER ADDRESSES."
NAME: Larry Guthrie, LSR Properties DATE: 12/17j96
ADDRESS: 13419 East 32nd PHONE: 922-6121
Spokane, WA • Zjp; 99216
r fz- /Z y~
~
~JGNATURE ~ DATE
N'U'I"ARY '
(For Part 1V ahove)
STATC OF WASHIIVGTON ) ss:
COUNTY OF SPOKANE )
SUBSCRIBED AND SWORN to before me this ~ ~)~ay of 19
NATARY SEAL
NOTARY SIGNATURE
~TARy Natary Pu lic in and for e State Af Washington Residing at:
_ ~
l002'Tl0f
My eppaintment expires:
PART V
(Tn he cnmpletcd hy the Division af Iiuil(linS antl Planninb)
nATE SUBMIITED: PLANNER:
TOTAL F'EES: RECEIPT
FILE COMPLETE APPLICATION:
NSTR. SNQRT /U11 AN • MJ3tN JN
`
CLC -
Associat@s Inc. -
FOHMEHLY
Ito
Spokane. WA 9920400 RECEIVE
sos-ase-seao ~
509-458-6844 Fex MAY 2 5 Z000
Spokane, wA - Denver, Co May 24, 2000
CLC # 96254 Q~OrIK4NE COUryTy ENCINEER
Spokane County Engineers
Engineering Development Services
1026 W. Broadway Avenue
Spokane, WA 99260-0170
Attn: Bill Hemmings, P.E.
Re: Drainage Ditch Associated with SP-1129-97
Dear Bill:
Our office has recently been contacted by Mr. Steve Guthrie in order to resolve
the issue of a permit being denied on parcel # 44042.9134 in the Ponderosa
area of Spokane County. The existing drainage channel has apparently been
modified since we were last contacted in April of 1999 by the landowner adjacent
to the drainage channel, and concerns regarding the stromwater damage to
downstream properties must be addressed.
In order to lift the flag on the permit, I had spoken to you about what needs to be
done. I have made a site visit and taken the enclosed photographs, and am
satisfed that reconstructed channel is of sufficient configuration and material to
handle the previously calculated flows. The concrete/riprap previously placed
has been completed removed. The riprap now in place varies in size from 4" to
12", the channel has been reshaped to a vee-shaped configuration and the
channel sides have been raised and armored with riprap. New filter fabric was
also installed.
The repair work was done on this some time ago, and though we did not inspect
the reconstruction, the enclosed pictures indicate that grass is established and
the bank shows no sign of erosion, despite spring rains and substantial storm
events we have recently experienced. The neighboring landowner, as I
understand it, is satisfied with the reconstruction as well. We therefore request
an opportunity to revise the accepted plans as need be and allow the permit for
this parcel to be issued.
Plannmg
Engmeering
Architecture
Landscape Architecture
Land Surveying
Formerly IPE
, Dr.~inage Dilch Associated with SP-1,129-97
May 24, 2000
,ja,ge 2. -
Please -giver'me a~call if you have any comments. Thank you.
Sincerely,
CLC ASSOCIATES
"Susan Murphy,, Associate
SKMIsm
cc: file
Larry, Largent, Owner Lot 3 Block l Valley Vista~ Estates.
Claire Wri'ght, prospective laaidowner
~
~
INLAN.D PACIF-IC ENGINEERING, IINC.
,July, 1_2 , 1998
,Mr-. Davi'd Berto
Spokane County Eng-ineer' s Of f ice
°North. 8.11 ,Jef f erson
Spokane, Wasbington 99260
RE: SPOKANE COUNTY SHORT PLAT.# 1129-97
Dear NIr. . Berto :
Enclosed please_ tind two copies of the draft f inal shor.t
plat ref erenced above. Pl~ea'se, rev~iew f or f ina 1 approva-l.
Enclosed a1-so is a, check for $1.00 .for the f'inal check fee
and, a siqned- -Fee Agreement and a copy of the plat
certif icate .
If you have any questions, -please do not hesitate to ca11.
Thank you.
S incere-ly ,
-INLAND,PACIFIC -ENGINEERING CO-.
-
Billie J. Sparling
BJS/bj s
.Enc.
I
,
I
~
~
707 WL-st ?lh • Suite-200 2020 Lakewoad Dr,ive,• Suite 205 I
Spokane,lNA 44204 ' Coeur'd'Alene, ID 83819
509458-6890 • FAX:504-958-68,44 208-765-7784' • FAX: 208-769-7277
. ^
• O ~
!
♦
OFFICE OF THE COUNTY ENGINEER
SPOKANE COUNTY, WASHINGTON
TO: BILLIE J. SPARLING
FROM: DAVE BERTO
DATE: July 16, 1998
SUBJECT: languagc- for SP 1129-97
The Border Easement as shatian hereon are hereby granted to
Spokane County and its authorized agents, and tQ the pub??c far
road purpases, including but nat limited to curbs, sidewalks,
drainage, signage, and other usage deemed nECessary by the
Spokane County Engineer far the safety and welfare of thz Public.
No fence ar portion thereof will be constructed w_tY:in said
easement without permission of -the Spokane County Engineer, nor
will any objects be placed in said easement that aould obstruet
the sight distance necessary for safe and efficient vehicular
movement. Any other easements granted or dedicated within this
Border Easement area will be subordinate to the rights created by
this easement and are subjec-u ta Spokane County Engineers permit
process priar to usage.
Spus-1,129-91 ~
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2100
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25 GAPHIC SGIE
,oo eo , OIVI910N OF O1JILpING ANp PIMNING
rr"\y / L'r ^ ~ i J11 ' ~ i ~~-~'I -
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tn.t`~.., LEGAL DESCRIPi14N
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a n
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9 1~ 1L ~ , ru3.4a 3x4w, a~ w.aa u.
' L. _ ~ - ~ - .7. ~ - o! 2t0.00 Iot Wact 9ABsMrE paroM Mtll IM
na9+~~ Oa+nday of qrtHICQ iAMIT 1RACT5 o Etrkna M
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ry'`~'~ r-~ -'~,i ' • - ~ 1 1 ContaGidq t.70 Aa.. mm a Ma
~ 1 "1 'I I ,T w•~f~7~ • .I 1~~~~~~.~..~~► i 1
G~T~ nRiC ~„~~1iII►. i R,y 71
~ , I ; , . SITE DATA
iQ1Al PUl ARE► 1,79 b,
1y : L totK ►wweEx or Lars a tc~s
wATca weuc wMm - svoKME oc. rrATEa asr. Ha a
1 , rL- ~ , ,r"'' ~ SEriFR INOrvIDtN1l ON-SrtE SCwNCE DlSPC6Al
' " , ~ • . r~ ! E7QSiII4I IONE UR 3.5
I~
, SPONSER SURVE1fOR
WtR1' GNIISRIE PATRlCK MOORE
LSR PROPfR11FS UfWID PIICGIC EHdNEEAINC CO,. IHC.
13419 F11Sf 32N0 707 WEST 71H, SUIfE 400
BPOKANL MJI 69216 SPOKAHF- wA 99201
(S09) 922•8121 (309) 4b6-6840
PRELIMARY PLAT
~ S,,~S CERTFIC►,IE OF
f A ~ 1Nv map rof preporo0 py mr a unOn nry ~Q+~• ~"~a ~iAA
~ INLAW drat suparbkn In eonformanoe .M lAe
~ PACFIC rualon OrdGionce e~ne touna Sub- ~ ~ NOR'T~HEA3T 1/4 9
ENO~rro F
SECTION 49 T,24 N., R.44 E,, W.M.
Pobkk J. Yeon. PLS SpOFuANE COUNTY;' -RASMNGT0N'
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