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HomeMy WebLinkAboutLUA88-021 -` �•. ?6 \ - , j d --- i 1... >> otco F �^ ��,,�/ • I4.13r COW3TiR \_.^ 6 o .�i - ppi�p MRNE - "`.x3O9.or, '�.. ^ - \` _y _Ra/5' . CONSTRUCTIP4,c1-TRAtlC£ (Th • .' : " , 40P a� �id�'^ =wareu exlsnua Itro s' Low c -i":11—.- \ ,,SE:(344\1 •,,, IN ,iv,,,t, sEe care¢ Ck iiir VIALS ,.4. � 1,� •Z�N, ! • / 3 alliVi�w 344 N 4. `` • t TE /t/ _ Z f \ VII 4 44 t •_ i tE 2923.3_, •! B dU \3,0 '. j` \ ROCK NMLL 3 - _ --- \ T ! I �� a �� ��,\z !W ti. c y 2 \ \ _ lsxr2>,SSE r y 7 '�,� ;�r.•� —+ '` z F gEEF4 3` CELiIN NWGL�+ �� R 7:' ��1 e'eoc� db _ p .Z _ -- WIL��� / (4� ' , • _!D\�ACCESS, i ` S1 S0 � � O - �\ \•`x YF' : Yf.- S`E �FEBHorE 4 R.44D. SE£ r \'w i 30.0F ^�� ' S + �� ` /p- `• E — `� =" , `,, 3� /A'OO•,=.. _x i - SEI Ammon �f l �, ' '�/ �R QED -1MLVE VAULT - �_,_,� ¢ I ,� ?W/�HI32O.9r�. j41 7 ' .+i • - _ - __ ----. O •.:. / // Ito, s�--sN '7_ - �\� �3.• . t9.�o •3zlu' J ,; � r ' �t - � R!w l"'- . \ - ;rt. ♦� aer'Mike/•ND Me tr.so1 L..'�, ''" RE$�ERVC>/!Z ;a g•.~_� a \Q _ EAb WALL STA 2f+M.ii S A 9 a4 1 Y ' $ SEWN Vu4tL ! - ! ,,\,.` . l' _...END wA SrA /20.7440 m 3 3fo ee.r voK ev cwvcRrlF C�JB„WALL. • ,•', \ - - - -_ - _ - �NIAMM ♦ _ ���pp +, 4 32/.5�79�.�9 S F rnB,E 1 AND WEST WALL. PROFILE \~ - 1G /. ` Ci1G4V1EL 5'f+KF,r�t .3EE(,�� N - _ - e' + ,')' _ Y` 32174 ,_ ENi.,KA,-I SrA Z/fv9. 3/ \ / istis..3.# e �`. Ccx/ olArt x FNZ bAL srA /zr7�,:r �o t ?..441, / ♦ 00 nGEAICE,�'SF�E AMD W '* GKAVE[ SUKF�t� r,FF� X 2f/O 322. ?e �'%, e' _ .. -FF=N.'E:, ' F. (.,7 1 aala 322. ``. .z.t�O ,�',,: �.. '� ! +� _- - .\ ` 10'RJ7b1et /'���•'J2/.lO•. 3P2.5O'�\$'/ +J� rs OF `� \ ROOD RM' _+�. __',_ ✓ /.9.2 50//® ® 1 `3rR/! N�6 El CA NA /Q/`/, G. ^^'_i 7 \ \ \� \ Zo'w/D / - - - r -- 3ZZ.. /////m ' ® c i Hr I EE. nK+.sE'F 'es a,3 • datetTURAL !� •\ VCGETAT%ON ® I ® �'sG // "�S - (TYP)-?,\ I 30 •• ^'T` `UNO/ST NATUR,4� ` _- \ .' o / .� (''TQ^� VEGF.TATlb1�.�T,YI') . -way Nor' t TE -Pf!AN .. = r ?C * 4 .-_�j L,/`KwOSt..r1f� G / 'a..Nr0III�+2O S6NL` _NiZAO, - ,R6 E 1000 I 1 2 I 3 I 4 I 5 l -Z 3E30..- • 1 • • -'3' MATEIIZIALS SCHEI r t . \\ tO �,..,,; °,.,. _ �� . NUMBER it ip 5 TS// 4/-5' l.- ^f �' O N , �. F WESTERN y q vloo<. aE.„,nl 4v1LL. . �• ��� 0,, `� © � Fromm e ' D.a re/9t;o- -� 0: !�� so� �© �' ti �- - n5 �f� �. { IB(f1 CCU.J E NCE, 0, 2,'•'w/oF_AC S� 3/5 OG \\�- ca, G `- --- 9 NJ E.4 7/ ,-). CD, SEE n 4- :).f+, 7iJr L'JK .} ` cc ( - �� �\�� `\\ �� �e� O _ oV R� i4-,'J 3 PLANTING f4,-i� `- _ ` -. `� /b� �•I MULCH /'�„�- - C2S 7. �'E GERM �r /` �."'"; ;, .J,.\v 3 GUY STAKES yl 7'1 ,�-" ~` I3:'.G' \\\ _ - _.-- - -C2X2X3a F/R) ~ •n l © ' / / �`\2?�i sC 3=V.•,;. "\ - - > x LOCATED EQUAL :F �� F -' .. TREE_LOCATE • fr- p�{{ , STAKES/NS/DE ��� 2.! ` r RESERVOIR. \ Z OR/PLINE.NOTCN �1j�� .9,`_,�iff:NALL STAKE FOR If,QfieA ZI S/A 2,84 t - © WIRE 1 - �Y► l\ / 3:'.5. : tF1 •SH 3 -E 1.�:\'O'NEST Wq1 c- PXOfILE, Q -k' '.�V( uV ^ 4 ,. . _ _ - lh III ''_, iVA i ,., eE/NroKCEo 1 ' yr ,ra /z t 74., _ _ 1 CO.AIC eK/a WALL - / I ? SEE TEAsr WALL ` :� e,KAvEi-sue1Ac/ G, sr © ` \ -t,-o.. 1 Q<C) -_ 7 4/-O"SQUAT 7 TREE f'LAAIT/ )i+502Q 327.56:,, o, ',,,uo ® � NTS SO FUTURE " N .'=92/./O • 3 rJ -t �:- , 3225bA © 1 L/MJTS Ors-CLL,gR/J\(G,GRLBB/NG, Ra4D A./kV -_--_-y r! .�' �3225G//© r. © I STK/P5`/NG,EXCA UA71ON,AND Z"FYANT/NG I "J / J HYD,P03EEDlNG S£�'NO,TES 2 3 I __� .. -_.�,- � 3.:. © d MULCH I 2G'W/OE M 322./O/�/I-- -� ROAD,SEE n 11}� / O I ,6RM / . IUAJUISru,.PED I ® G O t k' u„,ur/a4_ 5 ve--c,F lay/J.v 3 ©,iy _ z a ' '- (T'YPj 50.\_�' 1 -L/NO',�'-LP E=C) NArUKAL \., jvD ` ve<aerAT/b �7YP) w MIA \, SH!?U8 PI 3°0' N O/°20 36"E' 3 5,1. -- rho LAAJO5CAP/A-1G / 'AA s izoo- . NTS E1 Oo /"=2Q/ O- flsc JR 5/L LER REUSE OF DOCUMENTS ""e ManjIH THIS DOCUMENT.AND THE IDEAS AND DESIGNS INCOR- BAR IS ONE INCH ON /y R.K LATTA PORATED HEREIN.AS AN INSTRUMENT OF PROFESSIONAL ORIGINAL DRAWING. CITY OF RFMON aiam m HuCHK SERVICE,IS THE PROPERTY OF CH2M HILL AND IS NOT TO BE 01•1111' YNNfHINOTON LANDSCAPI USED,IN WHOLE OR IN PART,FOR ANY OTHER PROJECT IF NOT ONE INCH ON SOUTH TALBOT HILL OEM gpyp WITHOUT THE WRITTEN AUTHORIZATION OF CH2M HILL THIS SHEET,ADJUST RESERVOIR NO. GATE REVISION ( BY APVD mcN2M HILL SCALES ACCORDINGLY. 1 I 2 I 3 I 4 I 5 j r l t t NOTES: /. COORDINATE SYSTEM f I- - - .4, SOUTH PROPERTY LIA r3Ja.D+ R=/gl A COG STRDCT/ON-ENTRALICE 2. DESIGN ONLY EY TA4 ' G7 Y+! 305.0 r G PROTECT AL OTHER. MATCH EX/STING ROAD GRADE DAMAGE. I 2O'DOUBLE -4, 3- LIMITS OF CLEAR AI4 R=/5' FLOW CONTROL A SWING GATE, /'� AND STRIPPING SH SEE^ STRUCTURE,/1 BEYOND TREES MAR 7 \ �� A SEE NOTE 4/ 6 1 REMOVED NOR 5EY01— I 7 - 'TI� R.50 �4- d=29` FOR THE EXCAVATION ` 3'/^L 4 ANY PROPERTY L/N '>�`,-, 1 4- FOR EROs/ON/SEDIM! u'�/f 'NIP"' CATCH EL 5 STORMWATER DRAIA 3L6'PEDESj9Z/,4N ,«"1 1 GRATE EL 30/,Ca GATE W/AC PATH' 11111111 •�� \\ r lE 29E 9*,72'9N Q-OLIT MENTS, SEE FOR ACCESS I \3� , / ` • �/ l �� _ `\ N1200 NIO '.=3` TA/9 70 , I 3/O.� r ` /EBOO A. I ��� R=50 `` 1- E BOO 3/z�a-43' 779)54), OCK WALL �u ��,`fTYP),SEE SILT FENCE, 20'W/DE.ACCESS „� 7 - SEE��¢NOTE 4 ROAD, SEE r\ 315.00 ':• :X 20+00 .�6 ..:: . ( L . 1 7 _ / 20* Ro ' \ 32/. 2/\94 7 \� !II f 19.70 V ROWER el. -4.- \ a / ''� '321,1d, TELEMETRY 3jZ - N) > \ A ENCLOSURE + • I. f'/ / \ RESERVOIR 4 2/+ 2' BEGIN STA 9+84-NL ! jI �000 f TRANSFORMER SEE SH 7LT Y Of �0} �9\ ' SEE 5-H /3- \+-® Ig-:•I REINFORCED CONCRETE CRIB WALL RETAINS NI 32l- •® 09 I SEE TABLE 1 AND WEST WALL PROFILE, N1 7O - 32/.75 , --ENO WALL STA 214-69.26 STA DESCWPT ON Dq REINFORCED 10+00 O ' ' T\` RESEKVO/R • CONC CRIi WALL X ,' _ RINGWALL, END WALL STA /2}'JQ.ECO 10+00.00 BEGIN CURVE 1059LI SEE 3 • 11+29.N END CURVE J .AAlD FT WALL_ ! \ - A /50 72rSo GRAVEL SURFAt^�1 , SF n 12+0557 BEGIN CURVE �•yPl F1�E, H.3 330 ` '� ELEFLOOq/ON \ 9 12+7180 END CURVE \ 32300 Y/ _ 20+00 BEGIN CURVE Y- k�' ® \ \7 _-..+ : FENCE, SEE �S 229 49 d• Z/./O 322. " \ - 20+30.98 END DURYE�2.50 7 21+15.72 BEGIN CURVE 19 ZO-• 32712 -%„t 21+8928 END CURVE �•32/./ . \ X 3 yy_ 30'FU7T,be2 \. \ - 22 LIMITS OF CLEA.�/N(G,GRUBBING, R040 R/W 340 250�/ I STRIPPING,EXCAVATION,AND HORIZON, .- �� �X 34' NYC50555D/NG.SEE NOTES let 3 24'W/DE �\ 3,Z-/O/�/Jf.� CONTROL NT ROAD,SEE( `'r )' X I/t00 J e...---2, NUMBER NORTHING / 7. X e t 1140.00 343 'I 3 1000.00 1000.00 1 'UNOISTLIR-bED . 3�5 r " 1140.00 1 NATURAL,- 11 I 1170.17 " TURA<- • 1070.00 `9 �/ .( ,l 11 114G00 q'Ll 4 13 115823 "''°�- SITE PLAN "ouzo 56' �' __PAL _ ;. ;2 3p -35_-- E7000 4 N l2OO 5 1280.00 /"=20' E/ODD 4 A Clinlii bSGNJ R MILLER REUSE OF DOCUMENTS V "'F' s""`F S — THIS DOCUMENT,AND THE IDEAS AND DESIGNS INCOR- BAR IS ONE INCH ON CITY OF RENTON DR P R LATTA PORATED HEREIN.AS AN INSTRUMENT OF PROFESSIONAL ORIGINAL DRAWING. OF RENTO GTON • SERVICE.IS THE PROPERTY OF CH2M HILL AND IS NOT TO BE 0111�1' SITE P yru CHK USED.IN WHOLE OR IN PART,FOR ANY OTHER PROJECT IF NOT ONE INCH ON SOUTH TALBOT HILL ' APVD WITHOUT THE WRITTEN AUTHORIZATION OF CH2M HILL THIS SHEET,ADJUST RESERVOIR NO DATE REVISION BY APVD ACH2MHIU. MN FS ACCORDINGLY. CITY CF RENTON Y�,.4 • ` fir - ^i,V'� �" T• i Y • {y.j{�{y�g • ,. • .y, yi 1�4' +F ,.M , j yi•` - • _r A M..r�. 'x: a ., ,T a , ix 9 r` .�., •° ,t i r p F ot. '►y E# , "�' a R �' 'ice.. `' rot ,. w t 7 ° 6Y e i +t+ 'f � 1/4 lel. �` g a t,� y : t.} �t y6 a., -�. >} ` .�tTe ;at'1 ' ,N "`(" ,' ; , ;' ,4' ' i• ‘'.ik" .., .. . 1p.4 t Mt.£ y,:; ":w-~. .' i ,•'' t -,•%.,*,,, .,,,T,,,.:04,:;,/ ;‘...• }")44*4'4' '::' . '11,,,v: v :.14'.'4,01/41c:, ',',-','''' l':,i'''..';'"- ' ,...,-.4‘1.i': '''"'4:'12,.t1,rt z # teat fit. �y 4. }g .. r ,y x #� r a 1 XVI V rya Y <I!" �c', - egg*" it-� ;4 >-: >b' , 41/4 r a xi , y . J`3.: rslU .,� & 3 b P D Y° `4. , f PS ,f�p�y y.�,y� '" " 1 * ', kc g`... S y`Y lit ii y6 . , .mac a'tR j4e1 {, 1-'-.,, • -.* •4• ,st , - , ,,,, ,,,...;.• .\,.. Filk.•, •r.. %,-w n j'.. e i .�Y, x,�,� {'1* s' .-„ €Pa 9. ',x 4"'-� r.,# ' . z"a e ..:.3 ,g • S' °a ,. .y, : La y "ms% ? tra Y,`'v d•,' y �p • s p _ 4 _ d t, As E�}xA • l rt4 1 ,' t t r m �rr rE t amk e�>4 ` 4 :#4 L'` 4.` . -"T 'r'l 4-=•-‘- li..e'-' ---,-Nr,4-...t< r...•-'•‘• - -, aw l., A" , ,,,, x � 4 tr4• x s, S 1ll .` x ',-.i,i1.7e.i.i.,., - „.., *7 .‘", . * ft 1 0 , .' ' : r--- , ti„ .7/ .1/4, „:1 . s# a s�� ,, a :14 4 ` .k, y ( t` ' ' �r !a � ice. 1.i :;_ra* £ j m =w�{� n.p ,y, r� �:`^, nrSrg1 7CE "",�y'r, ,,j,....vi!..„ 4112 el,„, , , ,,,,,,,, ..., ,,,,„,.„ 4„,, ,,* , ,,: ,,,,k....„ ,,,,:,;(.7.— , ..„.... .„4, „,....,,,,.„, ,, , . , . .,.4."htt„ t, , k, i . i' a 1 $ a{-• rN . . . A t "y."4' • "1Sy R�r y 1 °. NY , "��k? 21 i ..,,2 3''''4. II' s §a i w ' .s" ',A- t b ° ,s ., .' .' �ce ! J • ,, ..,,,,,.•pt, it,, i+ ' z, ` �`, * g €' , tte. . ,' " Faem:a' 3 • p - k. I ii `>*) a r a 4 _ ifilkyr ri *,, , ("71, y' ''. '''`.',. '.,„' ' l i fat 1"^}`trY �'� S ' O2 CITY OF RENTON COMPREHENSIVE WATER SYSTEM PLAN SUMMARY The City of Renton' s Comprehensive Water System Plan prepared by RH2 Engineering, P.S. , updates the previous Comprehensive Plan prepared in 1965. The 1983 Plan identifies the most efficient method for resolving existing System concerns and deficiencies as well as identifying improvements necessary to accommodate anticipated growth. The City's System, as it exists today, contains approximately 165 miles (869,367 lineal feet) of steel , cast iron, and ductile iron pipe ranging from 2" to 24" in diameter, approximately 3,600 valves, and 1,600 fire hydrants. Major existing facilities include four active wells, one artesian spring, nine booster pump stations, six reservoirs, and sixteen pressure reducing stations. The booster pump stations and pressure reducing stations are necessary to serve the four hills in the City: West Hill , Talbot Hill , Scenic Hill , and the Highlands. The City's System serves in excess of 10,600 service connections which represent in excess of 22, 500 equivalent single-family homes. This difference is primarily attributed to the number of commercial and industrial facilities served. The highest use of water for any day in the last five years occurred on July 17, 1979, when 15.6 million gallons of water were consumed in the System. In contrast, it is projected that at saturation development of the System, approximately 28.56 million gallons per day of water will be demanded within the City's corporate limits. It has also been projected that maximum day demands in 1993 and 2003 will be 19.8 and 21.9 million gallons per day respectively. At saturation, the City's System will serve the equivalent of 41, 200 single-family residences. A detailed capital improvement program has been developed based on computer analyses of the City's System with increased demands based on growth projections developed by the City's Planning Department. The present day cost for constructing all improvements needed by saturation development is 36.4 million dollars. It is anticipated that funding sources for these improvements will include water rates, developer fees, grants, and others. Also recommended in the plan are staff additions necessary for performing maintenance as recommended by manufacturers and the American Waterworks Association. An evaluation of rate increases necessary in order to : . accommodate this capital improvement program indicates that an average increase of 13% per year for the next five years is necessary in order to provide the infrastructure required to accommodate growth and resolve existing System concerns. It is simultaneously pointed out that the City has the lowest rates when compared with any of its ten municipal water system neighbors. This Comprehensive Plan is intended to serve as a guide for System improvements to be made during the next five years. In 1988, this Plan should be updated to reflect actual changes that have occurred. I i INTRODUCTION This Comprehensive Water System Plan represents the first reevaluation of the City's System since 1965. Numerous changes have taken place since 1965 in virtually every aspect of the System operation. These areas include, as examples, (1) growth in both number 'of customers and demand for water, (2) an increase in the number of facilities and their condition, (3) reduction in the number of staff and turnover of the specific individuals working in the City, (4) modifications in the financial characteristics of the utility, (5) an increase in legal constraints, (6) a gross change in energy management for the utility, (7) increase in adjacent systems' impacts on the City's System, and (8) environmental changes which affect the water quality as well as the quantity of water available, ultimately reverting to the issue of water rights. Significant changes have occurred in these areas since 1965, and each of these, as well as other issues, is discussed in detail in this Report. A large system size, the topography of the service area, and the unique demand characteristics of customers which the City serves are factors resulting in a very complicated System to understand and operate. Every attempt has been made to briefly document the current System condition and its operation as well as the need for improvements in a level of detail that will satisfy most readers. However, due to the sheer magnitude of the City System as well as the number of issues which must be addressed, this Report is lengthy and time-consuming to read in its entirety. Therefore, the Report is organized so that a reader may first review a summary of the Plan results as stated in the section, "Conclusions and Recommendations", without reading the background or detailed information which led to those results. Readers interested in a more detailed background should refer to the remainder of the Plan or examine the specific chapter that addresses the information des red. A review of the Table of Contents will illustrate that this Plan goes well beyond the information required in fulfilling the Scope of Work which was based on County and State requirements as well as original objectives of City Staff. Key members of the City Staff possessing an exceptional understanding of the System operation have provided an immense input to the preparation of this Report, enabling the Comprehensive Plan to surpass standard levels of accuracy and detail . Mr. Ron Olsen, Mr. Larry Savaige, Mrs. Arlene Haight, Mr. Bob Bergstron, Mr. Dick Houghton, and Mr. Mike Mulcahy are sincerely thanked for the long hours of effort they provided in resolving issues and proposing direction. ii CONCLUSIONS AND RECOMMENDATIONS The following conclusions and recommendations were made during the development of this Comprehensive Plan. They are presented in order based on specific topics addressed in this Plan. Support for the Conclusions and Recommendations made herein is contained in the appropriate chapters of this Plan. The reader is encouraged to examine specific sections where additional information is d es i red. SUPPLY 1. The City's source of supply which is provided from an alluvial fan of the Cedar River, provides the best water quality when compared with any of the City's 12 adjacent water systems. 2. The existing well supplies are somewhat vulnerable to contamination from surface spills. In development of future water supplies, the City should take steps to minimize this vulnerability. 3. A recently enacted law, the Cedar/Sammamish Instream Resources Protection Program, significantly limits the amount of water that the City can obtain from the Cedar River. The City's Attorney should prepare the best legal stategy to deal with this statute in order that the City be allowed to develop future supplies necessary to accommodate growth. 4. The City should vigorously develop new water supplies in addition to Well No. 9, which is currently being developed. Development of additional wells should occur not only in the existing well field, but also further upstream in the Maple Valley and May Valley areas. The degree of success in developing additional wells will determine the need to pursue other alternatives identified in this Plan. 5. The City should continue negotiations with the City of Seattle for renewal of the pipeline franchise and, as a condition of renewal , reserve an emergency supply, quantity, and rate at a level sufficient to meet domestic and commercial demands. STORAGE 1. The majority of storage in the City's System is located in the lowest pressure zone in the System. This is ideal for the lowest pressure zone, but results in a higher degree of vulnerability in the upper pressure zones. xi 1 2. Increases in storage capacity are necessary in the next few years in order to meet current storage requirements as well as to accommodate growth. The new storage should be located at higher elevations to provide service to the upper pressure zones. The Capital Improvement Program stated in this Plan illustrates this priority. 3. Although storage may not be constructed in specific areas for a number of years, the City should pursue acquisition of these sites now so that they will be available when needed. TRANSMISSION • 1. The transmission and distribution pipelines have reasonably good capacity in most areas of the City. However, some deficiencies do occur in pipeline capacity; and these were identified as a result of computer analyses of the entire System. It is important to note that these deficiences occur only during a fire or failure of a key part of the System. 2. Certain sections of the City's System are very old and the useful life of these pipelines has been or will soon be exhausted. In other areas, the pipeline material that was used during the original installation is of poor quality which also necessitates replacement in the near future. 3. Better reliability and increased capacity are needed in some areas. Improvements listed in this Plan will resolve these concerns regarding pipeline capacity, age, and material . BOOSTER PUMPS 1. Most booster pump stations in the City's System are old and need updating or rebuilding. Some of these existing stations are unsafe • and should be modified immediately. 2. The northeast section of the City's System (Highlands and Kennydale areas) is vulnerable to loss of supply from booster pump stations supplying this area. The Improvement Program recommended in this Plan recommends development of new booster pump stations for supplying the Highlands 435 and 565 pressure zones as well as the Kennydale 320 pressure zone. 3. The West Hill supply from the City of Seattle is also vulnerable since it is a single supply to this entire area. The City is currently constructing a new booster pump station which will supply the entire West Hill area from the City's lowest pressure zone (which is supplied by wells). Upon completion of this pump station, the Seattle supply will then provide the necessary reliability since it will be placed on standby status. • • xii I DEMANDS 1. The City's System currently experiences a maximum day demand of 15.6 million gallons. Peak demand rates on a maximum day approach 26 million gallons per day (1.1 mg per hour). 2. The projected demand at saturation for areas currently within the City limits and also for those areas outside the City that are not currently planned to be served by an adjacent system is 28.6 million gallons per day. This represents approximately an 83% increase in the maximum day demand and System capacity will need to be increased accordingly. It is anticipated that saturation demands, as defined in this Plan, will occur in approximately 35 years. Therefore, improvements recommended will need to be constructed in a period somewhat less than 35 years in order to have the capacity available to accommodate growth. The Capital Improvement Program shown in this Plan reflects this schedule. 3. Unaccounted for water (primarily leakage) should be monitored to determine when it is economical to reduce this component of System demand. Currently it is recognized that certain areas of the System have unacceptably high leakage rates. 4. Fireflow requirements for all types of buildings, especially commercial and industrial facilities, have a very significant impact on the size of System facilities, and therefore, costs of these faci l i tes. It is noted that these fi refl ow requirements must be met while the System is experiencing a maximum day demand. CONTROL • 1. The existing System is complicated since it has 12 different pressure zones, five different sources of supply, six different reservoi rs, nine booster pump stations, 165 miles of pipeline, and 16 pressure-reducing stations. The existing control system has the capability to monitor but a few of these facilities. 2. The control system currently being used is old and technologically outdated. Parts are no longer available other than by salvaging other systems. The existing control system should be replaced as soon as possible. The City should develop a new control system in phases so that increasing the levels of control and monitoring capability can be provided until maximum operational efficiency is attained. FINANCIAL 1. The City currently has the lowest rates when compared with the 12 adjacent water systems. 2. Increases in rates are necessary in order to finance the recommended Capital Improvement Program, refund replacements, and provide the additional staff recommended in this Plan. I I xiii DEMANDS '.. The City's System currently experiences a maximum day demand of 15.6 million gallons. Peak demand rates on a maximum day approach 26 million gallons per day (1.1 mg per hour). 2. The projected demand at saturation for areas currently within the City limits and also for those areas outside the City that are not currently planned to be served by an adjacent system is 28.6 million gallons per day. This represents approximately an 83% increase in the maximum day demand and System capacity will need to be increased accordingly. It is anticipated that saturation demands, as defined in this Plan, will occur in approximately 35 years. Therefore, improvements recommended will need to be constructed in a period somewhat less than 35 years in order to have the capacity available to accommodate growth. The Capital Improvement Program shown in this Plan reflects this schedule. 3. Unaccounted for water (primarily leakage) should be monitored to determine when it is economical to reduce this component of System demand. Currently it is recognized that certain areas of the System have unacceptably high leakage rates. 4. Fireflow requirements for all types of buildings, especially commercial and industrial facilities, have a very significant impact on the size of System facilities, and therefore, costs of these faci1ites. It is noted that these fireflow requirements must be met while the System is experiencing a maximum day demand. CONTROL • 1. The existing System is complicated since it has 12 different pressure zones, five different sources of supply, six different reservoi rs, nine booster pump stations, 165 miles of pipeline, and 16 pressure-reducing stations. The existing control system has the capability to monitor but a few of these facilities. 2. The control system currently being used is old and technologically outdated. Parts are no longer available other than by salvaging other systems. The existing control system should be replaced as soon as possible. The City should develop a new control system in phases so that increasing the levels of control and monitoring capability can be provided until maximum operational efficiency is attained. FINANCIAL 1. The City currently has the lowest rates when compared with the 12 adjacent water systems. 2. Increases in rates are necessary in order to finance the recommended Capital Improvement Program, refund replacements, and provide the additional staff recommended in this Plan. xiii I I 3. The City should update the previous rate study in order to accommodate the Capital Improvement Program, replacements, and additional staff recommended here. OPERATIONS AND MAINTENANCE 1. The present staff level is insufficient to accomplish the functions that are necessary in order to properly operate and maintain the utility. 2. An additional nine crew members are necessary in order to provide a " staff level necessary to adequately operate and maintain the System without additional growth. 3. As growth occurs and old facilities are updated, as well as new facilities being added, the staff level necessary to properly operate and maintain the System should be reevaluated.. PRESSURE REDUCING STATIONS 1. Some pressure reducing stations in the System are unsafe to enter and should be modified. Improved drainage and pressure relief valves should be provided in order to allow proper operation. 2. Additional pressure reducing stations are neede d in well rder to s atooimpdove ve reliability and maintain acceptable pressures as growth in the System. ENERGY MANAGEMENT 1. Power consumption occurs primarily in wells and booster pump stations. Older, inefficient pumps should be replaced with high efficiency pumps. 2. Some wells and booster pump stations have inherently higher efficiencies and their use should be maximized. 3. Back-up power supplies should be provided for wells and key booster stations. 4. The recommended new control system can minimize energy consumption and this objective should be accomplished in the development of the recommended control system. The above conclusions and recommendations summarize key points made in the remainder of this Plan. It is anticipated that the reader will desire additional information regarding specific points and the reader is, therefore, directed to the Table of Contents in order to locate the specific information desired. A general representation of the recommended improvements is illustrated in Figures 5 and 6. • xiv OVERALL SYSTEM AND MAJOR FACILITIES Shown in plan view in Figure le Renton Water i n the State of Washington.is rge in The comparison to most municipal systems following facilities are characterized by function: Source ---- Four active wells in the System and one artesian spring which supply water to the entire City with the exception of two small areas that are currently being supplied by the City of Seattle through the Cedar River Transmission System. Most water supplied to the System enters the lowest pressure zone which serves the downtown, Valley floor and commercial/industrial areas to the south. Booster Pumps ---- Pumping is accomplished by nine booster pump stations that are located throughout the City. Transmission and Distribution Pipelines---- Approximately 165 miles of pipeline are used to transmit water from the supply sources to the reservoirs and customers. Storage ---- Currently there are six reservoi rs in the System, and the majority of the reservoi r capacity is in the lowest pressure zone. Pressure Zones ---- Because of the City's topography, the System has been separated into twelve hydraulically different pressure zones. Pressure Reducing Stations ---- Sixteen different pressure reducing stations having various purposes and functions are located throughout the System. The System is complicated, requiring a good understanding of System hydraulics and of each facility's capability to ensure fully efficient operation. The key to understanding the City's Water System and its facilities lies in appreciating the need for the twelve hydraulically different pressure zones. They are, therefore, discussed in detail first. It is important to note that the water quality from the City's wells is excellent. In that are adjacentrtouality the City.n the water The sourcef ofm all hithis of the water systems 3 water is from the Cascade Mountains snowmelt and lowland rainfall which is conveyed in underground rivers called "aquifers". The water supply is pumped at the City's wells from the aquifer at the mouth of the Cedar River near City Hall . The City also owns an artesian spring, known as Springbrook Springs, which is located to the south of the City. It is believed that this source of supply is also from the Cascade Mountains. PRESSURE ZONES The System is divided into twelve different pressure zones for the purpose of providing reasonable pressures in the distribution system. The City currently serves customers within an elevation range of 30 feet to 500 feet. This range alone results in at least three pressure zone divisions and, therefore, four separate pressure zones. Physical barriers such as hills and valleys often prevent the extension of a pressure zone from one location to another. As an example, the pressure zones in the Highlands area have not been extended across Maple Valley into the Renton Scenic Hill or Talbot Hill areas, even though the elevations served on these two hills are similar. Thus, Maple Valley has provided a physical barrier which has precluded j of ni ng of hydraulically similiar pressure zones. As a result of these physical barriers and the elevation range served, there are twelve pressure zones in the City's System. Table 1-1 details each pressure zone, as it is commonly named, and the nominal hydraulic elevation that each pressure zone provides. The nominal hydraulic elevation is the overflow elevation of the highest reservoir in the pressure zone or the elevation that a reservoir should have if there were a reservoir in a zone which currently does not have one. Also included in Table 1-1 are the lowest and highest ground elevations served in each pressure zone and the corresponding pressure at those locations. Figure 2, The System Hydraulic Profile, shows the vertical relationship of the System's pressure zones and demonstrates how water can move up or down through the System. In the City System, water moves up throughe booster pump stations and down through pressure reducing stations. hydraulic profile illustrates how water can move vertically through the System, while Figure 1 illustrates how water can move horizontally through the System: With the exception of the West Hill and Scenic Hill , all of the pressure zones are hydraulically interrelated with the 196 zone. The West Hill and Scenic Hill are supplied by the City of Seattle' s Cedar River transmission pipelines and are hydraulically unrelated to the rest of the City's System. Their operation and behavior have no effect on the remainder of the System. The remaining pressure zones are hyd raul i cal ly related since the supply for these pressure zones comes from the City's four active wells and Springbrook Springs. 4 I ill ill TABLE 1-1 PRESSURE ZONES ill MAXIMUM MINIMUM MINIMUM MAXIMUM ill ELEVATION SERVICE ELEVATION SERVICE SERVED PRESSURE SERVED PRESSURE PRESSURE ZONE (FEET) (PSI) (FEET) (PSI) ill Kennydale 320 210 48 15 132 Highlands 435 320 50 100 145 1111 Highlands Elevated Tank 565 415 65 300 115 ill Downtown 196 100 42 15 78 West Hill 450 350 43 150 130 • ill West Hill 270 190 35 50 95 III Scenic Hill 370 200 75 100 117 Scenic Hill 490 380 48 200 126 ITalbot Hill 590 455 58 300 126 Talbot Hill 490 400 39 200 126 III Talbot Hill 350 250 43 125 97 Talbot Hill 300 175 54 50 108 NOTE: Pressures stated above are static values. All of this supply, if not consumed in the Downtown 196 zone, is pumped to a higher zone where the water is primarily used to supply residential and commercial demands. As an example, water consumed in the Highlands Elevated Tank 565 zone is first pumped from the aquifer at the wells into the Downtown 196 zone, then pumped into the Highlands 435 zone, and then pumped again to the Highlands Elevated Tank 565 zone. Another example is the route that water follows to supply the Kennydale 320 zone. This supply comes from the Downtown 196 zone, is pumped up to the Highlands 435 zone, and pressure reduced to the Kennydale 320 zone. The remaining routes for supply to each zone can be traced by following the connections shown on Figure 2. 5 It is desirable to have two or more connections (or supply points) that will allow water to move upward to a higher pressure zone or downward to a lower pressure zone. This maximizes System reliability by providing multiple paths or routes that the water can take when moving between pressure zones. The System supply is reliable since each zone has two or more supply sources, with the exception of the Seattle supplied areas, which have only one source of supply. However, some supply facilities are old, inefficient, and of questionable reliability. Some facilities are in poor locations hydraulically; therefore, in some zones a third or fourth supply is necessary. The West Hill and Scenic Hill are currently vulnerable to System failures since they have a single source of supply and no storage. Later chapters of this Report will discuss methods to resolve these concerns. SOURCE OF SUPPLY Springbrook Springs Springbrook Springs is located 4 miles south of the City's center and has been used continously since 1909 to supply water to the City's 196 pressure zone. The City has acquired ownership of a significant amount of property to form a watershed directly surrounding the Springs. A fence has been erected around the property to restrict access to and activities within the watershed. The springs are a natural flow of water out of a coarse gravel stratum in the side of a steep ravine. The water which exits the stratum is ponded behind two large concrete bulkheads that are backfilled with gravel , each at a different elevation. Perforated pipes within the gravel section collect and channel the Spring discharge into several large, concrete basins that are interconnected to a 20" pipeline which reduces to a 16" diameter pipeline on the site. The 16" pipeline conveys the water directly to the distribution system. A metering and chlorination station is located on the 16" pipeline within the watershed area. The chlorine injection in this station is metered and set manually. A third impounding structure at a lower elevation collects water which bypasses the intake and conveys this water to a stream. • The vertical and horizontal extent of the course gravel stratum which produces the Springbrook water is unknown. However, the general appearance of the exposed strata together with other surface signs indicates that the alluvial beds of sand and gravel are heterogeneous and may be discontinuous. The Springs currently produce approximately 2 million gallons per day. However, the output reduces to a range of 1.75 to 1.50 million gallons per day in late August or September. The City currently has a water right at Springbrook of 2.99 million gallons per day. A copy of Springbrook Springs Watershed Map and Ordinance No. 1557 is contained in Appendix C. 6 I I 4. Negotiate an acceptable period and conditions for the new agreement. STORAGE FACILITIES Water storage within the distribution system provides for (1) equalizing storage and (2) standby storage for firefighting reserves and emergency reserves. Storage is provided by reservoirs and elevated tanks located within the distribution system. This section will discuss the performance criteria for storage and the existing storage facilities. The recommended sizing and location of future storage facilicites are presented in Chapter 5. Equalizing Storagpe Equalizing storage provides the difference between the capacity of the sources of supply and the maximum demand rate (generally considered the highest use hour of the hottest day of the year). In water systems which service a large number of residences, the demand for water varies hourly and supply facilities are sized to meet the average rate of the maximum day demand. The maximum hour demand rate is typically about twice the average maximum day rate. If equalizing storage is not available to provide water during peak hours, the supply facilities and major pipelines would have to be sized for the maximum hour demands. However, during non-peak hours, much of the supply capacity would not be used. Instead, equalizing storage facilities are used to make up the difference between maximum hour and maximum day demand. The stored water is released when demand exceeds the supply and replenished when the supply exceeds demand. In this way supply facilities and pipelines can be smaller than if equalizing storage is not available and, therefore, the lower costs for supply and pipeline facilities are obtained. Standby Storage Standby storage provides supply during fires, equipment failures, or power failures. Standby storage is seldom used, but obviously is essential . The volume required for standby storage is determined based on the amount of water needed for fire-fighting reserves and other emergency conditions in the service area. The volume required for fire fighting reserves is based on City Ordinance which uses the Insurance Service Office (ISO) fire flow requirements and is equal to the amount of water required to extinguish the largest probable fire in the service area. Standby storage for emergency conditions provides supply during equipment or pipeline failure and is based on the Department of Social and Health Services (DSHS) criteria of 800 gallons per customer, or on failure probability criteria. Since it is probable that a fire and equipment failure could occur simultaneously, the quantity of standby storage should be the sum of the fire fighting reserves and emergency • 21 I storage requirements. Furthermore, the fire fighting reserves must be contained above the elevation that will produce a minimum of 20 psi pressure at the highest service in the zone, to allow the fire department to use the fire flow storage efficiently without cavitation in the distribution system pipelines or contamination in a customer's service. Existing Storage Facilities The City currently has six reservoirs, the characteristics of which are discussed below, and the locations of which are shown on Figure 1. 196 Zone The 196 zone has two reservoirs: (1) the Talbot Hill reservoir, and (2) the Mount Olivet reservoir. Constructed in 1976, the Talbot Hill reservoir is a cast-in-place concrete, ground level reservoir with a capacity of 5 million gallons and an overflow elevation of 196 feet. The Mount Olivet reservoir, constructed in 1967, is an above-grade steel reservoir with a capacity of 3 million gallons and an overflow elevation of 186 feet. The Mount Olivet reservoir is equipped with an altitude valve to allow the Talbot Hill reservoir to be filled without overflowing the Mount Olivet tank. The overflow elevation at the Mount Olivet reservoir is 10 feet lower than at the Talbot Hill reservoir. Both of the 196 zone reservoirs are supplied by water from Wells 1, 2, 3, 8, and Springbrook Springs. These reservoirs are in good condition, although better groundskeeping is needed at Mount Olivet reservoir. Highlands 435 Zone Storage The Highlands 435 zone has two cast-in-place concrete, ground level reservoirs which are located adjacent to each other and act as a single reservoir with a capacity of 3. 5 million gallons (2.0 and 1. 5 mg, respectively) and an overflow elevation of 435 feet. These reservoirs provide storage for the Highlands 435 and the Kennydale 320 zones. They are supplied with water from the Mount Olivet and the Windsor Hills booster stations. These reservoirs have been in service for a number of years, and a detailed inspection of their condition should be accomplished. Highlands 565 Zone Storage The Highlands 565 zone has one reservoir which is an elevated steel tank and is located on the same site as the Highlands 435 reservoirs. The tank, which has an overflow elevation of 565 feet and a capacity of 0.75 million gallons, provides storage for the Highlands 565 zone and is supplied water from the Highlands and the Monroe Avenue booster stations. This reservoir was_ repainted in 1978 with a graphic design complimentary to the City. 22 West Hill Highlands Scenic Hill Talbot Hill Rolling Hills Elevated Tank Highlands MWS 590 �, Elevated Tank Rolling Hills 590 �� Highlands MWS 565 ' 565 /0.1 M; 0.7 i Nelson MG 01 Fred Tiffany Park P.S. P P Seattle SupplyPS Highlands© Monroe Ave.© Seattle Supply l — Rolling Hills Seattle Supply P.S. P.S. Scenic Hill © Highlands 490 490 ill — 450 west Hill 435 MWS 46 9 1 i 8 6 7 99 12 Highlands 1.5 2.0 MG MG 3 2 1 13 14 16 Scenic Hill ti' �.' ',' ® 370 T i350 Kennydale Mount 10 320 en © QP Olivet EHst Windsor P.S. Talbot Hill -_ West Talbot West Hill 15 Hills 300 Hill 300 11 P.S. South Talbot 270 Renton P� (Hospital)P.S. North Talbot P �J Ina © Renton•Tukwila Hill P.S. P.SJPRV Interne ® 196 MWS 186.0 196 MWS 196.0 3.0 5.0 MG Springbrook MG N.C. Springs MWS 206 Mount Olivet Talbot Hill Reservoir Reservoir (� 4 P Y (� QP Y Well Well Well WaII Well 5 8 1 3 1 1 1 ® Existing Pressure Reducing Station&Number tild 0 Existing Meter Figure 2 Ili © Existing Pump&Motor Hydraulic Profile N ;g ill West Hill Highlands Scenic Hill Talbot Hill HillsIn nk ElevatedRollin Tank Highlands MWS 590 Elevated Tank Highlands Rolling Hills 590 Oft • Highlands MWS 565 ASV lit it 565 le 3.0 MG �0.3 MG (standby) Maple Valley 11 al ELI West Hill 0.75 MG 3.6 MG P.S./PRV Hills Four Rolling O Fred Tiffany Park P.S. — Seattle Supply / I I Rolling ®PRV'S Hills P.S. Q Nelson Q (standby) Reservoir Metered Connection Reservoir (standb1l� MWS 495 to W.D.63 Highlands Monroe Ave Seattle Su ply(standby) Seattle Supply P.S. Seattle Supply © ——— P.S. P - P.S. © Scenic Hill Ti—_ T Rolling Hills '— � ._ i IT3M 5 Highlands 490 490 3.5 MG 450 West Hill Reservoirs 435 -- MWS 436.9 4 5 6 171 9 12 Rolling Hills Adjust to Highlands 1.5 2.0 ® Q ® (standby) 0 ® Reservoir 495 MWS 490 MG MG _— 3 2 1 13 14 16 Scenic Hill ® ® V V rW ©Kennydale Change V 379 I MWS 350 V Intertie with P.S. setpoint W.D.107 to H.E.320 350 -^�ti Kenn ale Reservoir Mount (standby) V 10 T 3.8 MG 320 19 J © ©DIive Talbot Hill ® I 1 West Talbot South Talbot Hill West Hill , 15 3.0 MG Windsor P.S. 77 300 r Hill 300 Reservoir P Convert to ® ® Kennydale PS' O MapleValley Discharge South Talbot 270 Reservoir P.S. Elevation 490 Renton- Reservoir P.S. Q _n Kent © Renton-Tukwila ©Black River ®v Q West Hill North Talbot lJ lntertia ' Inter& P.S. P.S. _ _ Hill P.S. PS./PRV MWS 196.0 196 MWS 186.0 T 196 Mws 196.0 ® / Future Tie 4.0 MG with W.D.108 3.0 ., 2.0 MG 5.0 MG 3.0 MG Springbrook Black River MG .oa- N.C. Maple MWSn206 Reservoir Talbot Hill Mount Olivet Valley Talbot Hill Reservoir Reservoir Reservoir Reservoir 4 I Q4QQQQ Q Well May Creek yyeg Well Well Well 10 Well Well Future We'. 5 Well g 1 Vall Mapey le 1 1 3 1 Developme,i _with W.D.103 4ji • ® Existing Pressure Reducing Station&Number Figure 6 11 0 Proposed Pressure Reducing Station —1----- © Existing Meter Proposed ©QM Proposed Meter Hydraulic Profile Existing Pump&Motor 0 Proposed Pump&Motor CH2M - �zz 111 H I LL engineers planners economists scientists November 9, 1983 S13631 .R0 11 . Mr. Robert E. Bergstrom and Mr. Ronald L. Olsen City of Renton 200 Mill Avenue South Renton, Washington 98055 01 Dear Bob and Ron: Subject: South Talbot Hill Reservoir Predesign Memorandum Contained herein is our predesign memorandum completing 01 Phase 1 , Task 3, of the subject project. Following your re- view, we would welcome a meeting with you to discuss this memorandum. Following the City' s decision on selection of the reservoir site, we are prepared to begin Phase II immediately. Sincerely, Joseph R. Miller Project Engineer bt/se202n 11 Enclosure I 01 01 01 I Seattle Office 1500 114th Avenue S.E., Bellevue,Washington 98004 206/453-5000 CH2M::HILL PREDESIGN MEMORANDUM TO: Bob Bergstrom and Ron Olsen City of Renton FROM: Joe Miller, Project Engineer DATE: November 9 , 1983 RE: South Talbot Hill Reservoir Predesign Phase I, Task 3 PROJECT: 513631 .R0 PURPOSE The purpose of this predesign memorandum is to summarize the following predesign concepts for the South Talbot Hill Reservoir: o Geotechnical results o Reservoir configuration alternatives o Topographic maps of each site o Recommended site INTRODUCTION The City of Renton proposes to construct a water reservoir to serve the South Talbot Hill area of Renton, Washington. The City has contracted CH2M HILL NORTHWEST, Inc. , of Seattle, Washington, to investigate the location of a reservoir. Previous work has determined the size of the reservoir to be one million gallons . Hydraulic considerations require a maximum water surface elevation of 350 feet in the reservoir. Location of the reservoir is at two proposed sites. GEOTECHNICAL RESULTS The geotechnical aspects of constructing a water reservoir at each proposed site is contained herein. These aspects were obtained through subsurface investigation at each site. The subsurface investigations are designed to provide the minimum amount of information necessary to make recommenda- tions on the following geotechnical concerns: 1 . Foundation bearing capacities 2. Slope stabilities 3 . Backfilling and lateral earth pressures 4 . Settlement considerations 5 . Drainage considerations 6. Sits accessibility PREDESIGN MEMORANDUM Page 2 November 9, 1983 S13631.R0 These recommendations are included in this report. The recommendations presented are preliminary and based on a minimum of subsurface information. The final design will require additional geotechnical work as recommended hereinafter. SITE LOCATIONS The two proposed sites are located off Carr Road, south of the intersection of 103rd Avenue SE and Carr Road, in King County, Washington. The location of the sites is shown on a vicinity map of the area, Figure 1 . Site A Site A occupies the southeast corner of property owned the Covenant Development Corporation (CDC) . by 2 shows the contours and elevations of Site A as reproduced from a map provided by the CDC. The site area discussed in this section is considered to be where the reservoir is shown. The drainage area is the "downslope" area heading northwest from the site. The site is an amphitheater-shaped basin at the head of a drainage area serving the southwest corner of the property. Two medium-sized drainage channels, approximately 5 square feet, carry surface runoff and groundwater springs in a northwest "downslope" direction from the site. Springs from groundwater have been observed to flow continuously in these drainages. Surface vegetation consists of several large-diameter trees interspersed with slender young trees throughout the site and drainage areas. Thick stands of nettles and blackberry bushes in conjunction with the trees make the site difficult to access. The thick vegetation has formed a soft mat of decaying organic material on the ground surface. Ground slopes in the site vicinity range from 15 percent to 45 percent with an average of around 20 percent, as taken from the contour map of the area provided by the CDC. In the drainage area, slopes get particularly steep along the stream banks, but the average stream slope is around 20 percent as well. Most of the site appears to be stable in regard to potential slope failures. The root structures of the many trees in the area play a large role in slope stability and erosion control as well. One area showing MI PREDESIGN MEMORANDUM Page 3 11111 November 9 , 1983 S13631 .R0 signs of sliding exists at the bottom of the drainage area where natural slopes have been cut away for the placement of a parking lot serving the Faith Covenant Church. Erosion and slippage are slight at this time, however. Elevations in the site area increase from 345 feet in the southeast corner of the property to 360 feet traveling north along the eastern border and decrease to 300 feet going west along the southern border of the property. The parking lot 1 elevation at the base of the drainage area is at approxi- mately 250 feet. :::: Site B i Site B is located in the northeast corner of property owned by the King County Housing Authority. Figure 3 shows Site B as reproduced from a map provided by King County. The area, formerly a gravel pit, is now a proposed site for a mobile home park. Located within the proposed park, Site B was illIMM selected to minimize the impact of the reservoir on the park. The site is situated at the drainage base of a small, - ilimmi toured hill approximately 210 feet east of property owned by the Covenant Development Corporation. The proposed site is half on flat grassland and half on a 2-to-1 sloping hill. I It appears to be situated in the drainage area for a small portion of the hill. The hillside dips slightly toward this OMarea from both sides, forming a gentle depression containing small bushy trees, marsh grasses, and cattails. The drain-age area was observed during summer months to be very wet with standing water in places along the slope and at the hill base. Elevations across the site range from approximately 340 feet at the hill base to 420 feet at the top over a vertical dis- tance of 190 feet. Three 10-foot-wide benches are cut into the hill at 25-foot elevation contours up from the base to provide stability and drainage for the slope. i AREA GEOLOGY The Renton area is located on glacial till and outwash deposits, remnants from the time when glaciers covered the area approximately 13, 500 to 15, 000 years ago. The till material, termed Vashon Till, is characterized as a hard, 0 blue-gray to gray dense mixture of clay, silt, sand, and gravel. Special features of Vashon Till are unsorted mixtures of clay, sand, and gravel sized material with local PREDESIGN MEMORANDUM Page 7 November 9 , 1983 S13631 .R0 RESERVOIR DESIGN 0111 Preliminary reservoir designs that have been established for Pre Y Sites A and B and are presented in this section. These designs are similar to each other with regard to the geotech- nical aspects of their construction and could be transposed from their prospective locations easily. These criteria are 0111 necessary for proper evaluation of geotechnical design con- cerns associated with each site, but should be considered preliminary. Site A The reservoir selected for Site A was an 85-foot-square reinforced concrete tank with a capacity of 1 . 08 million gallons. The tank has 20-foot-high tapered walls, 2 feet at the base, 1 . 2 feet at the top, with a top elevation of 350 feet. The walls are supported on 14-foot-wide footings, 2 feet thick, with the walls centered 6 feet in from the outer footing edge . The tank has a 0 .5-foot-thick floor 1111 slab and a 0 . 7-foot-thick roof slab supported by nine 20-foot-high support columns, 20 square inches in area. Backfilling behind the east wall and portions of the north and south walls is expected. Site B 1111. The reservoir selected for Site B was a 95-foot-diameter circular tank made of prestressed concrete with a capacity of 1 . 06 million gallons. The tank walls are 20 feet high and one foot thick with a top elevation of 350 feet. The walls are supported on an 8-foot-wide footing, 2 feet thick, with the walls centered at 4 feet. Nine 20-foot-high support columns, 20 square inches in area, support the 0 . 7-foot-thick roof slab on the 0 . 5-foot-thick floor slab. Backfilling behind the east half of the tank is expected. RESERVOIR CONSTRUCTION AT SITE A Major geotechnical concerns associated with constructing a reservoir at Site A include the stability of foundation slopes supporting the reservoir and settlements associated with the soft materials present at the site. PREDESIGN MEMORANDUM Page 8 November 9 , 1983 S13631.R0 Slope Stability The desired placement of the reservoir is as close as possible to the southeast corner of the CDC property. The proximity of the reservoir to the corner is a function of the construc- 11 slopes that can be achieved in grading the site area to elevation 330 feet, which in turn is a function of soil type and strength. Although actual construction slopes are not specified, the reservoir location is, and this necessitates estimating distances from the property lines that safe slopes can be achieved for reservoir placement. Based on a temporary slope (construction) factor of safety of 1 . 2 and soil proper- ties characteristic of the medium-dense, fine silty sand found in A-10 and A-11 , a slope of 2. 25: 1 has been estimated to be minimally acceptable for excavation. This slope has been used to position the reservoir in Figure 2. In the event that seepage is encountered during excavation, well points and/or horizontal sand drains may be necessary to remove seeping water from the slope to maintain safety. An alternative to draining the slope would be to cut back the slope in the area of seepage. This may involve obtaining construction easements to extend the slope onto King County property. A minimum distance of 8 feet should be allowed between the _ base of the slope and the beginning of the construction area for safety and room for construction. It should be noted that steeper construction slopes may be justified if material significantly stronger than those found in A-10 and A-11 is encountered during excavation. If Site A is selected, addi- tional subsurface investigation is recommended in this area to determine actual material properties for locating the ' . reservoir. An alternative available to place the reservoir closer to the east property line would be to provide soldier piles and lagging to support the excavation. This would involve con- struction easements for tiebacks on King County property, however. From Figure 2 it is seen that, in order to construct the reservoir in the desired area with a base elevation of 330 feet, a fill would be necessary beneath a large portion of the reservoir. Stability of the reservoir and construc- tion considerations require that this fill edge extend at least 10 feet from the edge of the footing. This is the distance shown in Figure 2. PREDESIGN MEMORANDUM Page 9 1 November 9, 1983 S13631 .R0 i111 The slope and subsequent stability of the reservoir fill are a function of the material selected for use there with two principal options available. The first involves using an ► imported granular fill material and the second using the excavated material generated from construction. Both of IIthese options will be discussed. Granular fill is required beneath the reservoir foundation to reduce settlements in the in situ materials as discussed in a later section of this report. This granular fill can II be extended to provide support for reservoir stability as well. The imported granular II providing a stable foundation mfor rthe reservoir ial has the dwith aaemini- mum of erosion and deformation while providing for drainage of subsurface water seepage under the reservoir as well. IIFor a suitable, well-compacted granular material, slopes on the order of 2. 25: 1 are recommended, based on a factor of safety of 1 . 5 for a permanent slopes. Approximate external dimension for this fill can be visualized from Figure 2 II extended from the 10-foot construction boundary to just inside the dashed line in the figure. Quantities of the fill material are estimated to be around 4 ,000 cubic yards, depending upon how much of the loose in situ material requires excavation. Disadvantages of this design are the costs of important additional granular material for the slope and the -- requirements of disposing the excavated soil not used in construction. The fill material would be required to meet gradation specifications allowing it to be placed next to exposed in situ materials and also provide drainage for seep- ing water. Pit run gravels are recommended provided they prove to be weather-resistant materials having limited fines (less than 5 percent) and good gradation as defined by the Unified Soil Classification System. Actual grade specifica- tions are available for pit run gravels. The second alternative uses a zoned fill approach that incor- porates a granular fill material for the foundation base but uses the native excavated materials in conjunction with drains for the foundation slope. Using native material has the advantage of availability and abundant supply for a very low cost. It also eliminates hauling and dumping material offsite. For a well-placed material, a foundation slope on the order of 2 . 75: 1 is recommended. This slope can be visualized from Figure 2 , also. Drainage would be required to keep seeping groundwater from destabilizing the slope. Disadvantages of using this material include an additional drainage design necessary to maintain slope stability and the difficulties involved in compacting silty materials. r - fi PREDESIGN MEMORANDUM Page 10 November 9, 1983 S13631 .R0 The former problem is discussed later in this report; the latter is discussed here. Silty materials are very moisture sensitive with regard to compaction. When these materials get wetter than the optimum moisture content that is neces- sary to achieve a maximum density, compaction becomes very difficult. A difference of 5 percent in compaction would be impossible. Wet or optimum silty soils require drying before placement or additives such as lime or fly ash for stabili- zation. Either way, if wet conditions are encountered during either excavation or placement, additional costs will be incurred to place the material properly. In light of the above discussion, wet weather construction of the reservoir is not recommended for this alternative. The additional investigation work recommended for excavation slopes could be useful here, also, to get a better estimate of how much •W silty sand will be excavated and used for slope material. Bulk samples could be obtained and tests run to determine compactibility, strength, and permeability properties of the material as a function of water content. The use of soil additives for stabilization could be investigated at this time as well. Placement of either fill is a critical aspect of stability for the slope. Figure 4 shows a recommended procedure for fill placement. After clearing and grubbing of surface veg- etation, the loose silty fine sands should be excavated to dense, competent material and the fill placed as shown. Compaction methods achieving 95 percent of Proctor density, ASTM D 698, are recommended, tailored to the fill material used. A soils engineer is recommended to be present during construction to ensure that specifications are being met. 1111 The east wall and portions of the north and south walls will require backfilling after construction and testing of the reservoir. The backfill should slope down and away slightly from the reservoir toward a drainage ditch located at the intersection of the backfill and the construction excavation slope to drain surface runoff away from the reservoir and backfill zone. The drainage trench is further discussed in a later section of this report. Upon completion of back- filling, the construction slope would be of limited height and therefore would not be considered a stability problem. •� Hydroseeding and riprap at the toe of the slope for drainage purposes are recommended, improving slope stability. However, it is recommended that the upper portion of the excavation (5 to 10 feet) , which will remain a permanent slope, be cut back to 2 . 75: 1 if the material is the soft silty fine sand found in A-10 and A-11 . Oil PREDESIGN MEMORANDUM I Page 14 November 9, 1983 S13631 .R0 I Lateral Earth Pressures Material used for backfill at Site A is assumed to be the silty fine sands and medium sands found in the area of the Ilk reservoir. This material will be placed beyond the 2-foot drainage zone behind the west wall and portions of the north and south walls. Hand compaction techniques are recommended within 6 feet the reservoir wall. This is to minimize the lateral loads f imposed by backfilling on the structure and reduce vertical loads on the spread footings extending 6 feet from the wall. Because of the rigidity of the wall system, at-rest lateral pressures will be exerted against the wall. Therefore, use an equivalent fluid pressure of 65 psf against the wall as a result of backfill. This pressure assumes a moist backfill with no water table in the area; therefore, adequate backfill drainage must be provided. Site A Access Road Area An access road from Faith Covenant Church parking area up to the site is part of the proposal involving Site A. Because of the steepness of the existing slopes in the area, a maxi- mum road grade of 15 percent was established. This grade is considered steep for roads and makes it necessary to pave pit. A typical road cross section is shown in Figure 2. Figure 2 shows the approximate layout for the access road. The cut-and-fill boundaries shown are based on a 2-to-1 slope. This slope is the maximum recommended for these low, non- critical areas and will require stabilization through hydroseeding. Because of the low densities of the soils encountered in A-12 and A-13 , elastic settlements of the road subsurfacematerial can be expected as a result of truck loadings. This can be reduced by compacting a layer of free-draining granular base course material over the sands . This is rec- ommended for the access road. Also, potential runoff and groundwater seepage along and possibly beneath the road tie necessitate recommending a gravel base course material be placed beneath the asphalt surface. This base course mater- ial should be approximately 6 to 8 inches thick and should extend one foot on either side of the road to provide gravel shoulders for the road. The potential for heavy runoff in I p N PREDESIGN MEMORANDUM Page 15 November 9 , 1983 S13631 .R0 the drainage ditch located adjacent to the road requires that a riprap liner be placed there to minimize erosion of the ditch. An alternative to riprap would be to pave the invert of the ditch. The area of the road closest to the church parking lot where fill is required is quite wet. Streams were observed to be flowing through the area although at not as steep an angle of intersection with the road as shown in Figure 2 . It is recommended that the fill material be a free-draining granu- lar material such as the type recommended for the foundation slope. Where the road crosses over the stream channel, a culvert or drainpipe should be incorporated in the fill to conduct the stream flow under the embankment. Compressible material was found in the upper couple of feet in A-14. In areas where compressible materials are found during road construction, base course for the road is recom- mended to be increased to a 12-inch thickness . It should be noted that construction of this access road will require considerable clearing and grubbing of the abun- dant vegetation and several large-diameter trees in the area. A recommendation for a parking area at Site A would be to widen the access road where it approaches the reservoir, just west of borehole A-12 in Figure 2 . From the figure, one can see that the road could be widened by 10 to 15 feet by starting the excavation at or near the property line. This would provide a parking area approximately 20 to 25 feet wide for maintenance and service vehicles. The area may require flattening for safety. RESERVOIR CONSTRUCTION AT SITE B Geotechnical concerns associated with constructing a reser- voir at Site B are stability of construction slopes and drainage of groundwater from beneath the structure. Slope Stability 101 The desired placement of the reservoir at Site B is shown in Figure 3 . Because it is desired to "tuck" the reservoir into the hillside, very steep construction slopes are required to avoid extensive excavation of hillside material. As with Site A, construction excavation slopes will not be recommended, but they can be estimated to obtain an idea of 11111 1111 PRE DESIGN MEMORANDUM Page 16 November 9 , 1983 S13631 .R0 the quantities that need to be excavated to place the reser- voir in the desired location. Based on a temporary slope factor of safety of 1 . 2 and soil properties characteristic of the very dense gravelly sands found in B-i and B-2 , a slope of 1 . 5: 1 has been estimated to be minimally acceptable for a no-seepage condition. If seepage should be encountered during construction, vertical and/or horizontal sand drains 111 for a slope cutback to be cut back to approximately 3 . 25: 1 in the area of seepage would be necessary to maintain safety. Mii Figure 3 shows an approximate estimation of excavation areas for slopes of 1 . 5: 1. A minimum distance of 8 feet is recom- mended to be placed between the edge of construction and the MIME base of the excavation for safety and construction space. PIN This is shown in Figure 3. After construction and testing of the reservoir, backfilling with excavated materials is to occur around the periphery of the reservoir. As with Site A, it is recommended that a level or slightly sloping backfill extend radially from the wall, carrying surface runoff away from the reservoir into a drainage ditch located at the backfill slope intersection. Above this intersection, the excavation slope should be cut !II back to 2: 1 to maintain stability. Further geotechnical work is recommended to investigate and design excavation and permanent slopes behind the reservoir for final design efforts. Drainage Groundwater measurements taken in the area indicate a water Oil table at 322 feet, or 18 feet below ground surface, at bore- hole B-1 . This elevation is expected to rise during the wet season, but exactly how much is not known. With the reservoir base at an elevation of 330 feet, the water table needs only to rise 8 feet from its present location to reach the reser- voir. Because of the "bathtub" excavation required to place the reservoir at elevation 330, uplift pressures on the reservoir could become excessive if no drainage is provided. For this reason a gravel underdrain system is recommended for Site B. This underdrain system should consist of a drainage blanket and drainpipes beneath the reservoir. Finger drains and/or drainpipe leading from the foundation drainage system can be connected to the reservoir overflow system to remove ground- water or runoff from this critical area. 1 I .. _.......-.........::.;::,..........,.:.flr'....:.:.'-''''...':....-:.:.... . 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I :::„.::::,,,:„...,,..,„,„,„,:„,.,,,,:„„,:,,,,,„,, I ,::.:;ii.:',i.:1.i..!'.i:iiiiiiiii.lil'jy,ii.i.iiiiii*:;li,e..:..:. .,..,:............................................... ..!''.:..:':"...:...,:.L'..:',.,..10.... 1 .... . ••,. ..,..............,... . 8 :,„:.::„...,:,,,.,...,•..„..,,,,,,,,,,;:i.,:;;;;;.:,,,,,,„.„„:;;;;:,.,..,:„:„..1,,,,,,,;,.:::.„,..,:::::,,,,,,,•:•••„.7..... •• •.••••••••••••••••• •• • A. . ...•••..,....... ,... .,.,...._ — 1 ictaND 5-7: 1 ,k..::x,4„04p„:...4A..,.,,C,:,,4 A:..7•,...,:,1.,.e,:,ii1, :: ? Tw-4 el I I • I RESERVOIR I VICINITY MAP I FIGURE 1 �LLRENTON I ;.. ii r 4b 1 „I . r'1`. -•=1 ,4 • - 711 I • ': 110 / ha t L I. L • s *..\ // (17-----------=_\\ „i-'4,!:1-- X CKOSS 5 N /f it, e Si I .. - --\ / ( 541 /No (\-.\ry\LW kW'( -7/ X/P/c4P ..0:,,, . J. u4 �s �. . y+;.:.•: 2.5 ! \ 047-ILLUSTIeAT/V� ti 1 e wo cAvaTicxy 7.________---:. 1.11 a \ .. g /I; SLol��(TYP) 0 .,t'a, 141 \ II v- ihi, $ . . i_ -:),;;,„,,,,_., &..xis-riki.. It-4.,.: , l'uR fikv-i2V "Mk % .. _______\( •\ f4MTt,,boX l,. ..:I.7.--- . it f 'Await. Eft 'Oa. .... ( -;.:,:.:... ,, • ,::, I ri. iz tr, _______,:. .. , A_KN so , , I N c------ **.,....:,. N. .NI , to . ‘414 OA ) 4 A.,/.4 Voil `1 li 11111 104'••114oift A-1'.7 — 1A,I- 71... 1111.' 11\0 0 ` ^SAC-5: t"30. ammedmvaiwp; .sue ``�I Z ° ".ro 10b A / __ 11•� RENTON RESERVOIR N eg'Ge'33"� l059. O 85 FG??14 e� ,p slrE a \O /OW P ' tih m oNCK�T� rf FIGURE 2 ,� xps evoiK A m Fal • - Engineers - Planners KM HILL Economists - Scientists February 18, 1987 S22074.A0 Mr. Ronald L. Olsen, Utilities Engineer City of Renton City Hall 200 Mill Avenue South Renton, Washington 98055 Dear Ron: Subject: Preliminary Design Report, South Talbot Hill Reservoir This letter report outlines the work done and the conclu- sions reached for preliminary design of the proposed South Talbot Hill Reservoir, to be located on the site purchased from Covenant Development Corporation (CDC) . In summary, we recommend that a 1.5-million-gallon (MG) steel reservoir (maximum water surface = 350.0) and a 20-inch connecting pipeline be constructed. Proposed siting of the reservoir is shown in Figure 1. The recommended route for the con- necting pipeline and the overflow/drain line is along 103rd Place SE Extension to Carr Road, then westerly along Carr Road to South 98th Avenue and the stream, respectively, as shown in Figures 2 and 3. I. COMPUTER ANALYSIS TO VERIFY RESERVOIR AND CONNECTING PIPELINE SIZE A. BACKGROUND DATA AND CRITERIA FOR ANALYSIS We have reviewed the City' s 1983 Comprehensive Water System Plan, Amendment No. 1 to the Comprehensive Plan, and CH2M HILL letter reports to the City dated April 3 and April 30 , 1980, regarding design criteria for the South Tal- bot Hill Booster Pump Station and Reservoir. Details of the distribution system and previous hydraulic analyses have been discussed with City staff and RH2 Engineering. From those sources, the following criteria relevant to hydraulic 206.453.5000 CH2M HILL Seattle Office P.O.Box 91500,Bellevue,Washington Washington 8009-2050 Mr. Ronald L. Olsen Page 2 February 18, 1987 S22074.A0 analysis of the 350 zone (including the 300 zone) are summarized: 1. Present (1983) domestic maximum-day demand (MDD) = 396 gpm. 2. Peaking factor for peak-hour demand on the MDD = 1 .74. 3. Peaking factor for minimum-hour demand on the MDD = 0.23. 4. Saturation (ultimate) MDD is projected to occur after the year 2003. Saturation MDD = 1. 1 mgd = 765 gpm. 5. Most future development is expected to occur in the south end of the zone (south of Carr Road) with some development east of Talbot Road (east of the Valley General Hospital) and little additional development in the north end of the zone. 6. Fire flow demands, assumed to occur during a MDD, are to be as indicated in Table 3-4 (page 86) of the Com- prehensive Plan, except the Renton Fire Department has required 5,000 gpm for 5 hours at the Valley General Hospital. 7. Sources of supply for the 350 zone, in order of their present preferred operation sequence, consist of: a. The 500-gpm variable-speed pump at the North Talbot Hill Pump Station, b. The 200- and 600-gpm constant-speed domestic pumps at the South Talbot Hill Pump Station, c. The two PRV stations (No. 9 and 12) feeding from the 490 zone, and d. The two'i"s; 0-0- gpm fire pumps at the South Talbot Hill Pump Station. Pump capacities stated are "nominal" rather than what occur under actual operating conditions. 8. All of these sources of supply are to remain in service after the South Talbot Hill Reservoir is constructed. Mr. Ronald L. Olsen Page 3 February 18 , 1987 S22074.AO If the South Talbot Hill fire pumps were out of service, the "firm capacity" of the other sources would be less than 5 ,000 gpm. B. RESERVOIR SIZING The Comprehensive Plan, Table 5-2 (page 112) , recommends that the capacity of the South Talbot Hill Reservoir be 3. 8 million gallons (MG) . The April 30 , 1980, CH2M HILL letter to the City had recommended a 2.5-MG reservoir. The City would prefer to build a smaller reservoir for the 350 zone for several reasons. The most important reason is that adequate space is available on the City-owned 13-acre site in the 490 zone for a ground-level reservoir larger than the proposed 3.5-MG Rolling Hills Reservoir. Increased storage at the Rolling Hills site would provide improved standby supply for both the 490 and 350 zones. Other reasons favoring a smaller 350 zone reservoir include the limited size and growth potential of the 350 zone, difficult con- struction on the CDC site, and the City' s desire to save present dollars by deferring construction of some volume previously proposed for the South Talbot Hill Reservoir. • A reservoir is needed for the 350 zone to resolve the opera- tional problems experienced in the past few years with fluc- tuating pressures, since the 350 zone is presently a closed system. In a meeting at City Hall on December 8 , 1986, the South Talbot Hill Reservoir size was tentatively proposed as 1. 25 MG, which compares with previous recommendations as follows: Required Storage Volume at Saturation Development (MG) Recommendation Source Equalizing Standby Fire Flow Total (a) Comprehensive Plan 0.3 3.0 0.5 3.8 (b) April 30, 1980 CH2M HILL letter 0.0 1.0 1.5 2.5 (c) Proposed size (tentative, 0.3 0.32 0.63 1.25 December 8, 1986) Mr. Ronald L. Olsen Page 4 February 18, 1987 S22074.A0 The rationale for a 1.25-MG reservoir size was as follows: 1 . Equalizing storage must be sufficient to make up the difference between firm domestic pumping capacity (or other supply through PRVs) and the peak hour of the MDD. Given the various sources of supply for the 350 zone, as listed in A.7 above, equalizing storage could be zero as in (b) above; however, a good rule of thumb is to use 25 percent of MDD for that storage, which for the estimated saturation development equals 0. 275 MG. 2. Fire flow storage can be reduced from the maximum total 1.5 MG (5,000 gpm x 5 hours) by the "firm capacity" in excess of MDD available from the other sources listed above. Firm capacity assumes the largest source (the fire pumps at South Talbot Hill Pump Station) is out of service. If, under this condition, the North Talbot Pump Station and PRVs from the 490 zone can supply 2,900 gpm fire flow plus MDD, the reservoir need supply only 2 ,100 gpm (2,100 gpm x 5 hours = 0.63 MG) for a fire flow at the Hospital. The overall system capabi- lity to provide 2,900 gpm was examined in the hydraulic analysis and is discussed later in this report. To meet fire demand elsewhere in the system, 0.63-MG of reservoir storage would be sufficient to provide 3,500 gpm for 3 hours. 3. Standby storage must, according to DSHS requirements, be at least 200 gallons per customer. Using the 1,617 equivalent residential units projected in the Comprehensive Plan, Table 5-2 (page 112) , for satura- tion development, at least 0. 32-MG standby storage is required. The tentative 1.25-MG reservoir was modeled in our hydraulic analysis. Reservoir elevations and dimensions were tenta- tively set at: 1 . Maximum water surface (overflow) elevation = 350.0 feet (above sea level) 2. Reservoir floor elevation = 323. 00 feet (above sea level) 3. Reservoir diameter = 89 feet Mr. Ronald L. Olsen Page 5 February 18, 1987 S22074.A0 Starting with a full reservoir on a maximum day, the following water surface elevations for these volume components would be provided: 1. Equalizing (0.3 MG) 350.0 to 343.5 2. Fire flow (0.63 MG) 343. 5 to 330.0 3. Standby (0.32 MG) 330.0 to 323. 0 C. HYDRAULIC ANALYSIS Pipe, node, existing MDD distribution, proposed system ex- tensions, and other data defining the 350 zone distribution system were obtained from RH2 Engineers. We have modeled the system on a micro computer using our NETWORK program to perform the hydraulic analysis. An index to the computer runs, a copy of the computer input/output files, and a pipe/ node diagram accompany this report. A total of 15 runs were performed to evaluate maximum hour, reservoir replenishment, and fire flow conditions. The conditions modeled in the various analyses were as follows: 1 . Runs 1 through 9A o 16-inch reservoir connecting pipeline o Existing transmission/distribution system between the South Talbot Pump Station and the north end of the 350 zone o Existing peak-hour or MDD demands 2. Runs 10 through 12 o 16-inch reservoir connecting pipeline o Transmission/distribution system includes all proposed improvements as indicated in the Comprehensive Plan, Figure 5 o Saturation MDD demands Mr. Ronald L. Olsen Page 6 February 18, 1987 S22074.A0 3. Runs 13 through 15 o Same as 1 . above except 20-inch reservoir con- necting pipeline The accompanying index to the 350 zone computer runs gives more specific details of analyzed conditions. D. CONCLUSIONS From the hydraulic analysis, the following conclusions are made: 1. Runs No. 1 and 2 show that a 1.25-MG reservoir with 16-inch connecting pipeline will fill and draw properly in conjunction with diurnal demands on the existing system and operation of only the 600-gpm domestic pump at South Talbot Pump Station. 2. Runs No. 3 and 4 show that the existing system is not adequate to support a 3,500- or even a 2,982-gpm fire flow at the north end of the zone with supply from only the reservoir, because of excessive friction loss. 3. Run No. 5 shows that the existing system is not adequate to support a 3 ,225-gpm fire flow at the north end of the zone with supply from only the South Talbot Pump Station because of excessive friction loss. Operation of the South Talbot Pump Station tends to fill the reservoir under this condition, suggesting the need for an altitude valve at the reservoir to prevent overflow. 4. Runs No. 6, 7, and 7A show that the existing system is not adequate to support a 4 ,453-gpm fire flow at the north end of the zone with supply from the South Talbot Pump Station and 1,200-gpm supply from each of PRVs No. 9 and 12 , because of excessive friction loss. Oper- ation of the South Talbot Pump Station tends to fill the reservoir under this condition also. 5. Run No. 8 shows that the existing system can support about a 4,000-gpm fire flow at the north end of the zone with about 1,200 gpm from each of PRVs No. 9 and 12 (assuming the upper zone can supply this much) , without the South Talbot Pump Station. Under this Mr. Ronald L. Olsen Page 7 February 18 , 1987 S22074.A0 circumstance, the reservoir floats properly on the sys- tem, contributing 2,246 gpm toward satisfying system demands. 6. Run No. 9 shows that the existing system cannot support a 5,000-gpm fire flow at the hospital 99with 6 g1, 200pm gpmthe from each of PRVs No. 9 and 12 plus , reservoir, because of excessive friction tion lmoss. tbeItpsug_ gests that the South Talbot Pump less flow than the assumed ated and that significantly 1,200 gpm from PRV No. 12 can be passed through te system unless excessive friction loss and high pressures are incurred. 7. Run No. 9A shows that the South Talbot Pump Station with one fire pump operating works well with the exist- ing system and the reservoir to satisfy aN5,002 also fire flow at the hospital, providing fRV supplies 1 ,200 gpm. However, with the South Talbot Pump Station fire pump on, the reservoir contributes no flow to the system. 8. Run No. 10 shows that the South Talbot Pump Station with one fire pump operating works well with the future system and the 'reservoir to satisfy a 5,000-gpm fire flow at the hospital, providing PRV No. 12 also supplies 1 , 0 gpm. However, with the South Talbot Pump Station fire pump on, the reservoir still contributes almost no flow (259 gpm) to the system. 9 . Run No. 11 shows that the South Talbot Pump Station with one fire pump operating works well with the future system without flow from PRVs No. 9 or 12 to satisfy.a12 5,000-gpm fire flow at the hospital. Closing PRV after run No. 10 caused flt�hee reservoir and balancedunorth- more flow (1 ,405 gpm) o south system pressures better. 10 . Run No. 12 shows that the reservoir by itself can sat- isfy a 5,000-gpm fire flow at the hospital with the future piping system; however, friction loss through the 16-inch connecting pipeline is excessive, and low system pressure occurs in one part of the north end of the system. Operation w North thatTalbot low pressuretion variable-speed pump ould satisfy problem. Mr. Ronald L. Olsen Page 8 February 18 , 1987 S22074.A0 ii . Run No. 13 confirms that a 20-inch reservoir connecting pipeline resolves the slightly low pressures and exces- sive friction loss noted for run No. 12. 12. Run No. 14 confirms that with the reservoir water surface drawn down to 325.0, the 20-inch connecting flow pipeline is essential to satisfy a 5,000-St n catfiti fflo at the hospital if the South Talbot Pump pump is not operated or no flow is received from PRVs No. 9 and 12. 13. Run No. 15 shows that a 5,000-gpm fire flow at the hos- pital can be satisfied in the future system if 1,200 gpm is delivered from each of PRVs No. 9 and 12 and 3,365 gpm flows from the reservoir (with 20-inch con- necting pipeline) , without operating the South Talbot Pump Station fire pump. Locally high pressures00 aneear is the PRV stations indicate that the assumed 1 , 2the approximate maximum that can be transmitted away from each of the PRVs No. 9 and 12 , so the reservoir must deliver the remaining 3,365 gpm required to satisfy saturation MDD plus a 5 ,000-gpm fire. Operation of the North Talbot Pump Station will not significantly change the flow requirement from the reservoir due to system friction losses. 14. No separate maximum hour or reservoir replenishment runs were made for the future system with saturation demands. It is clear from runs No. 1 and 2 and sub- sequent fire flow analyses that the reservoir will fill and draw properly in conjunction with these diurnal demands and operation of the 600-gpm domestic pump at South Talbot Pump Station. Such diurnal dmandss do ns not tax the system transmission capacity nearly fire flows. E. RECOMMENDATIONS From the above, the following recommendations are made: 1. We recommend a 20-inch connecting pipeline from the reservoir to Carr Road at South 98th Avenue (the connection to the existing system) , based on runs No. 12, 13, and 14 . The incremental cost of a 20-inch line over the 16-inch line earlier contemplated is estimated to be about $30 ,000. A 20-inch line will Mr. Ronald L. Olsen Page 9 February 18 , 1987 S22074.A0 have approximately 50 percent greater capacity than a 16-inch line. d be 2. Fire flow storage i the hours)reservoir basedsonerunmNo.el3to If 1.0 MG (3,365 gpm for t the South Talbot Pump Station is inoperative, itddo s not appear that the North Talbot Pump No. 9 and 12 can deliver sufficient flow through the existing or even the future transmission/distribution system to satisfy the earlier assumed 2,900 gp rate (see B. 2, above) . From the table of required storage volume in B. , above, the proposed reservoir size should then be 1. 62 MG. However, if the future PRV station is installed between the 490 zone and the 350 zone as con- templated in capital improvement project No. 62 de- scribed in the Comprehensive Plan, then the total reservoir volume could be reduced by 0.1 MG (333 gpm for 5 hours) . On this basis we recommend that a 1.5-MG reservoir be constructed. The Comprehensive Plan anticipated that the South Talbot Hill Reservoir would be 3. 8 MG, with construction 1sy490 1988, The Plan also anticipated that Rolling HilZone Reservoir would be 3.5 MG, with construction planned for 1993 to saturation. Both the tentative December 1986 size of 1. 25 MG and the 1.5 MG size recom- mended herein contemplate increasing the size of thee Rolling Hills Reservoir. The recommended 1.5 for the South Talbot Hill Reservoir is valid only if the Rolling Hills 490 Zone Reservoir size is increased proportionally and constructed earlier than anticipated in the Comprehensive Plan. F. RESERVOIR AND PUMP STATION CONTROLS 1, We recommend that an altitue overfillinglve be if the1Northlor South at e reservoir to prevent Talbot Pump Station pumps ee350ezone when from thee4901zone is full or if a PRV feeding th fails to close. 2. We recommend that control of the domestic pumps at the South Talbot Pump Station be tied directly to reservoir Mr. Ronald L. Olsen Page 10 February 18, 1987 S22074.A0 level, with adjustable settings initially set at the following: o 200 gpm pump on at 348.0 , off at 350 .0 o 600 gpm pump on at 345.0, off at 349. 0 3. We recommend that control of the two fire pumps at the South Talbot Pump Station be left as it exists now; that is, they respond to low system pressures as measured at the pump station. 4 . We recommend that the variable-speed pump in the North Talbot Pump Station be adjusted to come on (pump) at 345.0; that is, maintain a system hydraulics elevation on of 345 in the north part of the zone. the pump responsive to pressure variations in the north end of the zone, while in general subordinating it to the South Talbot Pump Station and the reservoir. This will also prevent it from keeping the reservoir full, asin it would doffthe zone, and adjusted allow turnover ofOwater the north end o in the reservoir. 5. We recommend that pressure settings for open/close con- trolof PRVsNn re wtheo 350 causeto be the last source of supply into them zone, for use only in emergencies. 6 . We emphasize that bothfinal adjustments and the control PRVslevels be este ) pumplaced in service and oper- ating af afterr thehe reservoir is p experience is gained. Further refinement in pro- posed control levels on the basis of comueed The hydraulic analysis at this time is not possible. City may also find that future adjustments will be necessary as maximum-day demands and diurnal demand variations increase. II. RESERVOIR SITING Recommended reservoir siting is shown in Figure 1 , attached. This figure shows the boundaries of the site as purchased by the City, the proposed 103rd Place Sand Extension, accesseroadlto g and proposed site grading contours, and around the reservoir. Mr. Ronald L. Olsen Page 11 February 18 , 1987 S22074.A0 From conversations with city staff, we understand that the reservoir site will be zoned P-1, and that the area to the north, west, and south will likely be zonedeR-1 or r R-2iden- 2. Land use to the east, in King County, is tial. Maximum structure setback distances based on this o and ltune u0e are also-foot road right-of-way on in gure 1 , as is a the south edge possible future 50-foot the site. The reservoir site layout is based upon a 1.5-MG reservoir - with 97.5-foot diameter and floor elevation of 323.0. lowing geotechnical investigations, final reservoir diameter and floor elevation will be established; site grading con- siderations may favor a reservoir floor elevation of 319.0, in which case reservoir diameter would be 90.5 feet. As Figure 1 indicates, cut slopes east f the lthe.reservoirr under- r may extend to or beyond the east property standing of permissibie cut slopes will be obtained results of the geotechnicalsection cut through the reservoir and adjacent 103rd Place SE Exten- sion is attached as Figure 1A. III. CONNECTING PIPELINE The connecting pipeline will begin at South 98th Avenue, parallel Carr Road up the hill, and then follow the 103rd Place SE Extension to the proposed reservoir (see Figure 2) . Preliminary investigations have been made onsite and by tele- phone to determine the presence and location of existing utilities. There are a number of utilities already in Carr Road and the precise location for the new pipeline cannot be resolved prior to excavating onsite. With our present knowledge, the connecting pipeline will be located on the north side of Carr Road, 10 feet from the existing sewer pipeline to satisfy DSHS requirements and 5 feet inside the right-of-way. Pipeline size will be 20 inches as determined by computer analysis of the system and described hereinbefore. The recommended pipe material is ductile iron. Thickness should be Class 51 , the same as other pipelines located in the Tal- bot Hill Road area. The need for cathodic protection of the connecting pipeline will be determined during the pipeline design phase. Mr. Ronald L. Olsen Page 12 February 18 , 1987 S22074.AO IV. DRAIN/OVERFLOW PIPELINE The drain/overflow pipeline from the reservoir must discharge into a natural drainage course large enough to handle the anticipated flow of 3,500 gpm. There is a large enough stream west of the proposed reservoir. There are two ways of reaching it; herein they are called the "forest route" and the "road route" (see Figure 3) . The forest route would go due west in an easement secured from the property owner, the State of Washington. Laying a pipeline along this route would require clearing and grubb- ing the surface and negotiating an extremely steep bank prior to reaching the stream valley floor. An energy dissipator would be required for discharge into the stream. The road route would parallel the reservoir connecting pipeline until it reaches the stream. An energy dissipator would also be required for discharge. The drain pipeline route recommended is the road route. This route is the most economical; the drain pipeline can be accommodated adjacent to the connecting line; no pipeline easement need be secured. Although the route through the forest is feasible, it is not recommended for the following. reasons. It would cost more than the road route to build; it is more inaccessible than the road route; and an easement would have to be secured. Overflows from the reservoir are expected to occur on an emergency basis whenever pumps fail to turn off or PRVs from the higher zone fail to close. The maximum rate of overflow is estimated to be 3,500 gpm, which a 10-inch pipeline will adequately handle. The recommended pipe material is PVC meeting ASTM 3034. This material is the most economical for intended service. The energy dissipator at the discharge of the drain line into the stream would consist of a manhole covered with grating and appropriately surrounded by riprap for erosion protection. V. PROJECT SCHEDULE A copy of our proposed project schedule is attached. This schedule takes into account the design and construction cash Mr. Ronald L. Olsen Page 13 February 18, 1987 S22074 .A0 flow necessary to conform to City budgets for 1986, 1987, and 1988 . It also takes into account the likely schedule for construction of 103rd Place SE extension through the CDC property. Wilsey and Ham, CDC' s consultant for the roadway, advises that, because of groundwater conditions, the roadway may not be rough graded until late in the summer. As we have discussed before, the pipelines should be in- stalled in the CDC roadway after rough grading but before final surfacing. Consideration should also be given to ex- cavating the reservoir site (with consequent truck hauling of excavated material over 103rd Place SE) before final surfacing, to avoid excessive wear on the completed street. This suggests final paving of 103rd Place SE be done in the summer of 1988. We have recently completed geotechnical exploration at the reservoir site and a geotechnical report will be issued within 2 weeks. We are now ready to begin final design of the reservoir and pipelines. VI. COST ESTIMATES Based on construction costs for similar projects, budget- level cost estimates were developed for the reservoir and pipelines. The cost estimates are as follows and include contingency, sales tax, and escalation to 1988 dollars. Reservoir $1 ,000,000 Pipelines $ 300,000 These budget-level cost estimates have been prepared for guidance in project evaluation and implementation from the information available at the time of the estimate. The final costs of the project will depend on actual labor and material costs, actual site conditions, productivity, com- petitive market conditions, final project scope, final proj- ect schedule, and other variable factors. As a result, the final project costs will vary from the estimates presented herein. Because of these factors, funding needs must be carefully reviewed prior to making specific financial deci- sions or establishing final budgets. Mr. Ronald L. Olsen Page 14 February 18 , 1987 522074.A0 VII. FINAL DESIGN For final design of the reservoir site, we need a 1"=20 ' scale map showing existing contours at 2-foot intervals. Since Kenneth J. Oyler of Renton prepared the topography survey and map for CDC in 1984 , it would probably be most expedient for the City to have Mr. Oyler provide this map. Could you arrange that? The map should cover the complete reservoir property including strips 25-feet wide north and south of the property, the area occupied by the 103rd Place SE Extension including fill slopes on the west side of the road, and a strip approximately 50 feet wide east of the reservoir property to the point where the ground levels off. Sincerely, Arthur L. Storbo Project Manager Enclosures: Index to of Computer One Copy Input/Output Files One Pipe/Node Diagram Figures 1 ; 1A; 2, parts A & B; and 3 Project Schedule pa/se6103/001 vRL. s T Q� � of" i*cam-co, � It srQNa ,,d INDEX TO 350-ZONE COMPUTER RUNS Run No. Conditions 1 Existing system, existing peak hour of MDD (689 gpm) , North Talbot Pump Station off, South Talbot Pump Station 600 gpm pump on, PRVs No. 9 and 12 closed, reservoir W.S. = 343. 5 and rising, 16-inch connecting pipeline to reservoir. 2 Existing system, existing peak hour of MDD (689 gpm) , North Talbot Pump Station off, South Talbot Pump Station off, PRVs No. 9 and 12 closed, reservoir W.S. = 343. 5 and falling, 16-inch con- necting pipeline to reservoir. 3 Existing system, existing MDD plus 3,500-gpm fire flow at Talbot Road and South 16th Street, North Talbot Pump Station off, PRVs No. 9 and 12 closed, reservoir W.S. = 343.5 and falling, 16-inch con- necting pipeline to reservoir. 4 Existing system, existing MDD plus 2,982-gpm fire flow at Talbot Road and South 16th Street, North Talbot Pump Station off, South Talbot Pump Station off, PRVs No. 9 and 12 closed, reservoir W.S. = 343.5 and falling, 16-inch connecting pipeline to reservoir. 5 Existing system, existing MDD plus 3,225-gpm fire flow at Talbot Road and South 16th Street, North Talbot Pump Station off, South Talbot Pump Station fire pump on (4,171 gpm) , PRVs No. 9 and 12 closed, reservoir W.S. = 343.5 and rising, 16-inch con- necting pipeline to reservoir. 6 Existing system, existing MDD plus 5,745-gpm fire flow at Talbot Road and South 16th Street, North Talbot Pump Station off, South Talbot Pump Station fire pump on (4,127 gpm) , PRVs No. 9 and 12 open (1,600 gpm each) , reservoir W.S. = 343.5 and ris- ing, 16-inch connecting pipeline to reservoir. 7 Existing system, existing MDD plus 4,934-gpm fire flow at Talbot Road and South 16th Street, North Talbot Pump Station off, South Talbot Pump Station fire pump on (4,126 gpm) , PRVs No. 9 and 12 open (1,200 gpm each) , reservoir W.S. = 343.5 and ris- ing, 16-inch connecting pipeline to reservoir. se6103/002/1 7A Existing system, existing MDD plus 4,453-gpm fire flow at Talbot Road and South 16th Street, North Talbot Pump Station off, South Talbot Pump Station m fire pump on (4,092 gpm) , PRVs No. 9 and 12 open (1 ,200 gpm each) , reservoir W.S. = 343.5 and ris- ing, 16-inch connecting pipeline to reservoir. 8 Existing system, existing MDD plus 4,250-gpm fire flow at Talbot Road and South 16th Street, North Talbot Pump Station off, South Talbot Pump res- ervoir off, PRVs No. 9 and 12 open (1,200 gpm each) , ch) W.S. = 343. 5 and falling, 16-inch connect- ing pipeline to reservoir. 9 Existing system, existing MDD plus 5,000-gpm fire flow at hospital, North Talbot Pump Station off, South Talbot Pump Station off, PRVs No. 9 and 12 open (1,200 gpm each) , reservoir W.S. = 343.5 and falling, 16-inch connecting pipeline to reservoir. 9A Existing system, existing MDD plus 5,000-gpm fire flow at hospital, North Talbot Pump Station off, South Talbot Pump Station fire pump on (4,252 gpm) , PRV No. 12 open (1,200 gpm) , reservoir W.S. 343.5 and rising slowly, 16-inch connecting pipeline to reservoir. 10 Future system, saturation MDD plus 5,000-gpm fire flow at hospital, North Talbot Pump Station off, South Talbot Pump Station fire pump on (4,306 gpm) , PRV No. 12 open (1,200 gpm) , reservoir W.S. = 343. 5 and falling slowly, 16-inch connecting pipeline to reservoir. 11 Future system, saturation MDD plus 5,000-gpm fire flow at hospital, North Talbot Pump Station off, South Talbot Pump Station fire pump on (4,360 gpm) , PRVs No. 9 and 12 closed, reservoir W.S. = 343. 5 and falling, 16-inch connecting pipeline to reservoir. 12 Future system, saturation MDD plus 5,000-gpm fire flow at hospital, North Talbot Pump Station off, South Talbot Pump Station off, PRVs No. 9 and 12 closed, reservoir W.S. = 343.5 and falling, 16-inch connecting pipeline to reservoir. 13 Future system, saturation MDD plus 5,000-gpm fire flow at hospital, North Talbot Pump Station off, South Talbot Pump Station off, PRVs No. 9 and 12 closed, reservoir W.S. = 343. 5 and falling, 20-inch connecting pipeline to reservoir. se6103/002/2 14 Future system, saturation MDD plus 5,000-gpm fireStation ofi, flow at hospital, North Talbot Pump South Talbot Pump Station off, PRVs No. 9 and 12 closed, reservoir W.S. = 325.0 and falling, 20-inch connecting pipeline to reservoir. 15 Future system, saturation MDD plus 5,000-gpm fire flow at hospital, North Talbot Pump Station off, South Talbot Pump STation off, PRVs No. 9 and 12 open (1,200 gpm each) , reservoir W.S. = 325.0 and falling, 20-inch connecting pipeline to reservoir. 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LOAV T; I •• III * _ _A— rx - I • • • „rmy, 416.\-,..ii 710 \ L. kuNuoigoie . . _ 4:70. 0..1., _x_v...._= 'I) ‘\--.° 1001 °1111C111;t1i2r. p4V1‘ e 67j , ,,..,,, ....4 II iinim.....--..- - ,......,,,-',7 i ./ if 1 , _ A%..: N 1 ti-i----- /,---._ . \_ •--/i I kii,_ Fr7 -sql ..:-- i e.,.,,. ____,, N 'i . !' I \\ ‘ ' ' ---\ .,'''.0..°:'41Lip)1 1 .1.\.lilt _ 4Jj 'b ____>7) a W if _-_-_ ,. _ _.._ ‘. s ( II — ____, z...., 0 \ ii . s 1! l.//, % LC1U2E 3 -. I \ _ \\' --. . // 7J�-,- T /'.I�/ PR o`J c.r' /'•-- a ,o SUBJECT ""` �� U� /`�7/� ����YV(�l Imo' �c•(J . ��.0 9Y �•LS DAPS• UOCs-t PROJECT NO. S 220y,AO __SHEETj ofL •• � , �6 1 1 . 1g87 /7 nL- ' �A>v, • FFg MAR • RPR 6AY t Jun/ . JUL RuG I SeeI Ocr I NovS c JAN t Fella ► nAQ I i } I ' • I • REriA1/JOFR I OF DRFRvo„Q • AYDRAuLiC V a F1NRL R(SeRJo1R Q[ `RVOIR HOLD pF$I6rl R[vnlouS 810 BID ANBLYSIS cons7Ruc2n,v ANALYSIS . ! RediGws bac,PREP PER►ol, Z 19wARD Rvsetvo„e }�$ (fen tefF/1) Fin,ni 'ziEsiEN -AESFRvotP. P7cAVAlvi,) isy oerA•4 ko�aDr PLflNS • ReS.sRF suavey II jai FOR. PIPE I ..i_ f—� - ' -UNG' Qa�T�I _-. - . sl -...�"( - ICAtse P6SERvqNR r,lF� 1 DRA,N P'PF 1 I i • PREP. RTTAcHngr.r • ; DvXrs FOR GTY_ _ -H • P►PFUN E ' Z �s DESIGN F1NAl, ' g►o Btu LINT It oeuveRY' LETTER Reform• ,I ! RF1nSNNS BOO NNLYS,S S7wLl. Y 1 EST PPE' FINAL, OES►6*I -PIPELINES RFv1Ewt A FINISH I¢F5T of P,PF►INE t Doc.pRe?, �',awAko ►N cpc ROAD •'ID RE5 ceNTaACT M f Me-E7 w/ I • paT,I GTY• i I cn /CDc COMPLETE PiicaPPATY auRcNASE/AvNL noN' ��"fl/' 810pwAaA RuGN71: OFC P FoP�RDO7 Y _ _ FINISH RDAONAy_ • SuRFAGNG- M nit L /Jul 88)- + I I . L►TERAn4RF . - ' ' : ' REWFM+ f • GEGLOGK I ' RF- { SOIL ' RI LNNlr 3 1 Lp$ I .. F, '�-r - N._- FDrJ - s�,..k.�e ANALYSIS S 1.4 accov.,t G s7 I-----1 bud 1` co,,;sro4143 -Cr,- ds,',.Am.,ftYuct►o.,. p•. PRE'r • S 0. Iztc S'r ,t•fo aced u-7- S'4 »G O� 1 REi—�°kj - �l�road eons1ru41ov. �)p?pSL-a_ •,►tsialP..�1� tU•• ! ��hljp3Drvo,✓ yKc oil�v �J fi..o Q vua4 Pwrfny . PeoP,PNR CNA•SE N Yak • , . ((// D6116+.•c / , t REY7A/NDEYl OF= `�60K DESIGNS + P,PEt/A1E � _ is �f E�9✓ES ^ 8S� 7-0577,�Rr CONS? ac7 of io1PFLINE7 /N /9�7 coNsMuc'I,oN __ 1 , June 26. 1989 Renton City Council Minutes Page 179 ORDINANCES AND RESOLUTIONS Ways and Means Ways and Means Committee Chairman Trimm presented a report Committee recommending the following ordinance for second and final reading: Ordinance #4222 An ordinance was read changing the zoning classification of property located .1127pjp; Sunset Square at the southwest corner of NE 4th Street and Bremerton Avenue NE from (Old National Bank) O-P, office park, to B-1, business, zone; Sunset Square (Old National Bank) Dochnahl), R-121-88 (Dochnahl), File No. R-121-88. MOVED BY TRIMM, SECONDED BY KEOLKER-WHEELER, COUNCIL ADOPT THE ORDINANCE AS READ. ROLL CALL: ALL AYES. CARRIED. Ways and Means Committee Chairman Trimm presented a report recommending the following ordinances for first reading: Finance: Fee Schedule An ordinance was read amending Chapter 5, Animal Licenses, and Chapter 41, Fee Schedule, of Title V (Business Regulations), of City Code relating to amended fees. MOVED BY TRIMM, SECONDED BY KEOLKER- WHEELER, COUNCIL REFER THIS ORDINANCE BACK TO COMMITTEE FOR ONE WEEK. CARRIED. Finance: Fee Schedule An ordinance was read amending Chapter 41, Fee Schedule, of Title V (Business Regulations) of City Code by adding a new subsection relating to land use fees for large and complex projects. MOVED BY TRIMM, SECONDED BY REED, COUNCIL REFER THIS ORDINANCE BACK TO COMMITTEE FOR ONE WEEK. CARRIED. Ways and Means Committee Chairman Trimm presented the following resolution for reading and adoption: Resolution #2763 A resolution was read approving a final plat consisting of approximately 8.35 Plat: Final, Henderson acres located north of NE Sunset Boulevard between 139th Avenue SE and Homes, Summerwind 144th Avenue SE, if extended, for Henderson Homes, Inc. (Summerwind Division No. 3, Division #3), File No. FP-023-89. Adoption of the resolution was FP-023-89 conditioned upon approval of the legal description by City staff. MOVED BY TRIMM, SECONDED BY KEOLKER-WHEELER, COUNCIL ADOPT THE RESOLUTION AS CONDITIONED. CARRIED. Vouchers Ways and Means Committee Chairman Trimm presented a report recommending approval of Vouchers 61489 through 61895 in the amount of $1,315,288, having received certification that merchandise/services have been received or rendered. Vouchers 61494-61496 were machine voided. MOVED BY TRIMM, SECONDED BY KEOLKER-WHEELER, COUNCIL APPROVE THE VOUCHERS AS SUBMITTED. CARRIED. NEW BUSINESS Council requested a status report on the Kenworth truck site Environmental Planning: Kenworth and Impact Statement. Community Development Director Ken Nyberg agreed to Boeing EIS Timelines provide a status report on timelines for both the Kenworth project and the Boeing project by next Monday. Streets: Abandoned Council asked for removal of an abandoned vehicle on Park Avenue at I-405. Vehicle on Park Avenue Citizen Comment: Pasco - Council asked whether the complaint has been resolved regarding high water Utility Bill Increase bill from rental owner George Pasco, 1900 NE 16th Street, Renton. Mayor Clymer indicated that a response has been sent by the utility billing division of the Finance Department offering suggestions for conservation and maintenance of plumbing at the rentals. Council asked about utility billing procedures and whether meters are read monthly for billing purposes. It was recalled that the billing system has the capability to bill monthly for actual consumption; however, additional staff would have to be hired to read meters on a monthly basis. Parks: Comprehensive Letter was entered from Hearing Examiner Fred Kaufman suggesting that Parks and Recreation Council consider incorporating the Comprehensive Parks and Recreation Plan Plan into the City's SEPA (State Environmental Policy Act) guidelines to be used to mitigate adverse impacts on the City's parks system. MOVED BY STREDICKE, SECONDED BY REED, COUNCIL REFER THIS CORRESPONDENCE TO WAYS AND MEANS COMMITTEE TO BE INCORPORATED IN THE SEPA LAW. CARRIED. A . • WAYS AND MEANS COMMITTEE COMMITTEE REPORT JUNE 26, 1989 ORDINANCES AND RESOLUTIONS The Ways and Means Committee recommends the following ordinance for second reading: Sunset Square Rezone (ONB) (Dochnahl) - R-121-88 - Rezone of 1.41 acres from O-P to B-1 for addition to existing Old National Bank structure The Ways and Means Committee recommends the following ordinances for first reading: City Code Revision of Fee Schedule Interim Ordinance for Increased Application Fees for Large Projects The Ways and Means Committee recommends the following resolution for reading and adoption subject to legals being approved by the City of Renton: Henderson Homes/Summerwind Division #3 Final Plat, FP-023-89 Approximately 8.35 acres located north of NE Sunset Blvd. between 139th Ave. SE and 144th Ave. SE, if extended APPROVAL OF VOUCHERS The Ways and Means Committee recommends approval of Vouchers No. 61489 through No. 61895 in the amount of $1,315,288.23; having received departmental certification that merchandise/services have been received or rendered; Vouchers No. 61494 through No. 61496 machine voided. Thomas Trimm, Chair ' <((//14 &OAQe)&,- Kathy Ke Iker-Wheeler, Vice-Chair Richard Stredicke, Acting Member June 19. 1989 Renton City Council Minutes Page 173 Public Works: Monster Transportation Committee Chairman Mathews presented a report concurring Road Bridge Damage in the recommendation of the Public Works Department that staff perform short term repairs to the Monster Road Bridge to allow for removal of the weight and speed restrictions. Funds are budgeted to cover the cost of this work. A request for permanent repair funding will be submitted as part of the 1990 budget. This matter should be removed from the referral list. MOVED BY MATHEWS, SECONDED BY NELSON, COUNCIL CONCUR IN THE COMMITTEE REPORT. CARRIED. CAG: 87-074, SW Sunset Transportation Committee Chairman Mathews presented a report Boulevard Roadway, recommending concurrence in the recommendation of the Public Works Intersection and Department to obtain additional funds for completion of the SW Sunset Watermain Improvements Boulevard roadway improvement project, and further requested referral of the matter to the Ways and Means Committee for inclusion in the mid-year budget adjustment. Funding required: $25,650 storm funding, and $34,800 street funding. The request for $32,000 to correct the roadway width has been referred to the State for variance and will remain in the Transportation Committee until a response is received. MOVED BY MATHEWS, SECONDED BY NELSON, COUNCIL CONCUR IN THE COMMITTEE REPORT. CARRIED. Planning and Planning and Development Committee Chairman Reed presented a report Development Committee regarding the Talbot Road Private Comprehensive Plan Amendment Proposal, Comprehensive Plan: referred to the Planning Commission on 6/12/89. On 6/14/89, the Talbot Road Private Commission reviewed the four.alternative proposals for reviewing the Amendment amendment, and recommended to the Planning and Development Committee that Option 2, interim policies alternative, be adopted for the project and that a contract planner be hired at the developer's expense to develop interim and master plan policies. Therefore, the Committee recommended concurrence in the recommendation of the Community Development Department that the Talbot Road Private Comprehensive Plan Amendment be initiated by the City Council and processed in conformance with Option 2, Interim Policies, as described in the 5/30/89 staff report. Specifically, no staff is to be diverted from ongoing Long Range Planning Programs, and a "contract planner" working under the direction of the Long Range Planning Manager is to be hired at developer's expense for a period of approximately six months to develop the interim policies. The Committee also recommended that Council concur in the staff recommendation for development of interim master plan policies which define the process for adopting the interim policies, private comprehensive plan amendment, rezone and other permits. Upon completion of the Talbot Road project, the final master plan policies will be prepared by staff to apply to similar projects in the future. MOVED BY REED, SECONDED BY KEOLKER-WHEELER, COUNCIL CONCUR IN THE COMMITTEE REPORT. CARRIED. ORDINANCES AND RESOLUTIONS Ways and Means Ways and Means Committee Chairman Trimm presented a report Committee recommending the following ordinance for second and final reading: Ordinance #4221 An ordinance was read relating to Local Improvement District No. 329, LID: 329, S. 43rd Street, authorizing the issuance and sale of local improvement district bond Bond Anticipation Notes anticipation notes in the amount of $600,000 for Local Improvement District No. 329 pending the receipt of the proceeds of the local improvement district bonds authorized to be issued by Ordinance No. 3856, as amended; and providing for the sale and delivery of those notes to the U.S. Bank of Washington, National Association, Seattle, Washington. MOVED BY TRIMM, SECONDED BY KEOLKER-WHEELER, COUNCIL ADOPT THE ORDINANCE AS READ. ROLL CALL: ALL AYES. CARRIED. Ways and Means Committee Chairman Trimm presented a report recommending the following.ordinance for first reading: Rezone: Sunset Square An ordinance was read changing the zoning classification of property located (Old National Bank) at the southwest corner of NE 4th Street and Bremerton Avenue NE from (Dochnahl), R-121-88 O-P, office park, to B-1, business, zone; Sunset Square (Old National Bank) (Dochnahl), File No. R-121-88. MOVED BY TRIMM, SECONDED BY KEOLKER-WHEELER, COUNCIL REFER THIS ORDINANCE BACK TO COMMITTEE FOR ONE WEEK. CARRIED. Ways and Means Committee Chairman Trimm presented the following resolutions for reading and adoption: WAYS AND MEANS COMMITTEE COMMITTEE REPORT JUNE 19, 1989 ORDINANCES AND RESOLUTIONS The Ways and Means Committee recommends the following ordinance for second reading: LID 329 Interim.Financing (SW 43rd Street) The Ways and Means Committee recommends the following ordinance for first reading: Sunset Square Rezone (ONB) (Dochnahl) - R-121-88 - Rezone of 1.41 acres from O-P to B-1 for addition to existing Old National Bank structure The Ways and Means Committee recommends the following resolutions for reading and adoption: King County Property Tax Interest Collection Authorizing Mayor & City Clerk to Execute Interlocal Service Agreement with Soos Creek Water and Sewer District REAPPOINTMENTS TO BOARD OF ETHICS (Referred 6/15/89) The Ways and Means Committee recommends concurrence in the Mayor's reappointments of the following individuals to the Board of Ethics for four-year terms: Mr. John Dubois - 1/1/89- 12/31/92; Mr. Donald Jacobson - 1/1/88-12/31/91; Rev. Don Hammond - 1/1/88-12/31/91. f jr/ Thomas Trimm, Chair .76(7/1 Kathy Keo er-Wheeler, Vice-Chair , Richard Stredicke, Acting Member J RENTON CITY COUNCIL Abbreviated Meeting June 12, 1989 Municipal Building Monday, 7:30 p.m. Council Chambers MINUTES CALL TO ORDER - Mayor Earl Clymer led the Pledge of Allegiance to the flag and called the meeting of the Renton City Council to order. ROLL CALL OF RICHARD M. STREDICKE, Council President; KATHY A. KEOLKER- COUNCIL MEMBERS WHEELER, TONI NELSON, NANCY L. MATHEWS, JOHN W. REED. MOVED BY REED, SECONDED BY STREDICKE, COUNCIL EXCUSE ABSENT COUNCILMEN HUGHES AND TRIMM. CARRIED. CITY STAFF IN EARL CLYMER, Mayor; MICHAEL W. PARNESS, Administrative Assistant; ATTENDANCE ZANETTA FONTES, Assistant City Attorney; RUBEN NIETO, Personnel Director; DAN CLEMENTS, Finance Director; LT. DENNIS GERBER, Police Department. PRESS Kathy Hall, Valley Daily News APPROVAL OF MOVED BY STREDICKE, SECONDED BY KEOLKER-WHEELER, COUNCIL MINUTES. COUNCIL APPROVE THE COUNCIL MINUTES OF JUNE 5, 1989. CARRIED. CONSENT AGENDA Items on the consent agenda are adopted by one motion which follows the listing. Building: 1988 Uniform Building Division requested adoption of 1988 Uniform Building Code, Code Updates (Building, Uniform Plumbing Code, Uniform Swimming Pool, Spa and Hot Tub Code, Plumbing, Swimming and Uniform Housing Code. Refer to Public Safety Committee. Pool, and Housing) Claim: Minott, CL-25-89 Claim for damages in the amount of $165 filed by Saundra Minott, 4128 Tamarac Drive South, #341, Seattle, on behalf of Roosevelt Montgomery for replacement of personal property allegedly not returned after jail term (05/05/89). Refer to City Attorney and insurance service. Claim: Fortin, CL-26-89 Claim for damages in the amount of $250 filed by Louis Fortin, 2817 30th Avenue South, Seattle, for damage to motorcycle allegedly caused when struck by City truck (05/31/89). Refer to City Attorney and insurance service. Finance: City Code Finance/City Clerk requested revision of Fee Schedule, Chapter 41, Title V, Revision, Fee Schedule Business Regulations, of City Code to correct existing errors. Refer to Ways and Means Committee. PUD: Preliminary, Honey Finance/City Clerk recommended public hearing be set on 6/19/89 to Creek, PPUD-015-84 consider limitation of access to the Honey Creek Planned Unit Development, located in the 2200 block of Jefferson Avenue NE. Council concur. Fire: 1988 Uniform Fire Fire/Fire Prevention requested adoption of 1988 Uniform Fire Code. Refer Code to Public Safety Committee. Plat Final, Henderson Hearing Examiner recommended approval of Henderson Homes, Inc. Homes, Inc., FP-023-89 Summerwind Division #3 final plat for 32 single family lots on 8.35 acres located at NE Sunset Boulevard between 139th SE and 144th SE, if extended, FP-023-89. Refer to Ways and Means Committee. Rezone: Sunset Square Hearing Examiner recommended approval of Sunset Square (ONB) (Dochnahi) (ONB) (Dochnahi), R- rezone and site approval of 1.41 acres located at the southwest corner of NE 121-8 4th Street and Bremerton Avenue NE from Office Park zone (O-P) to Business zone (B-1) for an addition to existing bank, R-121-88. Refer to Ways and Means Committee. Appointment: Board of Mayor Clymer reappointed John Dubois, 2907 Mountain View N., Renton, to Ethics a four year term on the Board of Ethics to expire on 12/31/92. Also reappointed are Donald Jacobson, 2919 NE 5th Place, Renton and Rev. Donald Hammond, 1707 Edmonds Avenue NE, Renton, to four year terms on the Board of Ethics to expire on I2/31/91. Refer to Ways and Means Committee. October 10. 1988 Renton City Council Minutes Page 293 Utility: Appeal of Water Utilities Committee recommended referral to Ways and Means Committee of Service Termination a proposed ordinance establishing appeal from notice of intent to cut off Notice water service. CAG: 88-058, 1988 Steel Utilities Committee recommended acceptance of low bid of Gary Merlino Water Main Replacements Construction Inc. in the amount of $71,075.75 for 1988 Steel Water Main in NE 2nd and NE 24th Replacement Project; Mayor and City Clerk be authorized to execute contract documents. MOVED BY KEOLKER-WHEELER, SECONDED BY MATHEWS, COUNCIL APPROVE COMMITTEE REPORTS, CONSENT AGENDA ITEMS E-H. CARRIED. CORRESPONDENCE: Zoning: Service Linen Service Linen Supply requested clarification of policy regarding provisions of Supply Request for Policy the Zoning Code prior to making specific development plans to expand their Clarification of B-1 Zone facility; and suggested that their problem could be solved if a conditional use permit could be issued to extend a non-conforming use in the B-1 zone. MOVED BY KEOLKER-WHEELER, SECONDED BY REED, COUNCIL REFER THIS MATTER TO PLANNING AND DEVELOPMENT COMMITTEE. ORDINANCES AND RESOLUTIONS Ways and Means Ways and Means Committee Chairman Stredicke presented a report Committee recommending the following ordinance for first reading: Ordinance #4176 An ordinance was read changing the zoning classification of property located Rezone: Clark, at 420, 500, 504 and 508 South Tobin Street from R-1, single family Kauzlarich, Boyden, residential, to B-1, business, zoning for Clark/Kauzlarich/Boyden; File No. R-013-88 R-013-88. MOVED BY STREDICKE, SECONDED BY MATHEWS, COUNCIL ADOPT THE ORDINANCE AS READ. ROLL CALL: ALL AYES. CARRIED. Ordinance #4177 An ordinance was read changing the zoning classification of property located Rezone: Figgins, at 4444 NE Sunset Boulevard from B-1, business, with existing restrictive R-017-88 covenants, to B-1, business, with amended restrictive covenants for Floyd and Jean Figgins; File No. R-017-88. MOVED BY STREDICKE, SECONDED BY MATHEWS, COUNCIL ADOPT THE ORDINANCE AS READ. ROLL CALL: ALL AYES. CARRIED. Ordinance #4178 An ordinance was read changing the zoning classification of approximately Rezone: Renton Public two acres of property located on Carr Road, east of Valley Medical Center Works Department, R- and south of the present Covenant Church building from R-1, single family 021-88 (Carr Road residential use, to P-1, public use; City of Renton Public Works Department; Reservoir) South Talbot Hill reservoir; File No. R-021-88. MOVED BY STREDICKE, SECONDED BY MATHEWS, COUNCIL ADOPT THE ORDINANCE AS READ. ROLL CALL: ALL AYES. CARRIED. Ordinance #4179 An ordinance was read adding a section to Chapter 1, Penal Code of Title VI Police: Obstructing (Police Regulations) to City Code relating to obstructing public officers and Officer by eliminating a section from Chapter 24, Criminal Code, of Title VI (Police Regulations) relating to adoption by reference of the State law against obstructing a police officer. MOVED BY STREDICKE, SECONDED BY KEOLKER-WHEELER, COUNCIL ADOPT THE ORDINANCE AS READ. ROLL CALL: ALL AYES. CARRIED. Ordinance #4180 An ordinance was read amending Ordinance No. 3856, passed by the City LID: 329, SW 43rd Street, Council on 10/22/84, as amended by Ordinance No. 4074, passed by the City Valley Medical Request Council on 6/15/87, by expanding the improvements authorized in those ordinances and including those improvements within those permitted under Local Improvement District No. 329. Councilman Stredicke questioned whether it is in the public interest for the city to lend its credit to an LID with only one participant. City Attorney Warren discussed State Supreme Court decision which determined that cities can lend credit to a single owner LID.. MOVED BY MATHEWS, SECONDED BY KEOLKER-WHEELER, COUNCIL ADOPT THE ORDINANCE AS READ. ROLL CALL: 5 AYES: KEOLKER-WHEELER, NELSON, MATHEWS, REED, TRIMM. 1 NAY: STREDICKE. CARRIED. • • Ways and Means Committee Chairman Stredicke presented the following ordinances for first reading: WAYS AND MEANS COMMITTEE COMMITTEE REPORT OCTOBER 10, 1988 ORDINANCES AND RESOLUTIONS The Ways and Means Committee recommends the following ordinances for second and final reading: Clark/Kauzlarich/Boyden Rezone, R-013-88, from R-I to B-1 located at 420, 508, 500, and 504 S. Tobin Street Figgins Rezone, R-017-88, from B-1 with Existing Restrictive Covenants to B-1 with Amended Restrictive Covenants Public Works Department Rezone, R-021-88, from R-1 to P-1 for property at Carr Road and 103rd SE to construct water storage tank and 16" water pipeline Ordinance Related to Obstructing Public Officer Ordinance to Expand LID 329, SW 43rd Street The Ways and Means Committee recommends the following ordinances for first reading: Ordinance Authorizing Acquisition of Property through Condemnation for Roadway Purposes (Honey Creek Associates) LID Budget Adjustments LID 332 Bonds (Oakesdale north of Grady Way) HOUSER WAY TRESTLE ACCESS TO CEDAR RIVER PARK (Referred 9/19/88) The Ways and Means Committee recommends approval of the request of the Parks Department to transfer $16,500 from within the CIP Fund to the Houser Way Trestle Project to raise the height of the trestle to 10' 9" to accommodate emergency fire equipment access to the site. APPROVAL OF VOUCHERS The Ways and Means Committee recommends approval of Vouchers No.55551 through No. 55857 in the amount of $2,142,652.19; having received departmental certification that merchandise/services have been received or rendered; Vouchers No. 55563 through No. 55565 machine voided. Richard Stredicke, Chairman .1/LIoU u4 Nancy Mathew /� bpi' i f,.t pry CITY OF RENTON, WASHINGTON ORDINANCE NO. 4178 AN ORDINANCE OF THE CITY OF RENTON, WASHINGTON CHANGING THE ZONING CLASSIFICATION OF CERTAIN PROPERTIES WITHIN THE CITY OF RENTON FROM R-1 (RESIDENTIAL USE) TO P-1 (PUBLIC USE) (R-021-88; SOUTH TALBOT HILL RESERVOIR) . WHEREAS, under Chapter 7, Title IV (Building Regulations) of Ordinance No. 1628 known as the "Code of General Ordinances of the City of Renton, " as amended, and the maps and reports adopted in conjunction therewith, the property hereinbelow described has heretofore been zoned as R-1, Residential Use; and WHEREAS, a proper petition for change of zone classification of said property has been filed with the Planning Division on or about February 17 , 1988, which petition was duly referred to the Hearing Examiner for investigation, study, and public hearing, and a Public Hearing having been held thereon on or about August 23, 1988, and said matter having been duly considered by the Hearing Examiner, and said zoning request being in conformity with the City's Comprehensive Plan, as amended, and the City Council having duly considered all matters relevant thereto, and all parties having been heard appearing in support thereof or in opposition thereto; NOW, THEREFORE, THE CITY COUNCIL OF THE CITY OF RENTON, WASHINGTON, DO ORDAIN AS FOLLOWS: SECTION I : The following described property in the City of Renton is hereby rezoned to P-1, Public Use, as hereinbelow specified, subject to the findings, conclusions, and decision of the Hearing Examiner dated August 29, 1988; the Planning Manager is 1 ORDINANCE NO. 4178 , hereby authorized and directed to change the maps of the Zoning Ordinance, as amended, to evidence said rezoning, to-wit: See Exhibit "A" attached hereto and made a part hereof as if fully set forth herein. (Said property, approximately 2 acres, being located on Carr Road, east of Valley Medical Center and south of the present Covenant Church building. ) SECTION II : This Ordinance shall be effective upon its passage, approval, and five days after its publication. PASSED BY THE CITY COUNCIL this 10th day of October , 1988 . -,---47„0.e__, ced-3-2et_eo-ec, Maxine E. Motor, City Clerk APPROVED BY THE MAYOR this 10th day of October , 1988 . caC-'1\- NW,' k Earl Clymer, ayor Approv as to form: Lawrence J. W';' 1 ren, City Attorney Date of Publication: October 14, 1988 ORD. 62 :9-23-88:as . 2 5 ' ORDINANCE NO. 4178 Exhibit "A" Parcel "A" All that certain real property situate in the County of King, State of Washington, being a portion of the west half of the northwest quarter of Section 32, Township 23 North, Range 5 East, Willamette Meridian, and being more particularly described as follows : BEGINNING at the southeasterly corner of the north 200 feet of the east half of the southwest 'quarter of the northwest quarter of said Section 32; thence from said POINT OF BEGINNING, along the southerly line of said north 200 feet S88°08 ' 33"W 287 . 91 feet; thence leaving said southerly line from a tangent that bears N05°22 ' 07"E along the arc of a curve to the right having a radius of 225 . 00 feet and a central angle of 22°37 '53" , an arc length of 88 . 87 feet; thence tangent to the preceding curve N28°00 ' 00"E 152 . 70 feet; thence tangent to the preceding course along the arc of a curve to the left having a radius of 325 . 00 feet and a central angle of 15°53 ' 43" , an arc length of 90 . 16 feet; thence non-tangent to the preceding curve N88°08 ' 33"E 167 . 05 feet to a point on the easterly line of the west half of the northwest quarter of said Section 32; thence along last said easterly line SO1° 20 '56"W 300 . 00 feet to the POINT OF BEGINNING. • A PORTION OF SEC.?' =, T.23N.,R.5E.,W.M. O /// Q9P i 1'=120' QQ et, I *%q, es-07.41.20' r, + R•25.00 .h�j L.30.26 1�b'L•I..` .'S. ‘. '` J `.,. e+04' 4, 9, �9 D 'S. J .4 i Ty Si. 6.05.34'27 9' s` � ; R••25.00 ',4 1 N�t s L•37.34 -- '' Si' j o 0. • I--- I PsN ' r ' °' RI I• N h •• • O COVENANT DEVELOPMENT CORP. o - o -,1 O z kiki z C . y N' mN b" o . N.88°d8'�3E. a1 ~ . I:fi1.tY1:M4n, i �j(e�05v N �4j'2 r Pop 00 1 - o° �� .4: m 4" 1°? OA2CEL 4 '' •' it il no• F M . _ '� s N ,/ •s `' .. o mo O y„ o .�p0'9 co • ry h h ,s,t .yL�?O I "'so C v �Y 332 ••R?r' minr-*mar 257.9I -•* `d' • T p N OWOB'33'E• l Oe / ROAD DESCRIPTION EXHIBIT - 1010120.161 PF: 2715 417 I2-nay-00 15117 / 2715.02-10221 \i\T&J-J WILSEY & HAM`INC. ORDINANCE N0. 4178 ATTACHMENT B ENGINEERING • PLANNING • SURVEYING • ENVIRONMENTAL ANALYSIS • :Parcel "A"..-:—.-:..Reservoir Site ` Parcel "B" Road J `RENTON WASHINGTnN ,16 Y OF RENTON,WASHING,ON ORDINANCE NO.4178 AN ORDINANCE OF THE CITY OF RENTON,WASHINGTON CHANGING THE ZONING CLASSIFICATION OF CERTAIN PROPERTIES WITHIN THE CITY OF RENTON FROM R-1 (RESIDENTIAL USE)TO P-1 (PUBLIC USE)(R-021-88;SOUTH TALBOT HILL RESERVOIR). WHEREAS, under Chapter 7, Title IV (Building Regulations) of Ordinance No. AFFIDAVIT OF PUBLICATION 1628 n the "Code of soft s General the City of Rent nGasamend- ed, i and the maps and reports adopted in conjunction therewith, the property herein- Aucl r e y Benner ,being first duly sworn on oath states below described has heretofore been zoned as R-1,Residential Use;and that he/she is the Chief Clerk of the WHEREAS, a proper petition for change of zone classification of said property has been filed with the Planning Division on or VALLEY DAILY NEWS about February 17, 1988, which petition was duly referred to the Hearing Examiner for investigation, study, and public hearin • Kent Edition • Renton Edition • Auburn Edition and a Public Hearin having been held Dailynewspapers six (6) times a week.That said newspapers thereon mattero ora about eAngu duly co,considered andb publishedsaid having been by are legal newspapers and are now and have been for more than six the Hearing Examiner, and said zoning months prior to the date of publication referred to,printed and published request being in conformity with the City's Comprehensive Plan, as amended,and the in the English language continually as daily newspapers in Kent, King City council having duly considered all mat- County,Washington.The Valley Daily News has been approved as a legal ters relevant thereto, and all parties having been heard appearing in support thereof or newspaper by order of the Superior Court of the State of Washington for in opposition thereto; King County. NOW, THEREFORE, THE CITY COUN- CIL OF THE CITY OF RENTON, WASH- INGTON,DO ORDAIN AS FOLLOWS: The notice in the exact form attached,was published in the Kent Edition SECTION I: The following described property in the City of Renton is hereby , Renton Edition x , Auburn Edition , (and not in rezoned to P-1, Public Use, as hereinbelow supplement form) which was regularly distributed to its subscribers specified, subject to the findings, conclu- sions,during the below stated period.The annexed notice a andd decision 29,of the 1988;H theg Planning dated August Planning Ordinance No . 4178 Manager is hereby authorized and directed to change the maps of the Zoning Ordi- was published on Oc tnhp r 14, 1988 R3190 nance, as amended, to evidence said rezoning,to-wit: See Exhibit "A" attached hereto and made a part hereof as if fully set forth The full amount of the fee charged for said foregoing publication is the herein. sum of $ 76 _80 Subscribed and sworn to before is day of Oct 19_$$ 2/ '( Notary lic for the State of Washington, residing at Federal Way, King County, Washington. VDN#87 Revised 1186 C 4t` October 3, 1988 Renton City Council Minutes Page 287 Public Works: Public Works/Utilities Department requested review of ordinance provisions Termination of Water concerning termination of water service to comply with State law. Refer to Service Ordinance Utilities Committee. MOVED BY KEOLKER-WHEELER, SECONDED BY STREDICKE, COUNCIL ADOPT THE CONSENT AGENDA AS PRESENTED. CARRIED. CORRESPONDENCE Petitions were submitted by Ray Gervais, 506 Windsor Place NE, Renton, Citizen Comment: Gervais containing 556 signatures of residents supporting,retention of Fire Station No. - Petitions for Retention 12 in its present location at Harrington Avenue NE and NE 9th Street. of Fire Station No. 12 Comprehensive Plan: Added letter was read from Robert W. Thorpe, R. W. Thorpe & Associates, Southeast - R. W. Thorpe Inc., 1300 Alaska Building, 2nd and Cherry, Seattle, requesting Request for Review Comprehensive Plan update for an 80-acre parcel located north of 292nd, east of Talbot Hill Road and west of SR-167 in conjunction with Dr. Heye's property. MOVED BY TRIMM, SECONDED BY KEOLKER-WHEELER, COUNCIL REFER THIS LETTER TO THE COMMUNITY DEVELOPMENT DEPARTMENT AND REPORT BACK TO COUNCIL AS TO WHEN DISCUSSION REGARDING THE COMPREHENSIVE PLAN UPDATES WILL TAKE PLACE. CARRIED. OLD BUSINESS Planning and Development Committee Chairman Mathews presented a report Plannine and regarding the appeal of rezone for Good Shepherd of Washington Group Development Committee Home on NE 19th Street, east of Shelton Avenue NE and west of Union Appeal: Good Shepherd Avenue NE. ,The applicant had requested a rezone from R-1 to G-1, and a Group Home Rezone (NE conditional use permit to develop the site with a group home for six 19th Street), R-010-88 developmentally disabled adults. The applicant appealed the Hearing Examiner's decision #4 requiring an automated irrigation system. As to the Hearing Examiner's recommendation on the rezone, the Committee found there was.no error, and recommended concurrence in the Hearing Examiner's recommendation. As to the,Hearing Examiner's decision on the conditional use permit, the committee found an error of law in applying the landscaping and irrigation requirements on the group home without some provision being made for the hybrid nature of the use. Therefore, the committee recommended that the Hearing Examiner's decision, which requires a fully automatic irrigation system, be reversed on the condition that: The applicant post a $1,000 bond for the purpose of replacement of landscaping in the event of loss of trees, shrubbery, and/or ground cover. Any diminution of the bond amount to replace the landscaping shall be replaced by the applicant. This bond requirement shall be in effect for three (3) years. If there is a pattern of non-maintenance over a three (3) year period, the applicant herein shall be required to install an automated irrigation system as approved by city staff. If there is a pattern of proper maintenance over three (3) years, the bond may be released. However, due to the conditional use nature of the group home, the city will always be entitled to require automated irrigation if it appears that the landscaping is being ignored. MOVED BY MATHEWS, SECONDED BY REED, COUNCIL CONCUR IN THE COMMITTEE REPORT. CARRIED. PUD: Preliminary, Honey Planning and Development Committee Chairman Mathews presented a report Creek, PPUD-015-84 regarding the Honey Creek PPUD access, referred on 6/20/88. The Committee recommended that this matter should be an application for a modification to a PPUD and should be handled by the administrative staff. Therefore, this matter is being deleted from the Committee referral list. MOVED BY MATHEWS, SECONDED BY REED, COUNCIL CONCUR IN THE COMMITTEE REPORT. CARRIED. ORDINANCES AND RESOLUTIONS Ways and Means Ways and Means Committee Chairman Stredicke presented a report Committee recommending the following ordinance for first reading: Rezone: Renton Public An ordinance was read changing the zoning classification of approximately Works Department, R- two acres of property located on Carr Road, east of Valley Medical Center 021-88 (Carr Road and south of the present Covenant Church building from R-1, single family Reservoir) residential use, to P-1, public use; City of Renton Public Works Department; South Talbot Hill reservoir; File No. R-021-88. MOVED BY STREDICKE, SECONDED BY KEOLKER-WHEELER, COUNCIL REFER THIS ORDINANCE BACK TO COMMITTEE FOR ONE WEEK. CARRIED. WAYS AND MEANS COMMITTEE COMMITTEE REPORT OCTOBER 3, 1988 ORDINANCES AND RESOLUTIONS The Ways and Means Committee recommends the following ordinances for first reading: Public Works Department Rezone, R-021-88, from R-1 to P-1 for property at Carr Road and 103rd SE to construct water storage tank and 16" water pipeline Ordinance Related to Obstructing Police Officer Ordinance to Expand LID 329, SW 43rd Street The Ways and Means Committee recommends the following resolution for reading and adoption: Victoria Hills Phase II FPUD 042-85 CANCELLED JAIL CONTRACTS (Referred 9/26/88) The Ways and Means Committee recommends concurrence in the recommendation of the Police Department to cancel all outside jail contracts except Tukwila. The Police Department will notify them in writing 60 days prior to the end of the contract. , ../ 447/0/1612c)-44- Richard Stredicke, Chairman LI v Nancy Mathew Robert Hghes September 19, 1988 Renton City Council Minutes Page 270 AUDIENCE COMMENT Loren Laskow, 15 S. Grady Way, Renton; requested advancement to Planning Advancement Requested and Development Committee report regarding appeal of Renton Village Associates site approval for new eight-plex cinema located at 25 S. Grady Way, referred on 8/8/88. MOVED BY REED, SECONDED BY MATHEWS, COUNCIL SUSPEND THE REGULAR ORDER OF BUSINESS AND ADVANCE TO OLD BUSINESS, PLANNING AND DEVELOPMENT COMMITTEE REPORT. CARRIED. Plannine and Planning and Development Committee Chairman Mathews presented a report Development Committee indicating that the appeal is based on a requirement by the Hearing Examiner Appeal: Renton Village that the applicant install a road between Renton Village Place and Grady Associates Site Approval, Way. The committee found .that the Hearing Examiner committed an error in SA-103-87 requiring this road since there is no evidence that requiring this road is necessary or wise at this time. However, the committee did find that a road may be necessary upon future development. Therefore, the committee recommended that the Council approve the site plan as amended and as appears on the landscape plan as revised August 22, 1988. Further, the committee recommended that approval be conditioned upon the recording of a covenant to run with the land, said covenant will require the applicant to install a road upon the next application for site plan approval, unless waived by the city. The Committee recommended that the Hearing Examiner's decision be reversed as to the requirement of the road on the condition that this applicant record a covenant requiring a road upon future development. MOVED BY MATHEWS, SECONDED BY REED, COUNCIL CONCUR IN THE COMMITTEE REPORT. CARRIED. Upon Council inquiry, it was clarified that the covenants will be applicable to the present applicant or any future applicant/owner(s) if subsequent development application is submitted for any portion of the Renton Village Shopping Center, including the theater site and the Evergreen building site. CARRIED. CONSENT AGENDA Items on the Consent Agenda are adopted by one motion which follows the listing. Claim: Chiafalo, CL-44- Claim for damages in the approximate amount of $700 filed by Theresa 88 Chiafalo, 6130 93rd SE, Mercer Island, for damage to automobile allegedly caused as a result of striking pipe protruding in roadway near Carco Theater (08/18/88). Refer to City Attorney and insurance service. Claim: Wheatman, CL- Claim for damages in the amount of $432.62 filed by Joann Wheatman, 3308 45-88 Park Avenue North, Renton, for damage to automobile allegedly incurred when hit by Parks Department truck near North Highlands Recreation Center (08/29/88). Refer to City Attorney and insurance service. Claim: Tecket, CL-46-88 Claim for damages in the amount of $259.44 filed by Max Tecket, 320 Morris Avenue South, Renton, for damage to residence allegedly incurred from gunfire discharged during altercation between Renton police officers and burglary suspect (08/28/88). Refer to City Attorney and insurance service. Claim: Murray, CL-47-88 Claim for damages in the amount of $1,046.00 filed by Mutual of Enumclaw Insurance Company on behalf of Donald and Nancy Murray, 26427 156th Place SE, Kent, for damage to residence allegedly caused as a result of gunfire exchange when Renton police and King County police attempted to serve warrant (08/11/88). Refer to City Attorney and insurance service. Rezone: Renton Public Hearing Examiner recommended approval of rezone for City of Renton Works Department. R- Public Works Department from R-1 to P-1 for property at Carr Road and 021-88 103rd SE to construct water storage tank and 16-inch water pipeline. Refer to Ways and Means Committee. Parks: Community Center Parks/Public Works Departments requested authorization to enter into Undercrossing Contract contract with Burlington Northern Railroad to raise trestle height at Houser with Burlington Northern Way/Cedar River Park in meeting emergency access requirements of Railroad Company Community Center Master Plan. Refer to Ways and Means Committee. MOVED BY KEOLKER-WHEELER, SECONDED BY TRIMM, COUNCIL ADOPT THE CONSENT AGENDA AS PRESENTED. CARRIED. `L f For.Use By/City Clerk's Office Only A. I . # G, A AGENDA ITEM RENTON CITY COUNCIL MEETING SUBMITTING Dept./Div./Bd./Comm. HEARING EXAMINER For Agenda Of September 19, 1988 Staff Contact FRED J . KAUFMAN (Meeting Date) (Name) Agenda. Status: SUBJECT: CITY OF RENTON PUBLIC WORKS DEPARTMENT Consent • , * Rezone from R-1 to P-1 property at Carr aid Public Hearing 103rd S.E. to construct a water storage tank Correspondence and a. 16 inch water service pipeline. A Ordinance/Resolution X roadway to serve the reservoir is also needed. Old Business Exhibits: (Legal Descr. , Maps, Etc.)Attach New Business Study Session A. Yellow File Other B. C. Approval : Legal Dept. Yes_ No N/A_ COUNCIL ACTION RECOMMENDED: Finance Dept. Yes No. N/A REFER TO WAYS AND MEANS COMMITTEE Other Clearance FISCAL IMPACT: Expenditure Required $ Amount $ Appropriation- $ Budgeted Transfer Required SUMMARY (Background information, prior action and effect of implementation) • (Attach additional pages if necessary.) This is a City project and the Site Approval is approved with conditions, one of which is the approval by the City Council of the rezonerequest. - PARTIES OF RECORD/INTERESTED CITIZENS TO BE CONTACTED: See Yellow File • SUBMIT THIS COPY TO CITY CLERK BY NOON ON THURSDAY WITH DOCUMENTATION.' %i !'idai, CITY OF RENTON -a HEARING EXAMINER Earl Clymer, Mayor Fred J. Kaufman Sepember 13 , 1988 Ron Olsen Public Works Department City of Renton 200 Mill Avenue South Renton, WA 98055 RE: Public Works Department File No. R-021-88 and SA-021-88 Dear Mr. Olsen: The Examiner' s Report and Recommendation regarding the referenced request has not been appealed within the time period established by ordinance. Therefore, this matter is being submitted to the City Clerk this date for transmittal to the City Council for review. You will receive notification of final approval, as well as a copy of the enacting ordinance, from the City Clerk upon adoption by the City Council. You will be notified of all action taken by the City Council upon approval of the request. Please feel free to contact this office if further assistance or information is required. Sincerely, FRED J. KAUFMAN HEARING EXAMINER - FJK:dkfCity cc: Clerk Building Division Planning Division • 200 Mill Avenue South - Renton, Washington 98055 - (206) 235-2593 AFFIDAVIT OF SERVICE BY MAILING STATE OF WASHINGTON ) )ss. County, of King ) Fred J. Kaufman being first duly sworn, upon oath, deposes and states: That on the 29th day of August , 1988 affiant dUrHand, elivere a repprt a it ;1414M9cx 1f�x�d �cbci'cScxZWWWxWRikROx c 45cxax cxatixelapa containing a decision or recommendation addressed to the parties of record in the below entitled application or petition. 7[711 4/1:1;;41bhs--- SUBSCRIBED AND SWORN to before me this „Ma, day of atirt , 1988 ` \09 �/�I jv) Y\/ Notary Pu i4n apd for the State of Washington, residing at r 7d-ru , .therein. Application, Petition, or Case #: City Of Renton;R-021-88;SA-021-88 (The minutes contain a list of the parties of record.) A. August 29, 1988 OFFICE OF THE HEARING EXAMINER • CITY OF RENTON REPORT AND RECOMMENDATION APPLICANT: CITY OF RENTON, PUBLIC WORKS DEPARTMENT File No.: R-021-88 and SA-021-88 LOCATION: Located to the south of Carr Road at 103rd Place S.E. SUMMARY OF REQUEST: Rezone of approximately two acres from R-1 to P-1 and site plan approval to allow construction of a water storage tank as well as approval to install a 16 inch water service pipeline. This request also includes a roadway to serve the proposed reservoir. SUMMARY OF ACTION: Planning Division Recommendation: Approval with conditions. PLANNING DIVISION REPORT: The Planning Division Report was received by the Examiner on August 16, 1988 PUBLIC HEARING: After reviewing the Planning Division Report, examining available information on file with the application, and field checking the property and surrounding area, the Examiner conducted a public hearing on the subject as follows: MINUTES The hearing was opened on August 23, 1988 at 9:45 A.M. in the Council Chambers of the Renton Municipal Building. Parties wishing to testify were affirmed by the Examiner. The following exhibits were entered into the record: Exhibit #1 - Yellow File containing application, proof of posting and publication and other documentation pertinent to this request. Exhibit #2 - Assessors Map. Exhibit #3 - Site Plan. Exhibit #4 - Rendering of site looking east. Exhibit #5 - Landscape rendering. Exhibit #6 - Plan showing mitigation of springs located on site. The hearing opened with a presentation of the staff report by the Senior Planner, Jeanette Samek- McKague. The Examiner called for further testimony regarding this project. There was no one else wishing to speak, and no further comments from staff. The hearing closed at 10:25 A.M. FINDINGS, CONCLUSIONS & DECISION: Having reviewed the record in this matter, the Examiner now makes and enters the following: FINDINGS: 1. The applicant, The City of Renton, Public Works Department, filed a request for approval of a reclassification of approximately 1.58 acres of property from R-1 (Single Family; Lot size - 7,200 sq ft) to P-1 (Public/QuasiPublic) together with a site plan for a water storage tank or reservoir on the site. City of Renton, Public Works :L. rtment R-021-88 and SA-021-88 August 29, 1988 Page 2 2. The yellow file containing the staff report, the State Environmental Policy Act (SEPA) documentation and other pertinent materials was entered into the record as Exhibit #1. 3. The Environmental Review Committee (ERC), the City's responsible official issued a Declaration of Non-Significance (DNS) for the subject proposal. 4. The subject proposal was reviewed by all departments with an interest in the matter. 5. There was no opposition from the public regarding the subject proposal. 6. The subject site is located to the south of Carr Road at what will be the southerly extension of 103rd Place S.E. The city plans on extending the roadway to serve the subject site and vicinity. 7. The site was annexed into the City with the adoption of Ordinance 4142 enacted by the City Council in April, 1988. The site was automatically zoned R-1 at that time. 8. The applicant has requested that the R-1 zoning be changed to reflect the public nature of the proposed reservoir. The reservoir will be owned and operated by the City of Renton. The city has generally applied P-1 zoning, the type requested for this site, to public projects such as schools, parks and city shop facilities. 9. The map element of the Comprehensive Plan designates the area in which the subject site is located as suitable for the development of single family uses, but does not mandate such development without consideration of other policies of the plan. 10. The parcel is roughly trapezoidal. The base of the trapezoid, the south property line, is approximately 288 feet in length. The western property line is approximately 330 feet long. The northern property line is approximately 165 feet long, while the eastern property line is approximately 300 feet long. 11. The site slopes downward from east to west with a substantial gradient. The elevation at the eastern property line is approximately 360 feet dropping to approximately 305 feet at the western property line. 12. The applicant intends to utilize the slope to screen the reservoir from the easterly properties in the vicinity. The reservoir will be located near the approximate center of the site on a leveled building pad. A terrace with an engineered retaining wall be constructed at the eastern edge of the tank site. The floor elevation of the tank will be 323 feet. 13. The tank will be approximately 28 feet tall. The elevation of the top of the tank will be at approximately elevation 351 feet. Properties east of the tank will look out and above the tank as they are situated at or above elevation 360 feet. The diameter of the tank is 100 feet. 14. The area is a mix of developed and undeveloped parcels. North of the site is single family development and a church. In unincorporated King County east of the site are undeveloped parcels, single family homes and a mobile home park. Undeveloped parcels and scattered single family uses are located south of the site. Commercial, multiple family apartment and public uses are located west of the site toward SR-167. 15. The reservoir will have a capacity of approximately one million gallons. It will serve a newly constructed 16 inch water line. A new road, the extension of 103rd Place S.E. will be constructed to provide access to the site. 16. There will be no personnel permanently attached to the site. Periodic maintenance will be required. 17. The new reservoir will serve the growing residential and commercial uses now developing in the vicinity, including the expanding Valley Medical Center. 18. Within the last few years a number of properties to the west along Talbot Road have been reclassified to P-1, O-P and for medium density multiple family development. 19. The applicant has devised a plan to protect the natural spring on the site and to channel the natural seepage which occurs in this area of the hillside. 20. The applicant has proposed landscaping the site and providing larger screening type trees around the facility. They have also agreed to plant additional materials suggested by the landscape architect to enhance the screening effect. City of Renton, Public Works Department R-021-88 and SA-021-88 August 29, 1988 Page 3 CONCLUSIONS REZONE 1. The proponent of a rezone must demonstrate that the request is in the public interest, that it will not impair the public health, safety and welfare and in addition, complies with at least one of the criteria found in Section 4-3010, which provides in part that: a. The subject site has not been considered in a previous area-wide rezone or land use analysis; or b. The subject site is potentially designated for the new classification per the Comprehensive Plan; or c. There has been a material and substantial change in the area in which the subject site is located since the last rezoning of the property or area. The requested classification is justified although it appears that the reservoir could have been constructed under a conditional use permit in the existing R-1 zone. 2. Reclassification of the site to P-1, as requested, will be consistent with the zoning applied to most city owned facilities. Most property owned and operated by the City for public purposes is similarly zoned P-1. 3. The zoning is generally compatible with the existing zoning in the area and does not necessarily permit an intrusive use in the area. The use could have been established in the R-1 zone by conditional use permit if it appeared necessary to serve the public health, safety and welfare. In addition to the map element of the Comprehensive Plan, its goals and objectives identify the provision of an adequate water supply as an important objective. The proposed zoning is compatible with the text, if not exactly with the map element of the Comprehensive Plan. 4. The use is definitely intended to further the public health, safety and welfare by expanding the availability of water to the public hospital and the expanding residential and commercial uses in the general vicinity. 5. A number of parcels west of the site have been reclassified within the last five years to permit more intense development of what had been a more rural area. The rezone requested will permit development of the subject site with an expanded water storage capacity to serve the growing area. 6. The P-1 zoning appears generally compatible with development in the area and should be approved by the City Council. SITE PLAN 7. The site plan ordinance provides a number of specific criteria generally represented in part by the following enumeration,:., a. Conformance with the Comprehensive Plan; b. Conformance with the Building and Zoning Codes; c. Mitigation of impacts on surrounding properties and uses; d. Mitigation of the impacts of the proposal on the subject site itself; e. Conservation of property values; f. Provision for safe and efficient vehicle and pedestrian circulation; g. Provision of adequate light and air; h. Adequacy of public services to accommodate the proposed use; The proposed use satisfies these and other particulars of the ordinance. City of Renton, Public Works L.,,,..rtment R-021-88 and SA-021-88 August 29, 1988 Page 4 8. As indicated above, the proposed use appears to comply with the Comprehensive Plan, especially those provisions calling for an adequate supply of water for domestic and fire flow purposes. P-1 uses have been established in various neighborhoods to permit the city to provide necessary urban services which would include water reservoirs. Obviously siting reservoirs requires specific criteria to assure that they can provide the necessary pressure to serve a surrounding area. They generally are located at higher elevations to take advantage of gravity to deliver water to lower surrounding areas. 9. This need for higher elevations results in a more visible and sometimes intrusive location. Sensible site planning and landscaping can minimize this intrusion. This facility will be built on a level building pad which will accommodate its height without intruding into the views of parcels above and east of the site. The tank will be stepped into the existing topography. 10. The applicant will provide perimeter landscaping and has added additional materials to screen the use from most vantage points. Its affects on neighboring property should be minimal. 11. The applicant will protect and channel an existing spring on the site, thereby preserving some of the natural amenities of this hillside. The hillside is subject to natural seeping and water will be conveyed through the site, again, preserving the natural flows to the adjacent properties. 12. The newly created road appears reasonably safe and will provide the necessary access to the subject site. 13. The tank is reasonably set back from the perimeter of the site and should permit the passage of adequate light and air to surrounding properties. On-site conditions will not be appreciably affected by light and air issues. 14. The proposed site plan appears reasonably designed and located to serve the public use and interest and with the provision of plans to work around the natural spring and supplement the landscape materials the plan should be an asset to the community. RECOMMENDATION The City Council should approve the reclassification of the subject site from R-1 to P-1. DECISION The site plan is approved subject to approval of the rezone by the City Council and to the following additional conditions: 1. The applicant install landscaping subject to the approval of the landscape architect. 2. The applicant modify the plans as necessary to accommodate the natural spring or springs on the subject site and maintain the natural flow to adjacent properties. ORDERED THIS 29th day of August, 1988. FRED J. KAU AN 111\ � HEARING EX MINER TRANSMITTED THIS 29th day of August, 1988 to the parties of record: Ron Olsen Public Works Department City of Renton 200 Mill Avenue South Renton, Washington 98055 City of Renton, Public Works Department R-021-88 and SA-021-88 August 29, 1988 Page 5 TRANSMITTED THIS 29th day of August, 1988 to the following: Mayor Earl Clymer Councilman Richard M. Stredicke Don Erickson, Zoning Administrator Richard Houghton, Public Works Director Members, Renton Planning Commission Larry M. Springer, Planning Manager Glen Gordon, Fire Marshal Ronald Nelson, Building Director Lawrence J. Warren, City Attorney John Adamson, Developmental Program Coordinator Gary Norris, Traffic Engineer Renton Record-Chronicle Pursuant to Title IV, Section 3015 of the City's Code, request for reconsideration must be filed in writing on or before 5:00 P.M. . Any aggrieved person feeling that the decision of the Examiner is based on erroneous procedure, errors of law or fact, error in judgment, or the discovery of new evidence which could not be reasonably available at the prior hearing may make a written request for a review by the Examiner within fourteen (14) days from the date of the Examiner's decision. This request shall set forth the specific errors relied upon by such appellant, and the Examiner may, after review of the record, take further action as he deems proper. An appeal to the City Council is governed by Title IV, Section 3016, which requires that such appeal be filed with the City Clerk, accompanying a filing fee of $75.00 and meeting other specified requirements. Copies of this ordinance are available for inspection or purchase in the Finance Department, first floor of City Hall. The Appearance of Fairness Doctrine provides that no ex parte (private one-on-one) communications may occur concerning pending land use decisions. This means that parties to a land use decision may not communicate in private with any. decision-maker concerning the proposal. Decision-makers in the land use process include both the Hearing Examiner and members of the City Council. All communications concerning the proposal must be made in public. This public communication permits all interested parties to know the contents of the communication and would allow them to openly rebut the evidence. Any violation of this doctrine would result in the invalidation of the request by the Court. 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NOTES ZE MULCH ZO'WIDE �\ _ 11+00 / • �, © • BERM R0,40,SEE L`"r 1-�' G •„ / ' OG y \\ i ,.+' 7. ne• O ©O© © © ©. iiii 3� t \ `•tea \ .-�k/1/I `-UNDISTURBED • © O Q GO }�5 • \ \ • •- �_f Y:•Y • (TYPO-•\ •'350 °1�• ® -I.CV D.•STL' •, •EO NATURAL \ - I Lei J"_ • ., VE.:�_-AT/CN.�T.YP 1 'o /, J' • • All • I �' I 3!_pns • . , • `l O' I \, SNRUJ Pi 350- .N-�200 _ _ ' ...P2 • . — NTS LANOSCAP/lVG !'LAN E,00�-----_ --- . - _ /^=zo, - . OO— DSDHJR M//!FR • REUSE OF DOCUMENTS THIS DOCUMENT.AND THE IDEAS AND DESIGNS INCOR• BAR IS ONE INCH ON CM'OF RENTON aIIIIIIIf UR R.K.LArrA PORATEO HEREIN.AS AN INSTRUMENT OF PROFESSIONAL ORIGINAL DRAWING. WASHINGTON • SERVICE.IS THE PROPERTY OF CHEM HILL AND ISNOT TO BE oar LANDSCAPI pfMHILL CHA USED.IN WHOLE OR IN PART.FOR ANY OTHER PROJECT IF NOT ONE INCH ON SOUTH TALBOT HILL • - APVD NO. WITHOUT THE WRITTEN AUTHORIZATION OF CHIM MILL THIS SHEET,ADJUST RESERVOIR • DATE REVISION BY APVO DOOM MILL SCN FS ACCORDINGLY. MEMORANDUM TO T re& /bo4ke. DATE -ever) Z�I' FROM SUBJECT 0_..4%) at)tratNiv4,) WvSAA g2Co f ��A- oa-1-ge) N1/4VV41-0 IP11.03.4.ThALt. Actives Pieztior, — ai4 mETR0 „ Municipality of Metropolitan Seattle Exchange Building • 821 Second Ave. • Seattle,WA 98104-1598 August 18, 1988 �'OiICY DE�IELOFr�Lt�7 UchN�tti�Eiii CRY OF REN'ON 1: AUG 1 9 1988 ECE11 V- E ' LD Donald Erickson, Zoning Administrator Environmental Review Committee Building & Zoning Department 200 Mill Avenue S. Renton, Washington 98055 Determination of Non-Significance File No. : ECF-021-88 City of Renton, Public Works Dept. Dear Mr. Erickson: Metro staff has reviewed this proposal and offers the following comments. Wastewater Treatment Facilities The Public Works Department should submit plans for the proposed water main in Carr Road to Metro's Engineering Services Division to ensure that placement of the main does not conflict with Metro's South Renton Trunk Sewer. This sewer is located under Carr Road east of 98th Avenue SE. For further information contact Jim Hawthorn of Metro's Engineering Services Division at 684-1303 . Water Quality This project should involve no significant water quality impacts. Thank you for the opportunity to review and comment. Sincerely, . Gregory M. Bush, Manager Environmental Planning Division GMB:wsg OF R4 • - 1, .GZ I 1 Q k fr �F ,� Y Vn o o•?,,TEb SEPtE0# PUBLIC:; City of Renton Land Use Hearing Examiner '' will hold a NEARING CITY COUNCIL CHAMBERS , CITY HALL ON AUGUST 23, 1988 BEGINNING AT 9:00 A.M. P.M. CONCERNING: .ECITY0OF-OF RENTON0RESERVOIR-021- 88 APPLICATIONS TO: A) REZONE APPROXIMATELY TWO ACRES OF PROPERTY FROM R-1, RESIDENTIAL USE, TO P-1, PUBLIC USE; AND B) •.SITE PLAN APPROVAL TO ALLOW THE CONSTRUCTION OF A WATER STORAGE TANK (APPROXIMATELY 1 MILLION GALLON TANK) TOGETHER WITH A 16 INCH WATER SERVICE PIPELINE , AND ADJACENT ROADWAY. / r iI I • `/ -r - ° f.. W - „....-I 3e VALLEY GENERAL I Q •, `;I ° O jy HOSPITAL I • e � f O 5z T 'T. I . �` . / ' '' aP P 1 R .. ----- I _T_ 5v�JEc. I 11 : i fie_ -{ P-i SI Tt =may R-3 •A., e• . • :••Ni i•w �.....k h�•� j..:,.i..[DV V. _d.i• • : 4.4OW* 1 1.-. _ i•:•..❖. „ • • GENERAL LOCATION AND/OR ADDRESS: ' THE RESERVOIR WILL BE LOCATED ON CARR ROAD, EAST OF VALLEY MEDICAL CENTER AND , SOUTH OF THE COVENANT CIIURCH BUILDING. THE WATERMAIN WILL BE INSTALLED IN CARR ROAD FROM VALLEY MEDICAL CENTER TO 103rd PLACE S.E. AND UP THE RESERVOIR ACCESS ROAD (143rd PLACE S.E.) . FOR FURTHER INFORMATION CALL THE CITY OF RENTON BUILDING&ZONING DEPARTMENT 235-2550 THIS NOTICE NOT TO BE REMOVED WITHOUT — _ -__ PROPER AUTHORIZATION • CERTIFICATION I , OEM (--. L.iOD , HEREBY CERTIFY THAT III' ( s ) COPIES OF THE ABOVE DOCUMENT WERE POSTED BY ME IN "11-h.tte ( 70 CONSPICUOUS PLACES ON OR NEARBY THE DESCRIBED PROPERTY ON AU 'usT IZ, 1gMo ATTEST: Subscribed and sworn to before me, a Notary Public in and for the State of Washington , residing in )1 on the 1�° SIGNED : , day of q68 CITY OF RENTON HEARING EXAMINER PUBLIC HEARING AGENDA COMMENCING AT 9 : 00 A.M. , August 23rd, 1988 COUNCIL CHAMBERS, SECOND FLOOR, RENTON MUNICIPAL BUILDING The applications listed are in order of application number only and not necessarily the order in which they will be heard. Items will be called for hearing at the discretion of the Hearing Examiner. KBI Diversified, Ltd. , The Renton Ridge Apartments Applications to rezone 1.4 acres of property from R-1 Residential single-family to R-3 residential multi-family and for site plan approval to allow a 108 unit apartment complex on a 5.74 acre property (1.4 acre site combined with 4 . 34 acre parcel zoned R-4, residential multiple family) . Property is located on the west side of Aberdeen Avenue N.E. , between 973-1021 Aberdeen Avenue N.E. ECF-005-88 ; R- 005-88; SA-005-88 City of Renton Reservoir Applications to: a) rezone approximately two acres of property from R-1, Residential Use, to P-1, Public Use; and b) site plan approval to allow the construction of a water storage tank (approximately 1 million gallon tank) together with a 16 inch water service pipeline and adjacent roadway. The reservoir will be located on Carr Road, east of Valley Medical Center and south of the Covenant Church Building. The watermain will be installed in Carr Road from Valley Medical Center to 103rd Place S.E. and up the reservoir access road (143rd Place S.E. ) . ECF-021-88, R-021-88, SA- 021-88 . BUILDING AND ZONING DEPARTMENT PRELIMINARY REPORT TO THE HEARING EXAMINER PUBLIC HEARING August 23, 1988 APPLICANT: City of Renton, Public Works Department. FILE NUMBER: ECF-021-88, SA-021-88, R-021-88 LOCATION: Site is located to the south of Carr Road at 103rd Place S.E. A. SUMMARY AND PURPOSE OF REQUEST: The applicant seeks to: a) rezone approximately two (2) acres of property from R-1, Residential Use, to P-1, Public Use; b) obtain site plan approval to allow the construction of a water storage tank (approximately one million gallon capacity) ; and c) obtain approval for the installation of a sixteen (16) inch water service pipeline and construction of an adjacent roadway to serve the reservoir. B. GENERAL INFORMATION: 1. Owner of Record: City of Renton 2 . Applicant: City of Renton - Public Works Department 3 . Existing Zoning: R-1, Single-Family Residential Use. 4 . Existing Zoning in the Area: G-1, General Use; R-1, Single- Family Residential; R-3, Medium Density, Multi-Family; 0-P, Office Park; and P-1, Public Use. 5. Comprehensive Land Use Plan: Greenbelt 6. Size of Property: 1. 58 acres 7 . Access: Access is proposed to be achieved via an extension of 103rd Place S.E. , to be installed south of existing Carr Road. The construction of this road is proposed as a part of this application. 8 . Land Use: The subject property is undeveloped. 9 . Neighborhood Characteristics: North: Residential development; Faith Covenant Church; undeveloped property. East: Property to the east is in unincorporated King County. Parcels include undeveloped sites and residential uses. South: Property include low density single family residential development; raising of crops and stock; and vacant parcels. West: Property includes multi- family residential uses, public uses, offices, and vacant land. PRELIMINARY REPORT TO HEARING EXAMINER PUBLIC HEARING August 23, 1988 Page 2 C. HISTORICAL/BACKGROUND: Action File Ordinance Date Annexation 4142 4/25/88 D. PUBLIC SERVICES: 1. Utilities a. Water: Water service can be made available to the site through the Soos Creek Water District. b. Sewer: Sewer service can be made available to the site through the Soos Creek Sewer District. c. Storm Water Drainage: Storm water drainage is achieved through natural percolation. 2 . Fire Protection: Provided by the City of Renton as per ordinance requirements. 3 . Transit: Not applicable. 4. Schools: Not applicable. E. APPLICABLE SECTIONS OF THE ZONING CODE: 1. Section 4-706, R-1, Residential Zone. 2 . Section 4-710, P-1, Public Zone. 3 . Section 4-738, Site Plan Review 4 . Section 4-745, Greenbelt Regulations 5. Section 4-3014 (C) Hearing Examiner (Reclassification) F. APPLICABLE SECTIONS OF THE COMPREHENSIVE PLAN OR OTHER OFFICIAL CITY DOCUMENT: 1. Comprehensive Plan Compendium, March 1986, Policies Element Viii - Utilities, page 22 . 2 . Comprehensive Plan Compendium, March 1986, Greenbelt Policies, pate 30. 3 . Comprehensive Plan Compendium, March 1986, Area Specific Policies II -- Southeast Renton. 4. Water Service Comprehensive Plan G. DEPARTMENT ANALYSIS: 1. The City of Renton Public Works Department seeks approval to rezone 1. 58 acres of undeveloped property from R-1, Residential Use to P-1, Public Use, and site approval to construct: a) a water reservoir of approximately a one million gallon capacity; b) a sixteen (16) inch water service pipeline; and c) a service road to the property (an extension of 103rd Place S.E. ) The proposed rezone of this property is intended to facilitate the City' s long-range planning goals for the area and to implement City policies for provision of public services to community members. The proposed development is intended to address present and anticipated future needs for water service in the southern section of the City. •PRELIMINARY REPORT TO HEARING EXAMINER PUBLIC HEARING August 23, 1988 Page 3 2 . Pursuant to the City of Renton's Environmental Ordinance and SEPA (RCW 43 .21 (C) , 1971, as amended) the Environmental Review Committee, the responsible official issued a Determination of Non- Significance on August 8, 1988. 3 . Section 4-3014 (C, l) lists three criteria that the Hearing Examiner is asked to consider along with all other relevant information in making a recommendation of approval to the City Council. a. That substantial evidence presented demonstrating the subject reclassification appears not to have been specifically considered at the time of the last area land use analysis and area zoning. The subject property is located in the South Renton Area Planning which has not been reviewed for updating since the plan was approved in 1980. At that time the City determined that the property was best suited fo single family uses. There was not discussion of a public use at this location. b. That the property is potentially classified for the proposed rezone being requested pursuant to the policies set forth in the Comprehensive Plan and conditions have been met which would indicate the change is appropriate. The proposed rezone request to P-1, Public Use, is not consistent with the comprehensive plan map which shows the site as single family. As noted in the comprehensive plan compendum, the comprehensive plan is merely a guide (page 3) ; that a review of the comprehensive plan is only one factor in the review of a rezone request. The rezone request does comply with certain policies of the comprehensive plan which are as follows: VIII. UTILITIES GOAL; TO ENSURE AN ADEQUATE SUPPLY AND EQUITABLE DISTRIBUTION OF UTILITY SERVICES. A. GENERAL OBJECTIVE: Utilities should be well planned, located, designed, constructed, and maintained and should be upgraded where necessary. Policy 2 . Utilities should be designed to accommodate anticipated development of an area. Policy 3 . In areas where utilities are inadequate, plans and priorities for improving the system should be implemented by the appropriate public and/or private agencies. Policy 7 . Utility buildings and structures should be minimized in residential areas. When such location is unavoidable, the site and structure should be designed. to blend in with the surroundings. Policy 8. Utility facilities in residential areas should be limited to those facilities required for local service. Policy 9 . Adverse effects of utilities on adjacent uses should be minimized B. WATER OBJECTIVE: An adequate water supply and distribution system should be assured. Policy 1. An adequate supply of water with sufficient water pressure and flow for fire should be provided. PRELIMINARY REPORT TO THE HEARING EXAMINER PUBLIC HEARING August 23, 1988 Page 4 c. That since the last previous land use analysis of the area zoning of the subject property, authorized public improvements, permitted private development or other circumstances affecting the subject property have undergone significant and material chancre. The subject property is located in an area which is being developed with medical offices and support services. In the last 10 years, several acres of property have been rezoned to allow such. For example, Valley Medical Center is currently redeveloping property to allow the development of a medical office building and psychiatric wing. The Valley Place property, owned by Valley Medical has , or is, nearing approval for a rezone of property from P-1, Public Use, to O-P, Office Park, and the Valley Gardens_ Building on Carr Road, northeast of the subject property, is currently being developed with an office building. In addition properties in King County have been developed with medical/dental office and support services. In addition improvements have either been made to nearby intersections in the area (particularly Talbot Roads and S. 43rd St. ) or are scheduled to occur in the near future. The final test to determine whether a rezone is appropriate is to address the Question of timeliness. Is it appropriate to rezone the subject property at this time? The subject rezone is timely, in that there is a community need at this time for the reservoir in order to provide adquate water service and fire flow to the hospital/ medical community in the area. 4. Section 4-738 (D, l) lists ten criteria that the Hearing Examiner is asked to consider along with all other relevant information in making a decision on a Site Plan Approval application. These include the following: a. Conformance with the Comprehensive Plan, its elements and policies; As noted above under 3b, the project is inconsisten with the Comprehensive Plan Map designation of Single Family. However, when one looks at the other policies, the project is in keeping with the Comprehensive Plan policies. b. Conformance with existing land use regulations; The project conforms with the development standards of the P- 1, Public Use Zone and other land use regulations. In addition, the applicant has applied for site plan review in order to comply with the requirement in the P-1 zone that public projects must receive site plan approval. c. Mitigation of impact to surrounding properties and uses; The applicant has located the tank on the site so that it is located closer to the south and east property lines, away from future developments to the north and west. To the south is the State pit which is still being operated. Development on that site may be limited to Single Family development since the Comprehensive Plan Map shows the majority of the site as a greenbelt and the Zoning Map designates that property as G-1, General Use (large lot single family) . Properties to the west of the site should be minimally impacted by the tank due to the fact that the topography of the site will "hide" the tank. Visually persons living in the .PRELIMINARY REPORT TO -.__ HEARING EXAMINER PUBLIC HEARING August 23 , 1988 Page 5 mobile home park in King County will look over the top of the tank. Of concern to staff was an issue of landscaping of the site. The plantings proposed blend with that of the natural vegetation of the surrounding hillside. However, in looking at the site from the properties to the south, west and north, the proposed landscaping plan will not provide a good visual buffer. Therefore, the applicant should work with the City's Landscape Planner to develop a revised landscape plan which will achieve the necessary buffering effect for the adjacent properties. d. Mitigation of impacts to surrounding properties and uses; The applicant has to the extent possible has not done any unnecessary grading. Where possible the existing vegetation has been retained. This development will require the extensive use of rockeries and retaining walls. The information submitted to us regarding slopes on the site indicates that the steepest slope on the site is 25%. Therefore, no restrictions have been placed on the project as a result of compliance the greenbelt ordinance. It has come to our attention that there may be one or two small springs running through the site. It is not clear on the applicant' s site plan if this is the case. The applicant's checklist does note that there is surface water on or near the site which apparently drains into Panther Creek. The applicant should revise the site plan to reflect the location of any springs on the site to ensure that water quality is maintained and to the greatest extent possible the drainage system is left in a natural state. e. Conservation of area-wide property values; The subject proposal is expected to enhance property values by establishing a high quality of design for this type of facility. f. Safety and efficiency of vehicle and pedestrian circulation; The applicant has provided safe and efficient vehicular and pedestrian access to the site. There will not be anyone stationed at the site. City staff will visit the site for routine checks and maintenance. g. Provision of adequate light and air; The size and location of the subject property, together with the siting of the development (as presented and/or with proposed revisions) demonstrates sufficient open space (e.g. parking, landscaping, unimproved areas) to provide adequate light and air for complex and for adjacent developments. h. Mitigation of noise, odors, and other harmful or unhealthy conditions; Other than during construction noise is not expected to be a problem and even then the City's noise ordinance should prevent unduly or excessively high noise levels. Odors or other harmful or unhealthy conditions are not expected. i. Availability of public services and facilities to accommodate the proposed use; and Development of the proposed project is not expected to create a burden on public services and facilities. • 'PRELIMINARY REPORT TO '1.nE HEARING EXAMINER PUBLIC HEARING August 23 , 1988 Page 6 j . Prevention of neighborhood deterioration and blight. The subject proposal, as recommended to be modified, includes building design, parking layout and landscaping plans which should enhance surrounding property values and encourage continuation of an existing trend toward improvement of properties in the area. 6. Various City staff have reviewed and commented on the project. These comments are attached to this report for review. 7. The subject project and rezone will not result in a burden to public services and will in fact be meeting a community need. Thereofore, it is in the public interest to approve the rezone and site plan with recommended modifications. H. DEPARTMENTAL RECOMMENDATION: Based upon the above analysis, it is recommended that the Hearing Examiner approve the rezone outright and approve the site plan with the following conditions: 1. That the applicant work with the City's Landscape Planner to revise the landscape plan to ensure adequate buffering of properties especially to the west and north. 2 . That the applicant revise the site plan to reflect any springs which may be on-site. If springs are located on-site, the applicant will work with Planning Division staff on preserving as much of the spring(s) in a natural state. • p^ 1 v 30 p [ itt^ er 54 ) V •VALLEY GENERAL. 0 i =i9I10 . Js I'• OP HOSPITAL ` ;.. `15 q% l ;, 76 Q"� 26 �4� 1'f t 2 2 5 / aisi6 r 28 24 C� At VC.ARR- �� i7_ " 21 \23 . s. i1) /19 I20' 22 ---, 44 4� . • .is .. , , Ito `r - . - .z � , i P1f3 . . .• All. / , -..,..,, 0 -P / - ,,i7,:!:3 .4 40. 3 , ::".... p 1 _______ __.5ubjter. • .,... L ii syre. .1[G=T-ta P-I . Ffti. 1 • Q"r \ . . zs•NeY)f 4 ... • * R-3 ***•••••"• ., ..•. . . . . .� . . ... ... .._. .+._.+..`.!► .. . . . - ;� � i• . ... .. . . • ! . -.� " 4 R- ••••• 44.4 0.• t i . • I . CITY OF RENTON, PUBLIC WORKS DEPT. 444 R-021-88, SA-021-88 ECF-021-88 APPLICANT CITY OF RENTON, PUBLIC WORKS - TOTAL AREA APPROX. 2 ACRES . PRINCIPAL ACCESS CARR ROAD EXISTING ZONING R-1 , RESIDENTIAL USE AND GREENBELT EXISTING USE VACANT PROPOSED USE NEW PUBIC USE RESERVOIR COMPREHENSIVE LAND USE PLAN GREENBELT COMMENTS T,nr.ATED ON CARR ROAD, FAST OF VAT.T.FY MFDTCAT, C:F.NTER AND SOUTH OF THE COVENANT CHURCH BUIT.DING THE WATFRMATN WTT.T. BE TNSTAT,LED IN CARR ROAD FROM VALT,FY MFDTCAT. CENTER TO 1 03rd PT, S R - AND LIP THE RESERVOIR ACCESS•ROAD CITY OF RENTON DETERMINATION OF NON-SIGNIFICANCE ENVIRONMENTAL CHECKLIST NO. : ECF-021-88 APPLICATION NO(S) : R-021-88, SA-021-88 ' PROPONENT: . City of Renton, Public Works Dep't. DESCRIPTION OF PROPOSAL: Applications to: a) rezone approximately two acres of property from R-1, Residential Use, to P-1, Public Use, ; and b) site plan approval to allow the construction of a water storage tank (approximately 1 million gallon tank) together with a 16 inch water service pipeline and adjacent roadway. LOCATION OF PROPOSAL: The reservoir will be located on Carr Road, east of Valley Medical Center and south of the Covenant Church Building. The watermain will be installed in Carr Road from Valley Medical Center to 103rd Place S.E. and up the reservoir access road (143rd Place S.E. ) LEAD AGENCY: City of Renton Building & Zoning Department The lead agency for this proposal has determined that it does not have a probably significant adverse impact on the environment. An environmental impact statement (EIS) is not required under RCW 43 . 21C. 030 (2) (c) . This decision was made by the Environmental Review Committee under the authority of Section 4-2822 after review of a completed environmental checklist and other information, on file with . the lead agency. This information is available to the public on request. This Determination of Non-Significance is issued under WAC 197-111- 340 (2) . Because other agencies of jurisdiction may be involved, the lead agency will not act on this proposal for fifteen (15) days from August 8 , 1988 . Any interested party may submit written comments or appeal this decision in writing by 5 : 00 p.m. , August 23 , 1988 . Responsible Official : Environmental Review Committee c/o Don Erickson, Zoning Administrator Planning Division Community Development Department 200 Mill Avenue South Renton, WA 98055 APPEAL: You may appeal this determination in writing to Renton Hearing Examiner no later than 5 : 00 p.m. ,August 23 , 1988 . You should be prepared to make specific factual objections. Contact City of Renton, Building and Zoning Department to read or ask about the procedures for SEPA appeals. PUBLICATION DATE: August 8 , 1988 DATE OF DECISION: August 3 , 1988 SIGNATURES: l% 46971--- • Rona d G. Nelson Larry Springer Building Official Planning Manager c and . Houghton Public Works Director ' I 2 I 3 I , I 5 • _1 \- al 1. • • �.41�� /µCC. ,. \ • _ -,___ _R=/s' �CO,VSTRUCT1C.i7•EA_?RAAJ� l ' 1 `-'_,. MATERIALS SCHel O^O�� 305.0 r.. .. 6 `O �3/0 d `� !-a4ATCN EXISTING `''>.,, - NUMOER -1 • -.�n ROAD GRADE --- ----— ® �; `\ 20'D000LE �/ R=/5' FLOLV EOAITROL `\�` �. /3 4'-5'PSE Sw1n/G GATE, • /STRUCTL2E, 3\ C?OUGLAS \ SEE/1• - � ...� I ,FAloTE 4•!'� 1 1 O 1 �\�, _R,�,• 6., 11 4'-5' TSL . s. ,7 © "C� \�'�..:: 1..,['a,_�° "��_ WESTERN © 4• 2, O I ' 0. `...z3039. !cc '' -t O 90 2'MAHO)• i3=6.PECESI 1AN ,�� lire"7. . Cf. \ T,•" • GRATE E .7t::.60 l' /E ZEE.• LI':!A_'E',.;U7. GATE W,AC PATir W��iY \ `" ; I j .. '.� �-3Up.©J .'\ v.NCO -_ .. 15EG/N'WALL /i_'T1 (•' 0 9 O,�\ 0 Jam. .\�� • E9P7 - { ` ' Ai 3rSr.A/9 f 70 : L� '-� L n (/"4`�.1 R.5G� O \.� _ - _ - _ _ -.. 20'w/D6 f1.:Ce55: .{ 315.00 '•:9.:L' •..- I'''.---------:--------...„-.----:----."'"' Q `\ '3._ SEE/1 c.A.'JT_=4 •\may 20+00 ! 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Fe •••- _50."; GO e �LIM/TS OF CLEARING,GfLBB/NG, I - ROOD R/N' �y4 r''- /' 2�"/OC' /� O I STRIPP/NG,EXCAVA7'10N,ANO V'FLANTING ' l.J" __.-__ �" z C--3 © j NY0R05EELJ7NG.S`.-`:NOTES 2E3 MULCH ' 2O'0/IDE 4 \ ° 11.-00 !/ G © - ,OEA:M r RD0,SEE�'(- ® © ..�-'1/' O 1 .5. y,/. E I C �_ ,Y 'J I © ` • 'GIOISRE0 • O O 35 - \ ::12 •' .:YA� _ • '+- 4 .: •L . "©�1-a ® ,L .VGETAT/O,V • I 350 .., _ , R 7. \CTYPj -.) y U . GO , • • • _ •-_ _ � '-- �- 0�300' M0,°2.0'Sc �. ` J', 1 ` S/1RU,B / l • `�-350— —E70 , .P,'L • L - NTS LAAJD5CAP/AAG PLAN E T000---,_'-_-- °BENINOSGN REUSE OF DOCUMENTS •'1D:IIi+-3'zi1x'm • J.R.MILLER THIS DOCUMENT.AND THE IDEAS AND DESIGNS INCOR. BAR IS ONE INCH ON (,`ITV OF RENTON . ME= DR R.K.LATTA PORATED HEREIN.AS AN INSTRUMENT OF PROFESSIONAL ORIGINAL DRAWING. WASHINGTON /y�l-IJ SERVILE IS THE PROPERTY OF CH2M HILL AND IS NOT TO BE D I. LANDSCAPI IAHY�IHILL CHK USEO.IN WHOLE OR IN PART.FOR ANY OTHER PROJECT IF NOT ONE INCH ON SOUTH TALBOT HILL WITHOUT THE WRITTEN AUTHORIZATION OF SITU MILL TM,sy •IAcuusT RESERVOIR • APVD NO. DATE REVISION BY APVO •OIOM HILL SCALFSACCORDINCLY. • I 2 I 3 I ' ' • S. �- 1 — .....• _ I • • -` > • NOTES • /• CA7R0/HATE SYSTEM f - SOUTH PROPERTY L/A o -....... 2. REMOVE ONLY TFIOSE ._r3og.Q R.'/5' • CONSTRUCT/GA/-EMRA/JCE (Th \ V6'D •,..��•• SS/&A/TTA L OTHER-SY .• ' •. 3i. - - .WITCH EXISTING - DAMAGE. �� ROAD GRADE �� ` - ... 3. LIMITS OF CLE.QR/NC; 2O'Gbt/BI-E: • - - • R=/5' 'FLOWCONTROL. AND STRIPPING SHA \ , SW/AKA GATE, - _ STRUCTURE,,/1 • BEYOND TREES MAR • • . \ •SEE 7 • !.a .fti1 SEE �-/.G. 1• \.... - ?c-, C4 AT ON \ 7 ► d=29° FWY PROPERTY L/N 3• c I�� \."3.".s?t, /0 - '� 4. FOR EROSION�GFnIML 4 • `V... �\ -CATCH P...4S/N^... 3'--G"�ED s'lsel• ? '�6d�/jr!..•```.,..,''- ...\ �� GRATE Fl"90/.G•.. M S,SE �G---- A .\,.▪ - GATE W/AG PAT /' y •-'0` .._ Q /E 296.9*,/2!'/N BOUT` \ ! i �` • • ,FOR.F-vr•F55 1 li' •' / x". 1 •... _ ` • —_ ____ __•_ _ _ - 6 N,00o 3-,S�9 70 3/0-R.so' '� coo •.• i, 3/2 d.43' '41 I ROCK WAtL�� - ... • . ��� .5 \`... ,. ,sEE 1 `-' 1 SILT FENCE, _ • _ 20'WIDE ACCESS' 31e.A7 •.yr °�6 - ���":. 7 ' sEE/�6 NOTE 4 - ROAD, SEE \\ `+Iir� X zo+0o x o\ .�` a 1 1 • PoWER 6 1� •• /,j, /9.70 ` I / =.3L.10. \y/\ TELEMETRY '3/2 • ._ • • / - ENCLOSUREN . • ; _ I `\ RESERVOIR •rt7�`l\ / /r - \ VALVE VAULT - OCG/N WALL -' ?O. PAD MouNTED I STA 9.8¢ . TRANSFO/CME:R - SEE SN 7 .,- . 2 �. . �,. `'9 SEE SH/5 •," + 19.-•I ',REINFORCED CONCRETE CR18.WALL. CD 320I2To - _ .1, .. 3Z/.5O9 ®O9 I .TEE TABLE ramp WEST WALL PROF/LE, RETAINI I,/O -�i •�32/.7 5 �JSH 3 _- END WALL STA 2/t69.26 STA DESCNPTION DEL' No - `ro.0O'O / ,\"'•� ... 1 'RESERVO/.0 END WALL STA /2,74.80 • . REINFORCC-EO 'I 1.... RINGWALL, -- ... ,o.a00o BEGN DUNE ios• CONC CRIB WALL. X 1 - -- - --, I �\ .,,.29.0 END EUNE .FF TAM F 1 ` ` SEE' /2t3O• �`GRAVEL SURFIYJfG,r-FF / O 1 it•oisT BEEN CURVE AND EAST-wAe.e. • ` _ • 1 !0 ` 2- 7 't:•1420 END CURVE n•y PROFILE,SH 3 FLOOR . 11, 30 ` • `1 ' 'ELEVATION `,\ • - 10.00 BEGw(RUNE a•d X �:'' 2• 9 FENCE, SEE (- D 2D.]69B• EI+O CuaVE �j� 2L/O • r 322 •:\ . 7 2l.tin BEGNCURVE , 4 .72Ct-• 322.3DIX\<'. /2•00 .— .. It•EHJH END CURVE + • go'FuTLRE • '\-%52UAAUUP/d,, ��2. •i X 3 LIMITS OF CLEARING,GRUBBING, ROOD R/I'1' �, _ �t./5• 250/ STRIPPING,EXCAVATION,AND HORIZON, ' T• 3{ HYDROSEED/AIG.SEE NOTES 263 32Z./O - ' CONTROL 1ZOW/DE T , , II-00I e'/iT- POINT ROAD,CFF 1 ,. \ NUMBER NORTMNG E I 2 1000DD . \\ Sc3 • \ \ 0 1000.00 1 \ • • • 11Ao0o 1 _ DISTURCbEO � -NATURAL' • 3 ' \ 5 1140m • VEGETAT.dON �1 R$E \\ 6 1170.00 .._I CTYP) °II� VE ETAT/ON,CTYP)TURAL 7 1240.32 e 12,es • '•� • 9 /28T.07 �' ,ass ' Rll I • J ,0 1o7a.ao • _--- _ -• %'u �4 ^ 1 • 12 115923 • ,t 1292.0 ..__ _ Al•• i - • ,?OO' NO!°Zp•56'G N.,2O0 _ r,R _ . , PAL - u 121320 —350--ELrO I•=2�E-FLAN 4 .. E,DDO----=--�� - _ `�_ ,3 ,280m . O— OSGNJ.K.M,LLER REUSE OF DOCUMENTS • �';- �'if' P'1'R'� — THIS DOCUMENT.AND THE IDEAS AND DESIGNS INOOR• BAR IS ONE INCH ON CITY OF RENTON Lp FORAYED HEREIN.AS AN INSTRUMENT OF PROFESSIONAL ORIGINAL DRAWING WA NGT0N RE LATTA• SERVICE IS THE PROPERTYOFCH2MHILLANDISNOTTOBE Oar SITE P OfkIHILL CHI( USED.IN WHOLE OR IN PART.FOR ANY OTHER PROJECT IF NOT ONE INCH ON SOUTH TALBOT HILL WITHOUT THE WRITTEN AUTHORIZATION OF CH2M HILL THO SHEET.ADJUST RESERVOIR APED NO. DATE REVISION BY APVO •DGM HILL ,A'FR ACCORDINGLY. REVIEWING DEPARTMENT/DIVISION : z. 0IrOc, DIUl5IOI`1 , n APPROVED I-( APPROVED WITH CONDITIONS NOT APPROVED ISEC.Om erJO REz0t,IE P rt,orn R- I To p- }wC.orn w►ENIt7 SI"1t.PL NN1 1° PPRAvAI. it> NLLcW NYI.t) iZ SERVO(iZ, DATE: 5-` I41- � a SIGNATURE OF wRECTOR OR AUTHORIZED REPRESENTATIVE REVISION 5/1982 - - 1 Form 182 fr-_REVIEWING DEPARTMENT/DIVISION : R-e.mc c\ sy.. APPROVED n APPROVED WITH CONDITIONS ONOT APPROVED '�'�• ,,771 ga.rnn.�. DATE: ...5,7" /9f8 SIGNATURE OF DIRECTOR OR AUTHORIZED REPRESENTATIVE REVISION 5/1982 Form 182 REVIEWING DEPARTMENT/DIVISION : Ak'*( -����-��i 51APPROVED I ' APPROVED WITH CONDITIONS n NOT APPROVED CITY or RENTON DATE: L�Y`4A,, / ./��P' BY 5:00 F ,M, ON MAY 1001988 Al! • REVIEWING DEPARTMENT/DIVISION : --,j ( �t_,_•-.-j n APPROVED n APPROVED WITH CONDITIONS ENOT APPROVED / c:e-c, l . 1 D.`r, 7 C-k (--%"-'C- o— e1-'0 c► -P 2) r rev/ - cK-�'`fi,>'" Gam. �, Gi r�� . cP 1ra C ec.0 )/L,-•,- A-,-,--t.-.. , )7 -7-L___, 4-r IL.------ S/7//<F"i---- 4M ` 1 DATE: SIGNATURE OF DIRECTOR OR AUTHORIZED REPRESENTATIVE REVISION 5/1982 Form 182 REVIEWING DEPARTMENT/DIVISION : f rz2 c, , 1iir &--.J-/ F-1 APPROVED APPROVED WITH CONDITIONS ONOT APPROVED 1 -r/-7fDy of- per ay.) /to4J1-z-2 de-- -4 ',.�� PA kJ EL' , 5 (-7-7r-_ __9(0. oi_ ...--2,4116 91#44Alesie T.-f 17,-e'at cz z_c_17 ei-, /e73 )-- e - /(44 Pi- . /Li r,. /J rJ . ..i.,,...°A--27 fr-;-,_ ./-' e.- /y. 47.ti._7/ 5 # ,tom 4!!!1 d..Z.,_:. , 4---... DATE; /� � ;IGNATURE OF DIRECTOR OR AUTHORI ED REPRESENTATIVE "' REVISION 5/1982 Firm 1R2 REVIEWING DEPARTMENT/DIVISION : - IA7`t-I�`ll APPROVED n APPROVED WITH CONDITIONS NOT APPROVED . Via.-- 0A 3'V� REVIEWING DEPARTMENT/DIVIS I : �-o • APPROVED n APPROVED WITH CONDITIONS n NOT APPROVED • DATE; COMdENTS: .,;'WLA/11 6‘04,e_l We have reviewed this application with particular attention to those areas we have expertise in and have identified areas of probable impact or areas where additiona infor tion is needed to properly assess this proposal. .__-_____... __..- --r1:+•r...�nr nr P6t7-- ---t-tg non P) REVIEWING DEPARTMENT/DIVISION ; t - 1 -1:3_,Lelz-rneu-Ak-71--- n APPROVED n APPROVED WITH CONDITIONS n NOT APPROVED 4.PAPYI of lr ..P/Y a 'Y1 G%Ill'-41P444 \�. a,f GL3Y1Y 7 We have reviewed this'application with particular attention to those areas we have expertise in and have identified areas of probable impact or areas where additional information is needed to properly assess this proposal. o � y CITY OF RENTON i`" MAYOR Earl Clymer August 15, 1988 Mr. Ron Olsen City of Renton Department of Public Works 200 Mill Avenue S. Renton, WA 98055 RE: City of Renton Reservoir ' ECF-021-88, R-021-88, SA-21-88 Dear Ron: A public hearing before the City of Renton Land Use Hearing Examiner has been scheduled for August 23, 1988 . The public hearing commences at 9: 00 a.m. in the Council Chambers on the second floor of City Hall. The applicant or representative(s) of the applicant is required to be present at the public hearing. A copy of the staff report will be mailed to you before the hearing. If you have any questions, please call 235-2550. ely, Donald K. Erickson, AICP Zoning Administrator DKE:adk cc: Mr. Robert E. Bergstrom, P.E. Engineering Superintendent City of Renton, Department of Public Works 200 Mill Avenue S. Renton, WA 98055 200 Mill Avenue South - Renton, Washington 98055 - (206) 235-2580 R-ozl -88 —NOTICE OF PUBLIC HEARING RENTON HEARING EXAMINER RENTON,WASHINGTON T A PUBLIC HEARING WILL'BE AFFIDAVIT OF PUBLICATION HELDX NB THE RENTONISHEARIAR EXAMINER AT HIS REGULAR MEETING IN THE COUNCIL CHAMBERS ON THE SECOND Audrey Benner FLOOR OF CITY HALL, RENTON, being first duly sworn on oath states WASHINGTON, ON AUGUST 23, that he/she is the Chief Clerk of the 1988, AT 9:00 A.M. TO CONSIDER THE FOLLOWING PETITIONS: KBI DIVERSIFIED, LTD., THE RENTON RIDGE APARTMENTS VALLEYDAILY NEWS ` Applications to rezone 1.4 acres of prop- erty from R-1 Residential single-family to • Kent Edition • Renton Edition • Auburn Edition R-3 residential multi-family and for site plan approval to allow a 108 unit apartment Daily newspapers published six (6) times a week.That said newspapers complex on a 5.74 acre property(1.4 acre ,site combined with 4.34 acre parcel zoned are legal newspapers and are now and have been for more than six R-4, residential multiple family). Property is months prior to the date of publication referred to,printed and published -located on the west side of Aberdeen Ave.nue in the English language continually as daily newspapers in Kent, King Avenue N.E.etween ECF-005 88; R 005-88aSA- County,Washington.The Valley Daily News has been approved as a legal 005-88 newspaper by order of the Superior Court of the State of Washington for CITY OF RENTON RESERVOIR King County. Applications to: a) rezone approximately two acres of property from R-1, Residential Use, to P-1, Public Use; and b) site plan approvaThe notice in the exact form attached,was published in the Kent Edition water l storaget tank a the allow(acp proximately 1 m of water Renton Edition X , Auburn Edition , (and not in servgallon tank) together with a 16 nch water supplement form) which was regularly distributed to its subscribers reservoir ce willibe locatedne and on Carr Roacent ad, The during the below stated period.The annexed notice a of Valley Medical Center and south of the Covenant Church Building. The watermain Notice of Public Hearing will be installed in Carr Road from Valley was published on A�, u�t� Medical Center to 103rd Place S.E. and up Q •— 1�8� R31 0 1 the reservoir access road (143rd Place S.E.)ECF-021-88,R-021-88,SA-021-88. Legal descriptions of the files noted above are on file in the Renton Building t. The full amount of the fee charged for said foregoing publication is the and ALL INTERESTEDT DepaT PERSONS PERSONS TO SAID sum of $ 38 .40 PETITIONS ARE INVITED TO BE PRE- SENT AT THE'PUBLIC HEARING ON AUGUST 23, 1988, AT 9:00,A.M. TO EXPRESS THEIR OPINIONS. Published in the Valley Daily News � -- _�� August 12,1988.R3101.Acct.#51067. Subscribed and sworn to before me this 25 t h day of August 1988 7 Z NotaY Public for the State of Washington, residing at Federal Way, King County, Washington. VDN#87 Revised 11 86 " ._i CITY OF RENTON MIL amimi POLICY DEVELOPMENT DEPARTMENT Earl Clymer, Mayor August 11, 1988 Mr. Ron Olsen City of Renton Department of Public Works 200 Mill Avenue S. Renton, WA 98055 RE: City of. Renton Reservoir ECF-021-88, R-021-88, SA-21-88 Dear Ron: A public hearing before the City of Renton Land Use Hearing Examiner has been scheduled for August 23, 1988 . The public hearing commences at 9:00 a.m. in the Council Chambers on the second floor of City Hall. The applicant or representative(s) of the applicant is required to be present at the public hearing. A copy of the staff report will be mailed to you before the hearing. If you have any questions, please call 235-2550. ely, Donald K. Erickson, AICP Zoning Administrator DKE:adk • cc: Mr. Robert E. Bergstrom:, P.E. Engineering Superintendent City of Renton, Department of Public Works 200 Mill Avenue S. Renton, WA 98055 �..., .x.,, ► De.,+,,., Wo,h nertn,, (MSS - MA)91S-7S52 AFFIDAVIT OF PUBLICATION NOTICE OF ENVIRONMENTAL DETERMI- NATION ENVIRONMENTAL REVIEW COMMITTEE ii u u r::y ' e n n e r ,beingfirst dulysworn on oath states Renton,Washington The Environmental Review Committee that he/she is the Chief Clerk of the (ERC) has issued a Determination of Non- Significance for the following project(s): CITY OF RENTON RESERVOIR VALLEY DAILY NEWS Applications to: a) rezone approximately • Kent Edition • Renton Edition • Auburn Edition two acres of property from R-1, Residential Use, to P-1, Public Use; and b) site plan Daily newspapers published six (6) times a week.That said newspapers approval to allow the construction of a are legal newspapers and are now and have been for more than six water storage tank(approximately 1 million gallon tank) together with a 16 inch water months prior to the date of publication referred to,printed and published service pipeline and adjacent roadway.The in the English language continually as daily newspapers in Kent, King reservoir will be located on Carr Road,east County, ofWashington.The ValleyDailyNews has been approved as a legal Covenant Vallan Medical Centern and south o the g PP g Church Building. The watermain newspaper by order of the Superior Court of the State of Washington for will be installed in Carr Road from Valley King County. Medical Center to 103rd Place S.E. and up the reservoir access road (143rd Place S.E). ECF-021-88, R-021-88,SA-021-88. The notice in the exact form attached,was published in the Kent Edition Further information regarding this action is available in the Building and Zoning , Renton Edition x , Auburn Edition , (and not in Department, Municipal Building, Renton, supplement form) which was regularly distributed to its subscribers Washington, 235-2550. This Determination is FINAL. There is a 15 day commenUap- during the below stated period.The annexed notice a peal period which will end at 5:00 p.m. on P uu t i c i.J O t.i c e August 23, 1988. Any comment/appeal of this decision may be made to the City's waspublished on t,<uq us t 8, 19 86 k5 U 85 Hearing Examiner and must state clearly, in writing,why the Determination should be revised and must be accompanied by a non-refundable$75.00 filing fee. Published in the Valley Daily News The full amount of the fee charged for said foregoing publication is the August 8, 1988. R5085 Account#51067 sum of $2-; - ,2 . Subscribed and sworn to before this 1 t•i day of August 19 Notary Public for the State of Washington, residing at Federal Way, King County, Washington. VDN#87 Revised 11,86 BUILDING AND ZONING DEPARTMENT ENVIRONMENTAL REVIEW COMMITTEE STAFF REPORT August 3 , 1988 A. BACKGROUND: APPLICANT: City of Renton, Public Works Department PROJECT: South Talbot Hill Reservoir and Pipeline Improvements ENVIRONMENTAL CHECKLIST: ECF 021-88 ; R 021-88 ; SA 021-88 DESCRIPTION OF PROPOSAL: Application to: a) rezone approximately two acres of property from R-1 (Residential Use) and Greenbelt to P-i (Public Use) ; b) construct a reservoir million••• (1gallon tank) ; c) construct a 10 16 inch water service pipeline; and d) construct a reservoir access road (143rd Place S.E. ) . LOCATION OF PROPOSAL: The reservoir will be located on Carr Road, east of Valley Medical Center and south of the Covenant Church Building. The watermain will be installed in Carr Road from Valley Medical Center to 103rd Place S.E. and up the reservoir access road (143rd Place S.E. ) B. ISSUES: 1. Whether the proposed rezone of this two acre site from R-1 (Residential Use) and Greenbelt to P-1 (Public Use) is consistent with the zoning designation for this property as established in the Comprehensive Plan? The proposed rezone is not consistent with the existing Comprehensive Plan, which designates this property for residential development. However, the proposed rezone does conform with the intent of the City to develop public services in areas where those services are required for the local community and/or for the City as a whole. The proposed rezone to P-1 would provide an opportunity to locate the reservoir at a site which has been determined to be viable by the Department of Public Works. The rezone would not permit development which would increase density of development in the area, nor would the proposed use be incompatible with existing public service and residential developments in the area. Environmental Rev.w Committee South Talbot Hill Reservoir August 3 , 1988 Page 2 2 . Whether sufficient information has been provided with respect to erosion control measures planned during the construction phase of this operation? It is recommended that the applicant be required to provide a plan for erosion control during construction of the reservoir and pipeline. 3 . Whether sufficient landscaping has been planned to provide adequate buffering between the site and the neighboring community? It is recommended that the applicant develop a landscaping plan for the site which includes a minimum of 50 coniferous trees (rather than the 25 proposed trees) to provide a visual buffer between the reservoir and the adjoining neighborhood. C.RECOMMENDATION: It is recommended that the ERC issue a Determination of Non-Significance with the following condition: A revised landscape plan which provides a sufficient number of coniferous trees (a minimum of 50 such trees) to provide an adequate visual buffer between the subject site and the neighboring community, subject to approval by the City' s landscape planner. r • BUILDING AND ZONING DEPARTMENT ENVIRONMENTAL REVIEW COMMITTEE STAFF REPORT May 25, 1988 A. BACKGROUND: APPLICANT: City of Renton, Public Works Department PROJECT: South Talbot Hill Reservoir and Pipeline Improvements ENVIRONMENTAL CHECKLIST: ECF 021-88; R 021-88 ; SA 021-88 DESCRIPTION 'OF PROPOSAL: Application to: a) rezone approximately two acres of property from R-1 (Residential Use) and. - Greenbelt to P-1 (Public Use) ; b) construct a reservoir (1 million gallon tank) and a 16 inch water service pipeline. LOCATION OF PROPOSAL: The reservoir will be located on Carr Road, east of Valley Medical Center and south of the Covenant Church Building. The watermain will be installed in Carr Road from Valley Medical Center to 103rd Place S.E. and up the reservoir access road (143rd Place S.E. ) \ ...' / A �— LEY G ENERALI y 30 31I 3 2/ 33 V E 77*"]T ul O 9 , 911O 34 ' -. 3s -]r WN Q HOSPITAL ` S ^. I1 .,. : s1 � 37 / / I . 1 Iul ' 18 / J/ + / 0 i,,, x_g. ,4, 1 22 I 19 19 20, „ ,.... 3-I RQ Y. p-I -3 P 1 ________-.501WEcrrA _. I / __ Si . ty . . .. . ilep • •♦• R3 j•.•,•1•i ,, ,.,.,. ,,,., . ..•.r.♦..4. ...a. _ ..•l .. • .!► - ♦♦•♦ ♦ V. " Environmental Re) w Committee South Talbot Hill reservoir May 25, 1988 Page 2 B. ISSUES: 1. Whether the proposed rezone of this two acre site from R-1 (Residential Use) and Greenbelt to P-1 (Public Use) is consistent with the zoning designation for this property as established in the Comprehensive Plan? The proposed rezone is not consistent with the existing Comprehensive Plan, which designates this property for residential development. However, the proposed rezone does conform with the intent of the City to develop public services in areas where those services are required for the local community and/or for the City as a whole. The proposed rezone to P-1 would provide an opportunity to locate the reservoir at a • site which has been determined to be viable by the Department of Public Works. The rezone would not permit development which would increase density of development in the area, nor would the proposed use be incompatible with existing public service and residential developments in the area. 2. Whether sufficient information has been provided concerning the structure and function of the reservoir tank and the potential impacts of that tank upon the surrounding community? The application materials do not include sufficient information concerning the purpose of the reservoir -- whom it will serve and how the proposed system will change the nature of water service to the community. J Additionally there is no narrative information provided concerning a proposed access road to the site which is illustrated on application plans. The application should include information about the location and dimensions of the access road, as well as the purposes for which this road is proposed to serve the project site and improvements plans to ensure that City code requirements are addressed. 3 . Whether adequate information is provided concerning the proposed pipeline to serve the reservoir? The proposed plan provides information concerning the purpose, location and specifications of the pipeline, and concerning activities slated to take place during the construction period.This information is determined to be sufficient by reviewers from the Public Works Department, Building and Zoning, and Fire Prevention. . Environmental Re' w Committee South Talbot Hilo .L:eservoir May 25, 1988 Page 3 C. RECOMMENDATIONS: 1. It is recommended that the ERC issue a Determination of Non-Significance for the proposed rezone of the property from residential use (R-1) to public use (P-1) in conjunction with the proposed development of a reservoir, pipeline and access road to the site. 2 . It is recommended that ERC issue a Determination of Non-Significance - Mitigated for construction of the proposed 16" watermain/pipeline, with the following condition: a. That the applicant shall provide a plan for erosion control during construction of the pipeline, subject to approval of the Engineering Division. 3 . It is recommended that the ERC defer recommendation for the. proposed reservoir and access service road pending receipt of: a. A narrative statement providing information concerning the purpose of the reservoir, including, but not limited to materials describing whom the reservoir Will serve and how the • proposed system will change the nature of water service to the community. b. A narrative statement which provides information about location- and dimensions of the proposed access road, as well as the purposes for which this road is being established to serve the project site and improvements plans to ensure that 'City code requirements are addressed. D. COMMENTS OF REVIEWING DEPARTMENTS: Various City departments have reviewed and commented upon the project. These comments are as follows: Police Department: Environmental: No comments. Fire Prevention Bureau: Environmental: Minor impact. Design Engineering: Environmental: No comments. Environmental Re a Committee South Talbot Hill Reservoir May 25, 1988 Page 4 Traffic Engineering: Environmental: Information on how many vehicle trips per day will be generated on 103rd Place N.E. is needed. If roadway on 103rd Place N.E> is built for public usage, street lighting should be part of the offsite improvements. Utility Engineering: Environmental: No comments. Parks and Recreation: Environmental: No recreation impacts. Building Division: Environmental: No comments. Zoning Division: Suggest doubling the number of coniferous trees around the Reservoir site (are rather sparse on landscape plan). to mitigate aesthetic screening of Reservoir with developing neighborhood. Policy Development: What temporary erosion control measures will be utilized during construction? IA .) R • BUILDING AND ZONING DEPARTMENT TECHNICAL ADVISORY COMMITTEE STAFF REPORT May 20, 1988 A. BACKGROUND: APPLICANT: City of Renton, Public Works Department PROJECT: South Talbot Hill Resevoir and Pipeline Improvements . ENVIRONMENTAL CHECKLIST: ECF 021-88 ; R 021-88 ; SA 021-88 DESCRIPTION OF PROPOSAL: Application to rezone approximately two acres of property from R-1 (Residential Use) and Greenbelt to P-1 (Public Use) and to construct a reservoir and a 16 inch water pipeline. LOCATION OF PROPOSAL: The reservoir will be located on Carr Road, east of Valley Medical Center and south of the Covenant Church Building. The watermain will be installed in Carr Road from Valley Medical Center to 103rd Place S.E. and up the reservoir access road (143rd Place S.E. ) • ` Z . ... ..P_ 1 4 30 31I 32/ 33 ' J .. ...4 ' l! E 9 1'7'.ST 0/ d 9I10 34S Q! ; VALLEY GENERAL O — I • GI' HOSPITAL ,13` lei , 36 n 1 II 14 II` W 26 i 38 / hid/ I • "„ "� • 1, - i /. / 1 a/ i9 •. 19 2d�1 22 a 4 •' kI • . di 3-1 P�' , ito - T. • . • 0 _P ; , // 1 --R.,. ----- - P u�JEcr . ./ifir . 1 SITE P_I . R 3 • ♦ ••• • ♦•. ♦ • ;• ;�• . � R_ •• :;; � • • • 4 ' ♦♦ • ti �e.♦ ♦ .�4 i ♦ .. Technical Advisor" Committee - South Talbot Hil. :esevoir May 20, 1988 Page 2 B. ISSUES: (LAND USE) 1. Whether the proposed rezone is consistent with the Comprehensive Plan? The City's Comprehensive Plan designates the subject property for single family residential use and as greenbelt area, rather than for public use. However the proposed rezone of the property for public use does conform to the City's long-term comprehensive planning goals for the area and is appropriate to City goals for meeting public service requirements for its citizens. Additionally, the construction of a reservoir would not significantly alter the character of the neighborhood nor have substantial impact upon the local community. 2 . Whether sufficient plans have been made to mitigate traffic impacts during construction of the reservoir and pipeline? The applicant has not provided information concerning systems for maintaining safe, efficient traffic flow in the site area during the construction phase of the project. Such systems are necessary to. serve customary traffic and • emergency vehicles. It is recommended that the applicant be required to provide such a plan. 3. Whether sufficient plans have been made for the provision of off-site improvements to serve persons traveling to or in the vicinity of the project site? It is recommended that the applicant be required to provide street lighting along 103rd Place N.E. if this area is to be available for public usage. 4 . Whether the applicant has provided sufficient information concerning calculations and anticipated operational procedures for drain lines serving the proposed project? It is recommended that the applicant provide calculations and information concerning operational procedures, subject to approval by the Engineering Division. (ENVIRONMENTAL ELEMENTS) 1. Whether sufficient information has • been provided with respect to erosion control measures planned during the construction phase of this operation? Technical Advisor " Committee South Talbot Hil esevoir 'May 20, 1988 • Page 3 It is recommended that the applicant be required to provide a plan for erosion control during construction of the reservoir and pipeline. 2 . Whether sufficient landscaping has been planned to provide adequate buffering adequate buffering between the site and the neighboring community? It is recommended that the applicant develop a landscaping plan for the site which includes a minimum of 50 coniferous trees (rather than the 25 proposed trees) to provide a visual buffer between the reservoir and the adjoining neighborhood. C.RECOMMENDATIONS: It is recommended that the ERC issue a Determination of Non-Significance with the following conditions: (LAND USE) The applicant shall provide: 1. A plan for routing of customary traffic and emergency vehicles to and through the construction site at all times. This plan shall be subject to approval by the Traffic Engineer, Fire • Prevention, and the Police Department. 2. A plan for development of off-site improvements to serve the public along 103rd Place, subject to the approval of the Engineering Division. 3 . Calculations and anticipated operating procedures for the drain lines subject to approval of the Engineering Division. (ENVIRONMENTAL ELEMENTS) The applicant shall provide: 1. A plan for erosion control during construction of the reservoir and pipeline, subject to approval of the Engineering Division. 2 . A revised landscape plan which provides a sufficient number of coniferous trees ( a minimum of 50 such trees) to` provide an adequate visual buffer between the subject site and the neighboring community, • subject to approval by the City's landscape planner. D. COMMENTS OF REVIEWING DEPARTMENTS: Various City departments have reviewed and commented upon the project. These comments are as follows: Police Department: Traffic related problems during construction. Technical Adviso Committee South Talbot Hil ;esevoir ' May 20, 1988 Page 4 Fire Prevention Bureau: No comments. Design Engineerina: 1. Provide detailed plan & profile ink on original mylars for technical review & approval. 2,. Provide calculation and anticipated operational procedures for drain line. Traffic Engineering: 1. Information on how many vehicle trips per day will be generated on 103rd P1. N.E. is needed. Utility Engineering: Exempt from Development Fees. Parks and Recreation: No comments. Building Division: No comments Zoning Division: 1. Recommend rezone from R-1 to P-1 2. Recommend site plan approval to allow new reservoir. Policy Development: 1. What temporary erosion control measures will be utilized during construction? NOTICE OF PUBLIC HEARING RENTON HEARING EXAMINER RENTON, WASHINGTON A PUBLIC HEARING WILL BE HELD BY THE RENTON HEARING EXAMINER AT HIS REGULAR MEETING IN THE COUNCIL CHAMBERS ON THE SECOND FLOOR OF CITY HALL, RENTON, WASHINGTON, ON August 23 , 1988, AT 9 : 00 A.M. TO CONSIDER THE FOLLOWING PETITIONS: KBI DIVERSIFIED,LTD. , THE RENTON RIDGE APARTMENTS Applications to rezone 1.4 acres of property from R-1 Residential single-family to R-3 residential multi-family and for site plan approval to allow a 108 unit apartment complex on a 5.74 acre property (1.4 acre site combined with 4. 34 acre parcel zoned R-4, residential multiple family) . Property is located on the west side of Aberdeen Avenue N.E. , between 973-1021 Aberdeen Avenue N.E. ECF-005-88 ; R-005-88; SA-005-88 CITY OF RENTON RESERVOIR Applications to: a) rezone approximately two acres of property from R-1, Residential Use, to P-1, Public Use; and b) site plan approval to allow the construction of a water storage tank (approximately 1 million gallon tank) together with a 16 inch water service pipeline and adjacent roadway. The reservoir will be located on Carr Road, east of Valley Medical Center and south of the Covenant Church Building. The watermain will be installed in Carr Road from Valley Medical Center to 103rd Place S.E. and up the reservoir access road (143rd Place S.E. ) . ECF-021-88, R- 021-88, SA-021-88. Legal descriptions of the files noted above are on file in the Renton Building and Zoning Department. ALL INTERESTED PERSONS TO SAID PETITIONS ARE INVITED TO BE PRESENT AT THE PUBLIC HEARING ON August 23, 1988, AT 9 : 00 A.M. TO EXPRESS THEIR OPINIONS. Published: August 12 , 1988 N OT E ENVIRONMENTAL DECLARATION APPLICATION NO. ECF-021-88 , SA-021-88, R-021-88 APPLICANT City of Renton Public Works Department PROPOSED ACTION APPLICATION TO A) REZONE TWO ACRES OF PROPERTY FROM R-1, RESIDENTIAL USE,TO P-1 (PUBLIC USE) AND SITE PLAN REVIEW TO CONSTRUCT A RESERVOIR (1 MILLION GALLONG TANK) AND A 16 INCH WATER SERVICE PIPELINE AND AN ACCESS ROAD. GENERAL LOCATION AND/OR ADDRESS LOCATED ON CARR ROAD, EAST OF VALLEY MEDICAL CENTER AND SOUTH OF THE COVENANT CHURCH BUILDING. THE WATERMAIN WILL BE INSTALLED IN CARR ROAD FROM VALLEY MEDICAL CENTER TO 103RD PL. S.E. AND UP THE RESERVOIR ACCESS ROAD. POSTED TO NOTIFY INTERESTED PERSONS OF AN ENVIRONMENTAL ACTION. THE CITY OF RENTON ENVIRONMENTAL REVIEW COMMITTEE (E.R.C.) HAS DETERMINED THAT THE PROPOSED ACTION DOES iN,1 DOES NOT HAVE A SIGNIFICANT ADVERSE IMPACT ON THE ENVIRONMENT. AN ENVIRONMENTAL IMPACT STATEMENT WILL ,,WILL NOT BE REQUIRED. THE CITY OF RENTON WILL NOT ACT ON THIS PROPOSAL FOR 15 DAYS FROM THE DATE BELOW. COMMENTS MUST BE RECEIVED BY AUGUST 21 , 1 9RR . • AN APPEAL OF THE ABOVE DETERMINATION MAY BE FILED WITH THE RENTON HEARING EXAMINER BY 5:00 P.M., • FOR FURTHER INFORMATION, CONTACT THE CITY OF RENTON BUILDING & ZONING DEPARTMENT AT 235-2550. DO NOT REMOVE THIS NOTICE WITHOUT PROPER AUTHORIZATION. NOTICE OF ENVIRONMENTAL DETERMINATION ENVIRONMENTAL REVIEW COMMITTEE • Renton, Washington The Environmental Review Committee (ERC) has issued a Determination of Non-Significance for the following project(s) : CITY OF RENTON RESERVOIR Applications to: a) rezone approximately two acres of property from R-1, Residential Use, to P-1, Public Use; and b) site plan approval to allow the construction of a water storage ,tank (approximately 1 million gallon tank) together with a 16 inch water service pipeline and adjacent roadway. The reservoir will be located on Carr Road, east of Valley Medical Center and south of the Covenant Church Building. The watermain will be installed in Carr Road from Valley Medical Center to 103rd Place S.E. and up the reservoir access road (143rd Place S.E. ) . ECF-021-88, R-021-88, SA-021-88 . Further information regarding this action is available in the Building and Zoning Department, Municipal Building, Renton, Washington, 235- 2550. This Determination is FINAL. There is a 15 day comment/appeal period which will end at 5:00 p.m. on August 23 , 1988 . Any comment/appeal of this decision may be made to the City's Hearing Examiner and must state clearly, in writing, why the Determination should be revised and must be accompanied by a non-refundable $75. 00 filing fee. Published: August 8, 1988 14 C0un7L ..Sr/d( 7 • CITY OF RENTON DETERMINATION OF NON-SIGNIFICANCE ENVIRONMENTAL CHECKLIST NO. : ECF-021-88 APPLICATION NO(S) : R-021-88, SA-021-88 PROPONENT: City of Renton, Public Works Dep't. DESCRIPTION OF PROPOSAL: Applications to: a) rezone approximately two acres of property from R-1, Residential Use, to P-1, Public Use, ; and b) site plan approval to allow the construction of a water storage tank (approximately 1 million gallon tank) together with a 16 inch • water service pipeline and adjacent roadway. LOCATION OF PROPOSAL: The reservoir will be located on Carr Road, east of Valley Medical Center and south of the Covenant Church Building. The watermain will be installed in Carr Road from Valley Medical Center to 103rd Place S.E. and up the reservoir access road (143rd Place S .E. ) LEAD AGENCY: City of Renton Building & Zoning Department The lead agency for this proposal has determined that it does not have a probably significant adverse impact on the environment. An environmental impact statement (EIS) is not required under RCW 43 . 21C. 030 (2) (c) . This decision was made by the Environmental Review Committee under the authority of Section 4-2822 after review of a completed environmental checklist and other information, on file with . the lead agency. This information is available to the public on request. This Determination of Non-Significance is issued under WAC 197-111- 340 (2) . Because other agencies of jurisdiction may be involved, the lead agency will not act on this proposal for fifteen (15) days from August 8, 1988 . Any interested party may submit written comments or appeal this decision in writing by 5: 00 p.m. , August 23 , 1988 . Responsible Official : Environmental Review Committee c/o Don Erickson, Zoning Administrator Planning Division Community Development Department 200 Mill Avenue South Renton, WA 98055 APPEAL: You may appeal this determination in writing to Renton Hearing Examiner no later than 5: 00 p.m. ,August 23 , 1988 . You should be prepared to make specific factual objections. Contact City of Renton, Building and Zoning Department to read or ask about the procedures for SEPA appeals. PUBLICATION DATE: August 8, 1988 DATE OF DECISION: August 3 , 1988 SIGNATURES: (7'7:7 V • /Y A62/1----- Rona d G. Nelson Larry Springer Building Official Planning Manager iand . Houghton Public Works Director tf CITY F RENTON POLICY DEVELOPMENT DEPARTMENT Earl Clymer, Mayor August 4, 1988 Mr. Ron Olson City of Renton Department of Public Works 200 Mill Avenue S . Renton, WA 98055 Re: South Talbot Hill Reservoir ECF-021-88, SA-021-88, R-021-88 Dear Mr en This letter is to inform you that the Environmental Review Committee completed their review of the environmental impacts of the above referenced project. The Committee at their . meeting on August 3 , 1988, ' issued a Determination of Non- Significance for the project. Because there were no mitigation conditions, this Determination is final. Comments and/or an appeal will be accepted until 5:00 p.m. on August 23, 1988. Any appeal must be filed with the City's Hearing Examiner and must state clearly in writing why. the Determination should be revised and • must be accompanied by a non-refundable $75.00 filing fee. If you have any questions, please call me or Jeanette Samek- McKague at 235-2550. • Sincerely, Donaid='K:t:Ericks:on,, AICP Zoning Administrator 200 Mill Avenue South - Renton, Washington 98055 - (206)235-2552 l ' '► a``"` CIT' DF RENTON Nil _ } . • POLICY DEVELOPMENT DEPARTMENT Earl Clymer, Mayor August 4, 1988 Mr. Robert E. Bergstrom City of Renton Department of Public Works 200 Mill Avenue S. Renton, WA 98055 Re: South Talbot Hill Reservoir ECF-0 -88 , SA-021-88, R-021-88 Dear Mr. e;) - ; r This letter is to inform you that the Environmental Review Committee completed their review of the environmental impacts of the above referenced project. The Committee at their meeting on August 3 , 1988, issued a Determination of Non- Significance for the project. Because there were no mitigation conditions, this Determination is final. Comments and/or an appeal will be accepted until 5: 00 p.m. on August 23 , 1988. Any appeal must be filed with the City's Hearing Examiner and must state clearly in writing why the Determination should be revised and must be accompanied by a non-refundable $75.00 filing fee. If you have any questions, please call me or Jeanette Samek- McKague at 235-2550. Si ely, • Donald K. Erickson, AICP Zoning Administrator 200 Mill Avenue South - Renton, Washington 98055 - (206)235-2552 City of Renton Environmental Review Committee MEETING NOTICE DATE: August 2, 1988 To: Larry Springer Mike Parness Don Erikson Dick Houghton Ron Nelson Ray Caldwell Glen Gordon From: Don Erickson's Secretary Meeting Date: Wednesday, August 3 , 1988 Time: 10:00 a.m. Location: Third Floor Conference Room Agenda is attached below. ENVIRONMENTAL REVIEW COMMITTEE AGENDA August 3 , 1988 Third Floor Conference Room Commencing at 10: 00 a.m. CONTINUED PROJECTS City of Renton Reservoir Application to: a) rezone approximately two acres of property from R-1 (Residential Use) and Greenbelt to P-1 (Public Use) ; b) construct a reservoir (1 million gallon tank) and a 16 inch water service pipeline. ECF 021-88 ; R 021-88; SA 021-88 . NEW PROJECTS (I-405) City of Renton Application to: a) rezone approximately two acres of property from R-1 (Residential Use) and Greenbelt to P-1 (Public Use) ; b) construct a reservoir (1 million gallon tank) and a 16 inch water service pipeline. ECF 021-88; R 021-88; SA 021-88 Beadex Mfg Application to construct a one-story 8500 square foot metal warehouse to serve as an addition to an existing one- story concrete building of approximately 32, 000 square feet. The proposed structure will displace 20 parking places which are to be relocated on the site. ECF 032-88 May Creek Erosion Management Project Hillside drainage protection/erosion control project established in the May Creek Plan. Proposed as a new 18" storm main from Kennewick Avenue N. E. . ECF 039-88, SM-039-88. Bennett Community Builders, Inc. Heritage Forest Apartments Application to rezone approximately 1.22 acres of property from G-1, General Use, to R-3 , Medium-Density, Multi-Family Residential and application for site plan approval to allow the development of a 28 unit apartment complex on said property, to be called "Heritage Forest Apartments. " ECF;R;SA 018-88. Leady Short Plat & Sunset Mini-Storage Application for Short Plat approval to subdivide approximately 3 .71 acres of commercially zoned property into two (2) lots and application for Conditional Use permit to allow a mini-storage warehouse facility on Lot #1 and application for Site Plan approval as required by restrictive covenant for said development on the subject site. ECF-052-88; SH-PL- 052-88 ; CU-052-88; SA-052-88. BUILDING AND ZONING DEPARTMENT ENVIRONMENTAL REVIEW COMMITTEE STAFF REPORT August 3, 1988 A. BACKGROUND: APPLICANT: City of Renton, Public Works Department PROJECT: South Talbot Hill Reservoir and Pipeline Improvements ENVIRONMENTAL CHECKLIST: ECF 021-88 ; R 021-88 ; SA 021-88 DESCRIPTION OF PROPOSAL: Application to: a) rezone approximately two acres of property from R-1 (Residential Use) and Greenbelt to P-1 (Public Use) ; b) construct a reservoir (1 million gallon tank) ; c) construct a 16 inch water service pipeline; and d) construct a reservoir access road (143rd Place S.E. ) . LOCATION OF PROPOSAL: The reservoir will be located on Carr Road, east of Valley Medical Center and south of the Covenant Church Building. The watermain will be installed in Carr Road from Valley Medical Center to 103rd Place S.E. and up the reservoir access road (143rd Place S.E. ) B. ISSUES: 1. Whether the proposed rezone of this two acre site from R-1 (Residential Use) and Greenbelt to P-1 (Public Use) is consistent with the zoning designation for this property as established in the Comprehensive Plan? The proposed rezone is not consistent with the existing Comprehensive Plan, which designates this property for residential development. However, the proposed rezone does conform with the intent of the City to develop public services in areas where those services are required for the local community and/or for the City as a whole. The proposed rezone to P-1 would provide an opportunity to locate the reservoir at a site which has been determined to be viable by the Department of Public Works. The rezone would not permit development which would increase density of development in the area, nor would the proposed use be incompatible with existing public service and residential developments in the area. ✓ Environmental Revi .. Committee South Talbot Hill Reservoir August 3 , 1988 Page 2 2. Whether sufficient information has been provided with respect to erosion control measures planned during the construction phase of this operation? It is recommended that the applicant be required to provide a plan for erosion control during construction of the reservoir and pipeline. 3. Whether sufficient landscaping has been planned to provide adequate buffering between the site and the neighboring community? It is recommended that the applicant develop a landscaping plan for the site which includes a minimum of 50 coniferous trees (rather than the 25 proposed trees) to provide a visual buffer between the reservoir and the adjoining neighborhood. C.RECOMMENDATION: It is recommended that the ERC issue a Determination of Non-Significance with the following condition: A revised landscape plan which provides a sufficient number of coniferous trees (a minimum of 50 such trees) to provide an adequate visual buffer between the subject site and the neighboring community, subject to approval by the City's landscape planner. JD-70 ® CITY OF RENTON .J1 PUBLIC WORKS DEPARTMENT Earl Clymer, Mayor Design/Utility Engineering CITY OF �Pl MEMORANDUM: ...,w. DATE: June 2, 1988 JU \ 619RR TO: Building and Zoning FROM: Bob Bergstrom, Engineering Supervisor SUBJECT: TERC Comments South Talbot Hill Reservoir Project Maplewood Golf Course - Seattle Watermain As requested, the following are .my -responses to committee comments: Maplewood .Creek Rehabilitation: The creek relocation work-will not cross nor affect the Seattle Water Department .facility. This new work lies over 1000 feet east of the Seattle Water Department Mercer Island Pipeline. Please see attached map. South Talbot Hill Reservoir: The South Talbot Hill project is made up of the following work task elements: 1 . Purchase 'of site from Covenant Church sale contract conditioned upon annexation of church site and City site to Renton. 2. First Phase - Construct 16" water transmission main and overflow pipe from Carr Rd. and 177th St. to reservoir site - rough grade site - construct access road to site. 3. - Second Phase - Construct reservoir and site improvements. 4. Third Phase - Covenant Church will construct 103rd St. to full urban standards, i .e. curb, gutter, sidewalks, paved street, utilities, lighting, etc. I believe we need environmental review to cover all four work tasks. I. hope this answers your questions. • • 1D. 10.11 .REB:mf 200 Mill Avenue South - Renton, Washington 98055 - (206) 235-2631 /IRONMENTAL REVIEW COMMIT E AGENDA • May 25, 1988 Third F1bor Conference Room Commencing at 10:00 a.m. NEW 1. Sherwin Lisker, EconoLube & Tune, Inc. This project is submitted for environmental review as it is to be sited in the Aquifer Protection Area. The development is to be a 2800 square foot tune-up, lubricating & minor repair center on an existing vacant lot in an L-1 zone. Property located at 225 Sunset Boulevard. ECF-028-88 RECOMMENDATION: DNS-M 2. J. M. Dalpay, Dalpay Rezone Application for non-project action to rezone 3.02 acres of vacant property from G-1 (General Use) to B-I (Business Use). Property located on the south side of N.E. Sunset Boulevard, west of Union Avenue. ECF 030-88; R 030-88 RECOMMENDATION: DOTS 3. Valley Medical Center, Psychiatric Wing Addition Application for site plan approval to allow the construction of the first story of an eventual three-story building, a 40-bed psychiatric addition having 24,960 sq. ft. A lower level below could have approximately 3,000 sq. ft. of mechanical/electrical room. Located at Valley Medical Center, 400 South 43rd Street. ECF-027-88; SA-027-88 RECOMMENDATION: DNS 4. City of Renton Public Works Department-I-405 Storm Drain Crossing Application to construct storm drain improvements to improve drainage capacity at the I- 405 culvert near N.E. 44th Street. Property located north of I-405 at N.E. 44th Street ECF-031-88 RECOMMENDATION: DEFER, PENDING ADDITIONAL INFORMATION 5. City of Renton, Public Works Department-South Talbot Hill Reservoir and Pipeline Improvements Application to rezone approximately two acres of property from R-1 (Residential Use) and Greenbelt to P-1 (Public Use) and to construct a reservoir and a 16 inch water pipeline. The reservoir will be located on Carr Road, east of Valley Medical Center and south of the Covenant Church Building. The watermain- will be installed in Carr Road from Valley Medical Center to 103rd Place S.E. and up the reservoir access road (143rd Place S.E.) ECF 021-88; R 021-88; SA 021-88 RECOMMENDATION: DEFER SITE PLAN, PENDING ADDITIONAL INFORMATION; DNS-REZONE Pt Pf.J NE • 6. Jeffrey Hillson-Beadex Manufacturing Application to construct a single story 8500 square foot metal warehouse to serve as an addition to an existing single story concrete building of approximately 32,000 square feet. The proposed structure will displace parking places which are to be relocated on the site. Property located at 833 Houser Way North (east of the Boeing Company and west of I- 405). ECF 032-88 RECOMMENDATION: DEFER, PENDING ADDITIONAL INFORMATION 7. Accord, Inc. - Taco Time Corporate Offices Application for site plan approval to allow the construction of a corporate office building having approximately 12,029 square feet of which 92% will be office and 8% as storage. Property located south of South 2nd Street, east of Rainier Avenue South, and west of Lake Avenue South if extended, 200 Rainier Avenue South. ECF-034-88, SA-034-88 RECOMMENDATION: DNS-M DISCUSSION GOOD SHEPHERD GROUP HOME, OLYMPIA- ECF-015-88 BUILDING AND ZONING DEPARTMENT ENVIRONMENTAL REVIEW COMMITTEE STAFF REPORT May 25, 1988 A. BACKGROUND: APPLICANT: City of Renton, Public Works Department , PROJECT: South Talbot Hill Reservoir and Pipeline Improvements ENVIRONMENTAL CHECKLIST: ECF 021-88; R 021-88; SA 021-88 DESCRIPTION .OF PROPOSAL: Application to: a) rezone approximately two acres of property from R-1 (Residential Use) and Greenbelt to P-1 (Public Use) ; b) construct a reservoir (1 million gallon tank) and a 16 inch water service pipeline. LOCATION OF PROPOSAL: The reservoir will be located on Carr Road, east of Valley Medical Center and south of the Covenant Church Building. The watermain 'will be installed in Carr Road from Valley Medical Center to 103rd Place S.E. and up the reservoir access road (143rd Place S.E. ) __ /I I --r- — ._.f.--, — In P_ y 30 31 132,,r 33 j 0 _ E 177nlr 34 O u' VALLEY GENERAL O e 9 10. P HOSPITAL 4 ,131• ,, In �/ 9 0 3 14 5. 7 / 1 26 38 . Il fri I • 116 a 1 \23�A0 u 'L GARR — 17 1 IB 19 20. 22 , 44 ♦• rQ • 3-I pi, Rc Y, -_ N i /./ P 1TH__ --------. ubJFc t -';,�, 51-re. •♦�' R 3 • ���• / • •.♦-.-.-. - -#- '.... . . ♦♦•♦•. . R I..•.♦.• 1♦♦♦i ��i•i ♦♦ ♦ ♦ ♦ 6, . ♦ ♦ 4 'Environmental Rei w Committee South Talbot Hill reservoir May 25, 1988 Page 2 B. ISSUES: 1. Whether the proposed rezone of this two acre site from R-1 (Residential Use) and Greenbelt to P-1 (Public Use) is consistent with the zoning designation for this property as established in the Comprehensive Plan? The proposed rezone is not consistent with the existing Comprehensive Plan, which designates this property for residential development. However, the proposed rezone does conform with the intent of the City to develop public services in areas where those services are required for the local community and/or for the City as a whole. The proposed rezone to P-i would provide an opportunity to locate the reservoir at a site which has been determined to be viable by the Department of Public Works. The rezone would not permit development which would increase density of development in the area, nor would the proposed use be incompatible with existing public service and residential developments in the area. 2 . Whether sufficient information has been provided concerning the structure and function of the reservoir tank and the potential impacts of that tank upon the surrounding community? • The application materials do not include sufficient information concerning the purpose of the reservoir -- whom it will serve and how the proposed system will change the nature of water service to the community. Additionally there is no narrative information provided concerning a proposed access road to the site which is illustrated on application plans. The application should include information about the location and dimensions of the access road, as well as the purposes for which this road is proposed to serve the project site and improvements plans to ensure that City code requirements are addressed. 3 . Whether adequate information is provided concerning the proposed pipeline to ' serve the reservoir? The proposed plan provides information concerning the purpose, location and specifications of the pipeline, and concerning activities slated to take place during the construction period.This information is determined to be sufficient by reviewers from the Public Works Department, Building and Zoning, and Fire Prevention. •Environmental Ref" w Committee South Talbot Hilo —eservoir May 25, 1988 Page 3 C. RECOMMENDATIONS: 1. It is recommended that the ERC issue a Determination of Non-Significance for the proposed rezone of the property from residential use (R-1) , to public use (P-1) in conjunction with the proposed development of a reservoir, pipeline and access road to the site. 2. It is recommended that ERC issue a Determination of Non-Significance - \ Mitigated for construction of the proposed 16" watermain/pipeline, with the following condition: a. That the applicant shall provide a plan for erosion control during construction of the pipeline, subject to approval of the Engineering Division. 3 . It is recommended that the ERC defer recommendation for the proposed reservoir and access service road pending receipt of: a. A narrative statement providing information concerning the purpose of the reservoir, including, but not limited to materials describing whom the reservoir will serve and how the proposed system will change the nature of water service to the community. b. A narrative statement which provides information about location and dimensions of the proposed access road, as well as the purposes for which this road is being established to serve the project site and improvements plans to ensure that City code requirements are addressed. D. COMMENTS OF REVIEWING DEPARTMENTS: Various City departments have reviewed and commented upon the project. These comments are as follows: Police Department: Environmental: No comments. Fire Prevention Bureau: Environmental: Minor impact. Design Engineering: Environmental: No comments. Environmental Rel -w Committee South Talbot. Hill Reservoir May 25, 1988 Page 4 Traffic Engineering: Environmental: Information on how many vehicle trips per day will be generated on 103rd Place N.E. is needed. If roadway on 103rd Place N.E> is built for public usage, street lighting should be part of the offsite improvements. Utility Engineering: Environmental: No comments. Parks and Recreation: Environmental: No recreation impacts. Building Division: Environmental: No comments. Zoning Division: Suggest doubling the number of coniferous trees around the Reservoir site (are rather sparse on landscape plan) to mitigate aesthetic screening of Reservoir with developing neighborhood. Policy Development: What temporary erosion control measures will be utilized during construction? ECHNICAL ADVISORY COMMITT AGENDA May 20, 1988 Third Floor Conference Room Commencing at 10:00 a.m. TIME/KEY PARTICIPANTS NEW PROJECTS Sherwin Lisker, EconoLube & Tune, Inc. This project is submitted for environmental review as it is to be sited in the Aquifer Protection Area. The development is to be a 2800 square foot tune-up, lubricating & minor repair center on an existing vacant lot in an L-1 zone. Property located at 225 Sunset Boulevard. ECF-028-88 J. M. Dalpay, Dalpay Rezone Application for non-project action to rezone 3.02 acres of vacant property from G-1 (General Use) to B-1 (Business Use). Property located on the south side of N.E. Sunset Boulevard, west of Union Avenue. ECF 030-88; R 030-88 • Valley Medical Center, Psychiatric Wing Addition Application for site plan approval to allow the construction of a new one-story 40-bed psychiatric addition having 24,960 sq. ft and with a lower level below having a 3,000 sq. ft. mechanical/electrical room. Located at Valley Medical Center, 400 South 43rd Street. ECF-027-88; SA-027-88 City of Renton Public Works Department-I-405 Storm Drain Crossing Application to construct storm drain improvements to improve drainage capacity at the I-405 culvert near N.E. 44th Street. Property located north of I-405 at N.E. 44th Street ECF-031- 88 City of Renton, Public Works Department-South Talbot Hill -C Reservoir and Pipeline Improvements Application to rezone approximately two acres of property from R-1 (Residential Use) and Greenbelt to P-1 (Public Use) and to construct a reservoir and a 16 inch water pipeline. The reservoir will be located on Carr Road, east of Valley Medical Center and south of the Covenant Church Building. The watermain will be installed in Carr Road from Valley Medical Center to 103rd Place S.E. and up the reservoir access road (143rd Place S.E.) ECF 021-88; R 021-88; SA 021-88 Jeffrey Hillson-Beadex Manufacturing Application to construct a single story 8500 square foot metal warehouse to serve as an addition to an existing single story concrete building of approximately 32,000 square feet. The proposed structure will displace parking places which are to be relocated on the site. Property located at 833 Houser Way North (east of the Boeing Company and west of I-405). ECF 032-88 Accord, Inc. .- Taco Time Corporate Offices Application for site plan approval to allow the construction of a corporate office building having approximately 12,029 square feet of which 92% will be office and 8% as storage. . Property located south of South 2nd Street, east of Rainier Avenue South, and west of Lake Avenue South if extended, 200 Rainier Avenue South. ECF-034-88, SA-034-88 DISCUSSION ONLY Ramac, Inc. - Dan Shane Application to subdivide that portion of the Park Place Plat located at 1800 Maple Valley Highway into four (4) lots. The subject property is 6.139 acres. The present zoning is commercial (B-1) and the Comp Plan designation is also commercial. The land is vacant at this time. Proposed lots range in size from .802 acres to 2.215 acres. Property located at 1800 Maple Valley Highway (north side of the Highway and east of I-405) ECF-029-88; SH-PL-029-88 CITY OF RENTON BUILDING & ZONING DEPARTMENT Earl Clymer, Mayor Ronald G. Nelson, Director May 5, 1988 Robert E. Bergstrom, P.E. Department of Public Works City of Renton Renton, Washington 98055 RE: South Talbot Hill Reservoir and Pipeline Improvements, Site Plan Approval, Property located on Carr Road, continuing from Valley Medical Center to 103rd Place S.E. and on to 143rd Place S.E. (SA 021-88; ECF 021-88) Dear Mr. Bergstrom: The Building and Zoning Department has formally accepted the above referenced project. It has been routed for departmental review and is tentatively scheduled for the Technical Advisory Committee on May 25, 1988, for consideration. If you have any questions regarding the scheduling of your project, please contact our office at 235-2550. Sincerely, (:::)444 Donald K. Erickson, AICP Zoning Administrator • pc: Richard Houghton DKE:lb • 200 Mill Avenue South - Renton, Washington 98055 - (206) 235-2540 d‘7) • opR ENVIRONMENTAL CHECKLIST REVIEW SHEET `�Hro 2149N N • �7 �® ll qf�0 REVIEWING DEPARTMENT: Ic�( �N(j �19,4 b DATE CIRCULATED: 47 R8 COMMENTS DUE: 5/16/88/t®- EFC - 021 RR 4?tto APPLICATION NO(S).: R_n21-88; SA 021-88 PROPONENT: rity of Renton - Public Works (Robert Bergstrom) • PROJECT TITLE: South Talhnt Hill Reservoir BRIEF DESCRIPTION OF PROJECT_Application to rezone property from R-1 to P-i _& to_ obtain sit plan approval for a new public reservoir. Property is vacant; it is hilly & so will f-equfr•e yrddlny. Reservoir will be .approximately bb teet high, & .approx. 100 tt in diameter. Pr ject inciudPs• A if " water' main_ Property totals approx. 87000 sq ft. LOCATION: Site is on Carr Road, east of Valaley Medical Center. South of the present Covenant Church Building which is near S 43rd Street. Panther Creek is nearby. SITE AREA: approx 2 acres BUILDING AREA (gross): 100 ft is diameter IMPACT REVIEW ON ENVIRONMENTAL ELEMENTS PROBABLE' PROBABLE MORE MINOR MAJOR INFORMATION IMPACT IMPACT NECESSARY 1) Earth 2) Air • 3) Water 4) Plants • 5) Animals 6) Energy and Natural Resources 7) Environmental Health 8) Land and Shoreline Use 9) Housing 10) Aesthetics 11) Light and Glare 12) Recreation 13) Historic and Cultural Preservation 14) Transportation 15) Public Services 16) Utilities COMMENTS: We have reviewed this application with particular attention to those areas we have expertise in, and have identified areas of probable impact or areas where additional inf ' ation is needed properly assess this proposal. Sign r -of 'Director or Authorized Representative Date _ err RENT ri BUILDING & ZONING DEPArs 'WENT PR`�Nt oN DEVELOPMENT APPLICATION REVIEW E°F198 �O � ECF - 021 - 88 GOFpT APPLICATION NO(S) : R-021-88 , SA-021-88 PROPONENT: CITY OF RENTON, PUBLIC WORKS DEPT. PROJECT TITLE : SOUTH TALBOT HILL RESERVOIR BRIEF DESCRIPTION OF PROJECT: APPLICATION TO REZONE PROPERTY FROM R-1 TO P-1 & TO OBTAIN SITE PLAN APPROVAL FOR A NEW PUBLIC RESERVOIR. PROPERTY IS VACANT: IT IS HILLY & SO WILL REQUIRE GRADING. RESERVOIR WILL BE APPROX. 55 FT. HIGH & APPROX. 100 FT. IN DIAMETER. PROJECT INCLUDES A 16" WATER MAIN. PROPERTY TOTAL LOCATION : SITE IS ON CARR ROAD. EAST OF VALLEY MEDICAL CENTER. SOUTH APPROX 87 , 000 S OF THE PRESENT COVENANT CHURCH BUILDING WHICH IS NEAR S. 43rd ST. PANTER CREEK IS NEARBY. TO : PUBLIC WORKS DEPARTMENT SCHEDULED ERC DATE : OENGINEERING DIVISION TRAFFIC ENG, DIVISION SCHEDULED HEARING DATE : OUTILITIES ENG , DIVISION Ell FIRE PREVENTION BUREAU OPARKS & RECREATION DEPARTMENT -BUI�NG & ZONING DEPARTMENT OPOLICE DEPARTMENT POLICY DEVELOPMENT DEPARTMENT n OTHERS : COMMENTS OR SUGGESTIONS REGARDING THIS APPLICATION SHOULD BE PROVIDED IN WRITING . PLEASE PROVIDE COMMENTS TO THE BUILDING & ZONING DEPARTMENT BY 5:00 P .M. ON MAY 16, 1988 REVIEWING DEPARTMENT/DIVISION : ?CD 6 ISAPPROVED n APPROVED WITH CONDITIONS NOT APPROVED • DATE: SIGNATUR F DIRECTOR OR AUTHORI ED REPRESENTATIVE REVISION 5/1982 r 2149N ENVIRONMENTAL CHECKLIST REVIEW SHEET4)kti4C/h" c� REVIEWING DEPARTMENT. (_ 11-i I(+4e_s : DATE CIRCULATED: S/2/2R COMMENTS DUki. B/i 9,�0 �' u ;t,aAN EFC - 021 -. _88 O�4c �1 O APPLICATION NO(S). : R-n �21_RR, SA 021-R8 �, 88 PROPONENT: city of Rpntnn - Public Works (Robert Bergstrom) PROJECT TITLE: South Talhnt Hill Reservoir BRIEF DESCRIPTION OF PROJECT: Application to rezone property from R-1 to P-1 _14 to_ obtain sii • plan approval for a new public reservoir. Property is vacant; it is hilly & so will reuuIr•e grading. Reservoir will be .approximately bb teet high, & .approx. 100 tt in diameter. Project inrliffl c a 16 " water' main_ Property totals approx. 87000 sq ft. LOCATION: Site is on Carr Road, east of Valaley Medical Center. South of the present Covenant Church Building which is near S 43rd Street. Panther .Creek is nearby. SITE AREA: approx 2 acres BUILDING AREA (gross): 100 ft is diameter IMPACT REVIEW ON ENVIRONMENTAL ELEMENTS PROBABLE' PROBABLE MORE MINOR MAJOR INFORMATION IMPACT IMPACT NECESSARY 1) Earth 2) Air 3) Water 4) Plants 5) Animals 6) Energy and Natural Resources 7) Environmental Health 8) Land and Shoreline Use 9) Housing 10) Aesthetics 11) Light and Glare 12) Recreation 13) Historic and Cultural Preservation 14) Transportation 15) Public Services 16) Utilities `/ COMMENTS: We have reviewer t' is application with particular attention to those areas we have expertise in a d/Iiave identified areas of probable impact or areas where additional inf•rmat' n 1. eeded t properly assess this proposal. 0/99 Signature of Director or Authorized Representative Date • RENTON BUILDING & ZONING DEPARTME cry OFR c �` FHroH DEVELOPMENT APPLICATION RE '% ` =!° G/ C) Ns 1988 ECF - 021 - 88 049 APPLICATION NO(S) : R-021-88 , SA-021-88 PROPONENT : CITY OF RENTON, PUBLIC WORKS DEPT. PROJECT TITLE : SOUTH TALBOT HILL RESERVOIR BRIEF DESCRIPTION OF PROJECT: APPLICATION TO REZONE PROPERTY FROM R-1 .TO P-1 & TO OBTAIN SITE PLAN APPROVAL FOR A NEW PUBLIC RESERVOIR. PROPERTY IS VACANT: IT IS HILLY & SO WILL REQUIRE GRADING. RESERVOIR WILL BE APPROX. 55 FT. HIGH & APPROX. 100 FT. IN DIAMETER. PROJECT INCLUDES A 16" WATER MAIN. PROPERTY TOTAL, LOCATION : SITE IS ON CARR ROAD. EAST OF VALLEY MEDICAL CENTER. SOUTH APPROX 87 , 000 S: OF THE PRESENT COVENANT CHURCH BUILDING WHICH IS NEAR S . 43rd ST. PANTER CREEK IS NEARBY. TO: PUBLIC WORKS DEPARTMENT SCHEDULED ERC DATE : ❑ ENGINEERING DIVISION [ TRAFFIC ENG . DIVISION SCHEDULED HEARING DATE : aTILITIES .ENG . DIVISION FIRE PREVENTION BUREAU OPARKS & RECREATION DEPARTMENT OBUILDING & ZONING DEPARTMENT OPOLICE DEPARTMENT OPOLICY DEVELOPMENT DEPARTMENT ROTHERS : COMMENTS OR SUGGESTIONS .REGARDING THIS APPLICATION SHOULD BE PROVIDED IN WRITING . PLEASE PROVIDE COMMENTS TO THE BUILDING & ZONING DEPARTMENT BY 5:00 P .M. ON MAY 16, 1988 REVIEWING DEPARTMENT/DIVISION : U7iLir`t NIAPPROVED APPROVED WITH CONDITIONS ONOT APPROVED c03 ✓e pC�,L..l,2.Q [J 31/ 0 OL_. DATE : .5/7 '8n SIGNATURE OF RECTOR OR AUTHORIZED REPRESENTATIVE REVISION 5/1982 C:$•cfr% ENVIRONMENTAL CHECKLIST REVIEW SHEET ��`• �'�.lf O 2149N 0 y0 ��ti REVIEWING DEPARTMENT: —CYa-�ic 4jl�, ,99 DATE CIRCULATED: 5/9/2R COMMENTS DUE: 5/16/88 04 ,�� ege EFC - 021 — RR O APPLICATION NO(S). : R_n21-R8; SA 0?1-88 . A PROPONENT: r.ity of Renton - Public Works (Robert Bergstrom) • PROJECT TITLE: Snnth Talhnt Hill Reservoir . BRIEF DESCRIPTION OF PROJECT: Application to rezone property from R-1 to P%-1 _& to_ obtain sit plan anoroval for a new public reservoir. Property is vacant; it is hilly & so will • feuuIre yradlny. Reservoir will be .approximately 55 .feet high, & approx. 100 tt in diameter. Project inchidec' a 16 " water' main_ Property totals approx. 87000 sq ft. LOCATION: Site is on Carr Road, past of Valaley Medical Center: South of the present Covenant Church Building which isS near S 43rd Street. Panther .Creek is nearby. SITE. AREA: approx 2 acres • BUILDING AREA (gross): 100 ft is diameter IMPACT REVIEW ON ENVIRONMENTAL ELEMENTS PROBABLE PROBABLE MORE MINOR MAJOR INFORMATION IMPACT IMPACT NECESSARY 1) Earth • 2) Air 3) Water • 4) Plants 5) Animals 6) Energy and Natural Resources 7) Environmental Health 8) Land and Shoreline Use i ' 1- 9) Housing 10) Aesthetics 11) Light and Glare 12) Recreation 13) Historic and Cultural Preservation 14) Transportation 15) Public Services 16) Utilities COMMENTS: F/1 �2 rs �� 0-C2-• pe#,) # ; j-7 6 /4) ,e ,e2/AsiAT, 0 �e- A _ 6 , We have reviewed this application with particular attention to those areas we have expertise in and have identified areas of probable impact or areas where additional information is needed to properly ssess this proposal. 707 �j / S '8 Signature of Director or'Authorize Represen ative Date . RENTON BUILDING & ZONING DEPAH1 MENT • DEVELOPMENT APPLICATION REVIEW S pox. G"4 e'9), tiro 021 - 88 'O �O �9 ECF efr ?9.9, 4 APPLICATION NO(S) : R-021-88 , SA-021-88 ) � ,v0 Pok PROPONENT: CITY OF RENTON, PUBLIC WORKS DEPT. PROJECT TITLE: SOUTH TALBOT HILL RESERVOIR BRIEF DESCRIPTION OF PROJECT: APPLICATION TO REZONE PROPERTY FROM R-1 TO P-1 & TO OBTAIN SITE PLAN: APPROVAL FOR A NEW PUBLIC RESERVOIR. PROPERTY IS VACANT: IT IS HILLY & SO WILL REQUIRE GRADING. RESERVOIR WILL BE APPROX. 55 FT. HIGH & APPROX. 100 FT. IN DIAMETER. PROJECT INCLUDES A 16" WATER MAIN. PROPERTY TOTAL: LOCATION : SITE IS ON CARR ROAD. EAST OF VALLEY MEDICAL CENTER. SOUTH APPROX. 87 , 000 SI OF THE PRESENT COVENANT CHURCH BUILDING WHICH IS NEAR S. 43rd ST. PANTER CREEK IS NEARBY. TO : ❑ PUBLIC WORKS DEPARTMENT SCHEDULED ERC DATE : • ENGINEERING DIVISION FITRAFFIC ENG, DIVISION SCHEDULED HEARING DATE : UTILITIES ENG , DIVISION I ( FIRE PREVENTION BUREAU OPARKS & RECREATION DEPARTMENT BUILDING & ZONING DEPARTMENT DPOLICE DEPARTMENT a POLICY DEVELOPMENT DEPARTMENT OTHERS : COMMENTS OR SUGGESTIONS REGARDING THIS APPLICATION SHOULD BE PROVIDED IN WRITING , PLEASE PROVIDE COMMENTS TO THE BUILDING & ZONING DEPARTMENT BY 5:00 P.M. ON MAY 16, 1988 REVIEWING DEPARTMENT/DIVISION : Ir���� EI APPROVED APPROVED WITH CONDITIONS NOT APPROVED 2 _Ek-, `-af( J :�/ 4 , 5 a„, 2. ....-Z4416r111"7..v.1 e 1111111 �J DATE: SIGNATURE OF DIRECTOR OR AUTHORI ED REPRESENTATIVE REVISION 5/1982 • 2149N ENVIRONMENTAL CHECKLIST REVIEW SHEET REVIEWING DEPARTMENT: \-3-etYYS . DATE CIRCULATED: h/2/RR COMMENTS DUE: 5/16/88 EFC - n21 '- • _88 APPLICATION NO(S). : P-n21-R8; SA 021-88 PROPONENT: City of Renton - Public Works (Robert Bergstrom) PROJECT TITLE:_ Smith Talhnt Nill '•Racarvnir BRIEF DESCRIPTION OF PROJECT:_Applica•tion to rezone property from R-1 to P-1.& to. obtain sit plan approval for a new public reservoir. Property is vacant; it is hilly & so will feuuire grading. Reservoir will be .approximately bb teet high, &'-approx. lOU tt in diameter. Project includec' a 16 " watar' main - Property totals approx. 87000 sq ft. LOCXITION: Site is nn Carr Rat of V-al-al-ey f edi-cal Cegtar. Sei-th of the present Covenant Church Building which is near S 43rd Street. Panther .Creek is nearby. SITE AREA: approx 2 acres BUILDING AREA (gross): 100 ft is diameter ' IMPACT REVIEW ON ENVIRONMENTAL ELEMENTS PROBABLE' PROBABLE MORE MINOR MAJOR INFORMATION • IMPACT IMPACT NECESSARY 1) Earth 2) Air 3) Water 4) Plants 5) Animals • 6) Energy and Natural Resources 7) Environmental Health 8) • Land and Shoreline Use 9) Housing 10) Aesthetics x 11) , Light and Glare 12) Recreation 13), Historic and Cultural Preservation 14) Transportation • 15) Public Services 16) Utilities COMMENTS: roc , fl o� iliVe 7- CITY ®F RnENTON • • ,,, Lh 11 1{E • .t. , .. .: j,.. _ i. • • We have reviewed this application with particular attention to those areas we have expertise in and have identified areas of probable impact or areas where additional informat' is needed to properly assess this proposal.�� / ,11j /c� , l r&F— Signatu f Director or Authorized Representative Date y T • RENT:.:J BUILDING & ZONING DEP1,._TMENT DEVELOPMENT APPLICATION REVIEW SHEET . • ECF - 021 - 88 APPLICATION NO(S) : R-021-88 , SA-021-88 PROPONENT : CITY OF RENTON, PUBLIC WORKS DEPT. PROJECT TITLE : SOUTH TALBOT HILL RESERVOIR BRIEF DESCRIPTION OF PROJECT: APPLICATION TO REZONE. PROPERTY FROM R-1 .TO P-1 & TO OBTAIN SITE PLAN APPROVAL FOR A NEW PUBLIC RESERVOIR, PROPERTY IS VACANT: IT IS HILLY & SO WILL REQUIRE GRADING, RESERVOIR WILL BE APPROX. 55 FT. HIGH & APPROX. 100 FT. IN DIAMETER. PROJECT INCLUDES A 16" WATER MAIN. PROPERTY TOTAL: LOCATION : SITE IS ON CARR ROAD, EAST OF VALLEY MEDICAL CENTER, SOUTH APPROX 87 , 000 S] OF THE PRESENT COVENANT CHURCH BUILDING WHICH IS NEAR S. 43rd ST. PANTER CREEK IS NEARBY. TO: n PUBLIC WORKS DEPARTMENT SCHEDULED ERC DATE : ' OENGINEERING DIVISION OTRAFFIC ENG. DIVISION SCHEDULED HEARING DATE : n UTILITIES ENG . DIVISION 0 FIRE PREVENTION BUREAU E PARKS & RECREATION DEPARTMENT ■ BUILDING & ZONING DEPARTMENT POLICE DEPARTMENT POLICY DEVELOPMENT DEPARTMENT OOTHERS : COMMENTS OR SUGGESTIONS REGARDING THIS, APPLICATION SHOULD BE PROVIDED IN WRITING . PLEASE PROVIDE COMMENTS TO THE BUILDING & ZONING DEPARTMENT BY 5 :00 P .M. ON MAY 16, 1988 REVIEWING DEPARTMENT/DIVISION : Ak^*i )442eCrr4e7i 4 ESTAPPROVED OAPPROVED WITH CONDITIONS NOT APPROVED CITY Or RENTON G [E nil IN iv v 1 M19M DATE: 1&4 ' /6�/f SIGNAT OF DIRECTOR OR AUTHORIZED REPRESENTATIVE ' if REVISION 5/1.982 ° . C641t; 2149N ENVIRONMENTAL CHECKLIST REVIEW SHEETtr7-1 "1- N REVIEWING DEPARTMENT: �c v�r1-h avl a 111i "14Q, DATE CIRCULATED: ri/?/RR COMMENTS DUE: 5/rpf- ,�, ;�� 88 EFC - 021 RR '''^�I �� i G oFA It APPLICATION NO(S).: R_n21-88, CA 021-88 ` PROPONENT: City of Renton - Public Works (Robert Bergstrom) PROJECT TITLE: South Talhnt Hill Reservoir _ BRIEF DESCRIPTION OF PROJECT: A_pplication to rezone property from R-1 to P-1 _& to obtain sit plan approval for a new public reservoir. Property is vacant; it is hilly so will freyuire grading. Reservoir will be .approximately 55feet high, & approx. IOU tt in diameter. Project inriudec' a 16 " water' main- Property totals approx. 87000 sq ft. LOCATION: Site is on Carr Road, Past of Valaley Medical Center. South of the present Covenant Church Building which is near S 43rd Street. Panther Creek is nearby. SITE AREA: approx 2 acres BUILDING AREA (gross): 100 ft is diameter IMPACT REVIEW ON ENVIRONMENTAL ELEMENTS PROBABLE' PROBABLE MORE MINOR MAJOR INFORMATION IMPACT IMPACT NECESSARY 1) Earth 2) Air 3) Water 4) Plants 5) Animals 6) Energy and Natural Resources 7) Environmental Health 8) Land and Shoreline Use 9) Housing 10) Aesthetics 11) Light and Glare 12) Recreation 13) Historic and Cultural Preservation 14) Transportation 15) Public Services 16) Utilities COMMENTS: /A/Noe /Mp4c7 We have reviewed this application with particular attention to those areas we have expertise in and have identified areas of probable impact or areas where additional information is needed to properly assess this proposal. 4e5. ieClutt Signature of Director or Authorized Representative DateC t RENT.... BUILDING & ZONING DEN.. .WENT 440 &cP,PO4, DEVELOPMENT APPLICATION REVI S Apt, 0 Giro 988 ECF - 021 - 88 �./ive o APPLICATION NO(S) : R-021-88 , SA-021-88 SAT PROPONENT: CITY OF RENTON, PUBLIC WORKS DEPT. PROJECT TITLE : SOUTH TALBOT HILL RESERVOIR BRIEF DESCRIPTION OF PROJECT: APPLICATION TO REZONE PROPERTY FROM R-1 .TO P-1 & TO OBTAIN SITE PLAN APPROVAL FOR A NEW PUBLIC RESERVOIR. PROPERTY IS VACANT: IT IS HILLY & SO WILL REQUIRE GRADING, RESERVOIR WILL BE APPROX. 55 FT. HIGH & APPROX. 100 FT. IN DIAMETER. PROJECT INCLUDES A 16" WATER MAIN. PROPERTY TOTAL LOCATION : SITE IS ON CARR ROAD, EAST OF VALLEY MEDICAL CENTER, SOUTH APPROX 87 , 000 S] OF THE PRESENT COVENANT CHURCH BUILDING WHICH IS NEAR S. 43rd ST. PANTER CREEK IS NEARBY. TO: 0 PUBLIC WORKS DEPARTMENT SCHEDULED ERC DATE : • ENGINEERING DIVISION OTRAFFIC ENG . DIVISION SCHEDULED HEARING DATE : OUTILITIES ENG . DIVISION 'FIRE PREVENTION BUREAU OPARKS & RECREATION DEPARTMENT BUILDING & ZONING DEPARTMENT OPOLICE DEPARTMENT ❑ POLICY DEVELOPMENT DEPARTMENT OTHERS :_ COMMENTS OR SUGGESTIONS REGARDING THIS APPLICATION SHOULD BE PROVIDED IN WRITING . PLEASE PROVIDE COMMENTS TO THE BUILDING & ZONING DEPARTMENT BY 5:00 P .M. ON MAY 16, 1988 REVIEWING DEPARTMENT/DIVISION : fry- -e�te►��ric EAPPROVED n APPROVED WITH CONDITIONS ONOT APPROVED • 21 �� 7 • �� � DATE: 7, SIGNATURE OF DIRECTOR OR AUTHORIZED REPRESENTATIVE REVISION 5/1982 2149N ENVIRONMENTALIR� CHECKLIST REVIEW SHEET REVIEWING DEPARTMENT: - 4t?1h'�� • DATE CIRCULATED: q/9/2R U COMMENTS DUE: 5/16/88 EFC - 021 - RR APPLICATION NO(S). : R_n21-RR; CA 021-88 PROPONENT: City of Renton - Public Works (Robert Bergstrom) PROJECT TITLE: South Talhnt Hill Reservoir BRIEF DESCRIPTION OF PROJECT: A_p.lication to rezone property from R-1 to P-1_& to_ obtain sit( pplan_ aobr.oval-- for a new public __ reservoir. Property is vacant; it is hilly & so will t'equlre grading. Reservoir will be .approximately bb teet high, & approx. 100 tt in diameter. Pr j Prt i nri ndPc' a 1 F, " water' main_ Property totals approx. 87000 sq ft. LOCATION: Sito is nn Carr arl eac+ of 11a aley Medical-Center south ^ the present ■ -�a�-r-vr�c Covenant Church Building which' is near S 43rd Street. Panther Creek is nearby. SITE. AREA: approx 2 acres BUILDING AREA (gross): 100 ft is diameter IMPACT REVIEW ON ENVIRONMENTAL ELEMENTS PROBABLE' PROBABLE MORE • MINOR MAJOR INFORMATION IMPACT IMPACT NECESSARY 1) Earth 2) Air 3) Water 4) Plants . 5) Animals 6) Energy and Natural Resources 7) Environmental Health 8) Land' and Shoreline Use 9) Housing • 10) Aesthetics 11) Light and Glare 12) Recreation 13). Historic and Cultural Preservation 14) Transportation 15) Public Services 16) Utilities COMMENTS: Q SUC1C6E91 • °MU rv(o TIC, tv u rh 1 R CC CaUl FE2oU nu s, PSR�h�o Tk4<' 'R olrt, Sl'1 C NU. R-ATI-ielt. SPPiit5E, atv LitINOSciNK ?LPJ ) To P\-r1(0iTr 1c5Thtt'IIC.. ScW11.06 C,F REStRvd►IZ, w ITH- • We have reviewed this application with particular attention to those areas we have expertise in and have identified areas of probable impact or areas where additional information is needed to properly assess this proposal. 5- 1 - 81s Signature of Direcklr or Authorized Representative Date RENTt BUILDING & ZONING DEPAk,:,;MENT DEVELOPMENT APPLICATION REVIEW SHEET ECF - 021 - 88 APPLICATION NO(S) ; R-021-88 , SA-021-88 PROPONENT: CITY OF RENTON, PUBLIC WORKS DEPT. PROJECT TITLE : SOUTH TALBOT HILL RESERVOIR BRIEF DESCRIPTION OF PROJECT: APPLICATION TO REZONE PROPERTY FROM R-1 .TO P-1 & TO OBTAIN SITE PLAN. APPROVAL FOR A NEW PUBLIC RESERVOIR. PROPERTY IS VACANT: IT IS HILLY & . SO WILL REQUIRE GRADING. RESERVOIR WILL BE APPROX. 55 FT. HIGH & APPROX. *100 FT. IN DIAMETER. PROJECT INCLUDES A 16" WATER MAIN. PROPERTY TOTALS LOCATION : SITE IS ON CARR ROAD. EAST OF VALLEY MEDICAL CENTER. SOUTH APPROX. 87 , 000 SF OF THE—PRESENT COVENANT CHURCH BUILDING WHICH IS NEAR S. 43rd. ST. PANTER CREEK IS NEARBY.. ' TO : PUBLIC WORKS DEPARTMENT SCHEDULED ERC DATE : OENGINEERING DIVISION OTRAFFIC ENG. DIVISION SCHEDULED HEARING DATE : UTILITIES ENG . DIVISION FIRE PREVENTION BUREAU OPARKS & RECREATION DEPARTMENT [' BBUILDING & ZONING DEPARTMENT OPOLICE DEPARTMENT OPOLICY DEVELOPMENT DEPARTMENT OOTHERS : COMMENTS OR SUGGESTIONS REGARDING THIS APPLICATION SHOULD BE PROVIDED IN WRITING . PLEASE PROVIDE COMMENTS TO THE BUILDING & ZONING DEPARTMENT BY 5:00 P .M. ON MAY 16, 1988 REVIEWING DEPARTMENT/DIVISION : 201(01YV62 DIVI510K4 . APPROVED APPROVED WITH CONDITIONS n NOT APPROVED IcE.C.01M w1E0O IZEZANE. P morn IS-I TO p-1 R .,(Orn w►ei) SI`MPL NNI A,PPRAvAt. 140,0• r f � a T. ��►� DATE: S' l 1" SIGNATURE OF ILORECTOR OR AUTHORIZED REPRESENTATIVE REVISION 5/1982 Fnrm 182 ofrp G 2149N ENVIRONMENTAL CHECKLIST REVIEW SHEET INk gy00 /(( REVIEWING DEPARTMENT: -ellngi \ .€% V' p �% DATE CIRCULATED: S/2/RR COMMENTS DUE: 5/16/88 C EFC - 021 ___88 oFA� APPLICATION NO(S). : R-rot-88; SA 021-88 , PROPONENT: City of Renton - Public Works (Robert Bergstrom) PROJECT TITLE: Smith Talhnt Hill Reservoir BRIEF DESCRIPTION OF PROJECT: Application to rezone property from R-1 to P-i .& to_ obtain sit plan approval for a new public reservoir. Property is vacant; it is hilly & so will feuuIre grading. Reservoir will be .approximately 55 ,teet high, & 'approx. 100 tt in diameter. Project inciuclpc• a 16 " water' main_ Property totals approx. 87000 sq ftti LOCATION: Site is on Carr Road, east of Valaley Medical Center. South of the present Covenant Church Building which is near S 43rd Street. Panther Creek is nearby. SITE AREA: approx 2 acres BUILDING AREA (gross): 100 ft is diameter IMPACT REVIEW ON ENVIRONMENTAL ELEMENTS PROBABLE' PROBABLE MORE MINOR MAJOR INFORMATION IMPACT IMPACT NECESSARY 1) Earth 2) Air ✓ • 3) Water 4) Plants 5) Animals 6)• Energy and Natural Resources 7) Environmental Health 8) Land and Shpreline Use 6 9) Housing 10) Aesthetics 11) Light and Glare 12) Recreation 13) Historic and Cultural Preservation I 14) Transportation 15) Public Services 16) Utilities COMMENTS: s I'C/ f We have reviewed this application with particular attention to those areas we have expertise in and have identified areas of probable impact or areas where additional informat'on is needed to properly assess this proposal. Signature of`Director or Aut�fized Representative Date RENTON BUILDING & ZONING DEPARTMENT 4.04 c,,` DEVELOPMENT APPLICATION REVI 4 , 0,9 %?•1/4-t*" c-6 ECF - 021 - 88 Ny, APPLICATION NO(S) : R-021-88, SA-021-88 AA• PROPONENT : CITY OF RENTON, PUBLIC WORKS DEPT. • PROJECT TITLE : SOUTH TALBOT HILL RESERVOIR BRIEF DESCRIPTION OF PROJECT: APPLICATION TO REZONE PROPERTY FROM R-1 TO P-1 & TO OBTAIN SITE PLAN APPROVAL FOR A NEW PUBLIC RESERVOIR. PROPERTY IS VACANT: IT IS HILLY & SO WILL REQUIRE GRADING, RESERVOIR WILL BE APPROX. 55 FT. HIGH & APPROX. 100 FT. IN DIAMETER. PROJECT INCLUDES. A 16" WATER MAIN. PROPERTY TOTAL: LOCATION : SITE IS ON CARR ROAD. EAST OF VALLEY MEDICAL CENTER. SOUTH APPROX, 87 , 000 SI OF THE PRESENT COVENANT CHURCH BUILDING WHICH IS NEAR S . 43rd ST. PANTER CREEK IS NEARBY. TO : n PUBLIC WORKS DEPARTMENT SCHEDULED ERC DATE : [251, NGINEERING DIVISION • TRAFFIC ENG . DIVISION SCHEDULED HEARING DATE : • UTILITIES ENG . DIVISION FIRE PREVENTION BUREAU PARKS & RECREATION DEPARTMENT • BUILDING & ZONING DEPARTMENT POLICE DEPARTMENT • POLICY DEVELOPMENT DEPARTMENT • OTHERS : COMMENTS OR SUGGESTIONS REGARDING THIS APPLICATION SHOULD B.E PROVIDED IN WRITING . PLEASE PROVIDE COMMENTS TO THE BUILDING & ZONING DEPARTMENT BY 5:00 P ;M. ON MAY 16, 1988 REVIEWING DEPARTMENT/DIVISION : DAPPROVED OAPPROVED WITH CONDITIONS la] NOT APPROVED \ra 7--T. cam— E- e-s _ P ),__ 4111101. ART DATE: SIGNATURE OF DIRECTOR OR AUTHORIZED REPRESENTATIVE REVISION 5/1982 40 #zeik op RF� 2149N ENVIRONMENTAL CHECKLIST REVIEW SHEET AV 44Vjb iy REVIEWING DEPARTMENT: \'ce e, '9Y1 , DATE CIRCULATED: 5/2/RR COMMENTS DUE: 5/16 /g/ , � 988 EFC - n21 - RR 0e� QFA APPLICATION NO(S).: R_n71-R8; SA 021-88 r PROPONENT: city of Renton - Public Works (Robert Bergstrom) PROJECT TITLE: South Talhnt Hill Reservoir BRIEF DESCRIPTION OF PROJECT: Application to rezone property from R-1 to P-1 _& to. obtain sit plan approval .for a new public reservoir. Property is vacant; it is hilly & so will ieuufre yradiny. Reservoir will be .approximately bb ,teet high, & -approx. 100 tt in diameter. Project inrliidpc• a 16 " water' main_ Proper -tatatc—appr-4.Y...—R7-GM-si ft LOCATION: Site is nn Carr Road, east of Valaley Medical Center. South of the present Covenant Church Building which is near S 43rd Street. Panther Creek is nearby. SITE AREA: approx 2 acres • BUILDING AREA (gross): 100 ft is diameter IMPACT REVIEW ON ENVIRONMENTAL ELEMENTS PROBABLE' PROBABLE MORE MINOR MAJOR INFORMATION IMPACT IMPACT NECESSARY 1) Earth 2) Air ' 3) Water 4) Plants • 5) Animals 6) Energy and Natural Resources 7) Environmental Health S) Land and Shoreline Use 9) Housing 10) Aesthetics 11) Light and Glare 12) Recreation 13) Historic and Cultural Preservation 14) Transportation 15) Public Services 16) Utilities COMMENTS: pot,Le. _ r We have reviewed this application with particular attention to those areas we have expertise in and have identified areas of probable impact or areas where additiona infor tion is needed to properly assess this proposal. 1/4 0 �I Signa ure of Director or Authorized Representative Date TT_ - RENTON DthLDING & ZONING DEPART n`ENT40 DEVELOPMENT APPLICATION REV % � ;� �` 021 — 88 4 0 ECF �Q APPLICATION NO(S) : R-021-88 , SA-021-88 PROPONENT : CITY OF RENTON, PUBLIC WORKS DEPT. PROJECT TITLE : SOUTH TALBOT HILL RESERVOIR BRIEF DESCRIPTION OF PROJECT: APPLICATION TO REZONE PROPERTY FROM R-1 .TO P-1 & TO OBTAIN SITE PLAN APPROVAL FOR A NEW PUBLIC RESERVOIR. PROPERTY IS VACANT: IT IS HILLY & SO WILL REQUIRE GRADING. RESERVOIR WILL BE APPROX. 55 FT. HIGH & APPROX. 100 FT. IN DIAMETER. PROJECT INCLUDES A 16" WATER MAIN. PROPERTY TOTAL LOCATION : SITE IS ON CARR ROAD. EAST OF VALLEY MEDICAL CENTER. SOUTH APPROX 87 , 000 S] OF THE PRESENT COVENANT CHURCH BUILDING WHICH IS NEAR S. 43rd ST. PANTER CREEK IS NEARBY. TO : n PUBLIC WORKS DEPARTMENT SCHEDULED ERC DATE : 0 ENGINEERING DIVISION TRAFFIC ENG , DIVISION SCHEDULED HEARING DATE : UTILITIES ENG , DIVISION Ell FIRE PREVENTION BUREAU PARKS & RECREATION DEPARTMENT BUILDING & ZONING DEPARTMENT g POLICE DEPARTMENT El POLICY DEVELOPMENT DEPARTMENT n OTHERS : COMMENTS OR SUGGESTIONS REGARDING THIS APPLICATION SHOULD BE PROVIDED IN WRITING , PLEASE PROVIDE COMMENTS TO .THE BUILDING & ZONING DEPARTMENT BY 5:00 P .M. ON MAY 16, 1988 REVIEWING DEPARTMENT/DIVISION : fcttc.e . 111 APPROVED 0 APPROVED WITH CONDITIONS 0 NOT APPROVED DATE: SIGNATURE OF DIRECTOR OR AUTHORIZED REPRESENTATIVE REVISION 5/1982 dP0 2149N ENVIRONMENTAL CHECKLIST REVIEW SHEET 0REVIEWING DEPARTMENT: '\k �ti ' '• 4V1441, � D: 5 ? R COMMENTS DUE: _,DATE CIRCULATE / / 5/16/8 EFC 021 RR IyIP 40 APPLICATION NO(S). : R-021-R8; SA 021-88 . Cd PROPONENT: rity of Renton - Public Works (Robert Bergstrom) � PROJECT TITLE: Snuth Talhot Hill Reservoir \ BRIEF DESCRIPTION OF PROJECT: Application to rezone property from R-1 to P-1 _& to obtain sit plan aooroval for a new public reservoir. Property is vacant; it is hilly & so will f'euuire grading. Reservoir will be .approximately 55teet high, & .approx. 100 tt in diameter. Project includes' a 16 " water main_ Property totals approx. 87000 sq ft. LOCATION: Site it nn Carr v. ley Me.Ia_cal 'Cuter: South of the present Covenant Church Building which is near S 43rd Street. Panther Creek is nearby. SITE AREA: approx 2 acres BUILDING AREA (gross): 100 ft is diameter IMPACT REVIEW ON ENVIRONMENTAL ELEMENTS PROBABLE PROBABLE MORE MINOR MAJOR INFORMATION IMPACT IMPACT NECESSARY 1) Earth 11 2) Air 3) Water 4) Plants 5) Animals ( 6) Energy and Natural Resources )4- ' 7) Environmental Health 8) Land and Shoreline Use 9) Housing 10) Aesthetics 11) Light and Glare 12) Recreation x 13) Historic and Cultural Preservation 14) Transportation >4- 15) Public Services 16) Utilities COMMENTS: lam tht-e6/ 7 We have reviewed this application with particular attention to those areas we have expertise in and have identified areas of probable impact or areas where additional information is needed to properly assess this proposal. 4--LrrAAA AA 01 )1 " " l'°)°"15 2 Signatu Dir re of ector or Authorized Representative 'Date diSAC/ RENT:,,.. BUILDING & ZONING DEPI>>.. J MENT ryp� 4114/2 DEVELOPMENT APPLICATION REVIEW I E t. �i 41(9 co ECF - 021 - 88 O 4'A4 APPLICATION NO(S) : R-021-88 , SA-021-88 ` N PROPONENT: CITY OF RENTON, PUBLIC WORKS DEPT. PROJECT TITLE : SOUTH TALBOT HILL RESERVOIR BRIEF DESCRIPTION OF PROJECT: APPLICATION TO REZONE PROPERTY FROM R-1 .TO P-1 & TO OBTAIN SITE PLAN APPROVAL FOR A NEW PUBLIC RESERVOIR. PROPERTY IS VACANT: IT IS HILLY & SO WILL REQUIRE GRADING. RESERVOIR WILL BE APPROX. 55 FT. HIGH & APPROX. 100 FT. IN DIAMETER. PROJECT INCLUDES A 16" WATER MAIN. PROPERTY TOTAL; LOCATION : SITE IS ON CARR ROAD. EAST OF VALLEY MEDICAL CENTER. SOUTH APPROX 87 , 000 S] OF THE PRESENT COVENANT CHURCH BUILDING WHICH IS NEAR S. 43rd ST. PANTER CREEK IS NEARBY. TO: OPUBLIC WORKS DEPARTMENT SCHEDULED ERC DATE : • ENGINEERING DIVISION • TRAFFIC ENG. DIVISION SCHEDULED HEARING DATE : UTILITIES ENG . DIVISION n FIRE PREVENTION BUREAU ] PARKS & RECREATION DEPARTMENT 1 BUILDING & ZONING DEPARTMENT Li POLICE DEPARTMENT POLICY DEVELOPMENT DEPARTMENT DOTHERS : COMMENTS OR SUGGESTIONS REGARDING THIS APPLICATION SHOULD BE PROVIDED IN WRITING . PLEASE PROVIDE COMMENTS TO THE BUILDING & ZONING DEPARTMENT BY 5 :00 P .M. ON MAY 16, 1988 REVIEWING DEPARTMENT/DIVISION : Peo- l APPROVED OAPPROVED WITH CONDITIONS ONOT APPROVED • y1/Lr: �Nti J LC4 DATE: laA '21 r eff, SIGNATURE OF DIRECTOR OR AUTHORIZED REPRESENTATIVE REVISION 5/1982 rJ ITY OF RENTON ti : �; RgCEIV CITY OF RENTON ED PUBLIC WORKS DEPARTMENT APR 0C1988 Earl Clymer, Mayc�V�LDI Design/Utility Engineef1ng Design/Utility DEpt April 5, 1988 MEMORANDUM TO: Jerry Lind, Building and Zoning FROM: Bob Bergstrom, Public Works SUBJECT: South Talbot Hill Reservoir — Rezone to P-1 As requested, I have prepared for you additional exhibits as required for the site rezone for the new City water tank. A. 2 copies of Real Estate Contract from City Attorney' s Office. B. 7 copies of King County Assessor Map Exhibits. C.. 1 copy reduced site plan map. D. I cop,,es—of memo of Justification for Reservoir. Please process. Thank you. Robert E. ergstrom 2D.15.6.07/REB:ckd Attachments 200 Mill Avenue South - Renton, Washington 98055 - (206) 235-2631 !TTEROFF ICE ME - O TO: r( L IN01 DATE: 34649YJ FROM: 716,6 f5�1►��"'I -Y /, / SUBJECT: �d h/✓✓ ' vr' $ci ` 1 V p !e1 LT' t [I J /vci Pe 44 44-cl -J 7 . p144ty h vt" - f/'am 5 N4-53/e4^- M G r J "Es, fiAt A resetvoie, pra.d- — P1 ° Cif'cc/L pLAArs 14J CITY OF RENTON ��/�� ti MAR 201qA811-1) FTEROFF ICE ME -;0 CITY -BOOR RECEWED TO: tri c DATE: / -7lag BUILDING/ZONING DEPTH • FROM: 128 SUBJECT: SOLA-4( rra IS+ 1131 ✓J©l a, — /4 oh o cie- P s 1l9Arei1,1i`'tA C Nct / La4..( U AfQitc mow. aulti Joutn lalDOt tilll Keservoir . • VY 0 (TTY OF RENTO!T FILE NO(S): EA=OZJ-8� ♦ tti cm,C. ♦ BL._DING & ZONING DEPART ,'T nZI- , MASTER APPLICATION NOTE TO APPLICANT: Since this is a comprehensive application form, only those items related to your specific type of application(s) are to be completed. (Please print or type. Attach additional sheets if necessary.) APPLICANT I I TYPE OF APPLICATION NAME - FEES CITY OF RENTON Dept. of Public WorksO *(FROM ;. - TO p- ) ADDRESS 200 Mill Avenue South ED SPECIAL PERMIT* CITY ZIP TE)PORARY PERMIT* Renton, Washington 98055 2 CONDITIONAL USE PERMIT* TELEPHONE SITE PLAN APPROVAL (206) 235-2631 Q SPECIAL PERMIT FOR GRADE AND FILL No. of Cubic Yards: CONTACT PERSON Q VARIANCE* . From Section: NAME * Justification Required Robert E. Bergstrom, P.E., Engineering Super. ADDRESS SUBDIVISIONS: 200 Mill Avenue South Q SHORT PLAT CITY ZIP 0 TENTATIVE PLAT Renton, Washington 98055 Q PRELIMINARY PLAT TELEPHONE Q FINAL PLAT U WAIVER (Justification Required) OWNER NO. OF LOTS: NAME PLAT NAME: SAME I ADDRESS ' PLANNED UNIT DEVELOPMENT: Q PRELIMINARY CITY ZIP 0 FINAL P.U.D. NAME: TELEPHONE EResidential Q ,Industrial 0 Commercial Q Mixed LOCATION MOBILE HOME PARKS: PROPERTY ADDRESS TENTATIVE EXISTING USE PRESENT ZONING PRELIMINARY Vacant R-1 FINAL PROPOSED USE PARK NAME: New public use reservoir. NUMBER OF SPACES: r El ENVIRONMENTAL REVIEW COMMITTEE SQ. FT. ACRESAREA: TOTAL FEES CITY OF RENTON STAFF' USE ONLY -- ADMINISTRATIVE PROCESSING DATE " ; II APPLICATION RECEIVED BY: FEB17 �O v APPLICATION DETERMINED TO BE: 0-4 i L Q Accepted F'` BUILDING/ZONING DEPT.; Incomplete Notification Sent On By: (Initials)S DATE ROUTED ADDITIONAL MATERIAL RECEIVED BY: . 12-0. APPLICATION DETERMINED TO BE: QAccepted ED Incomplete Notification Sent On By: (Initials) ROUTED TO: - ' 07 Building EZt_Design Eng. 2Fire cg Parks I/2� Police ® Policy Dev. Traffic Eng. ® Utilities REVISED 1-31-84—� Legal description of property (if more space is required, attach a separate sheet). See Attachments AFFIDAVIT • I, Robert E. Bergstrom , being• duly sworn, declare that I am authorized representative to act for the property owner,Qowner of the property involved in this application and that the foregoing statements and answers herein contained and the information herewith submitted are in all respects true and correct to the best of my knowledge and belief. SUBSCRIBED AND SWORN TO BEFORE ME THIS 1741\ DAY OF 19 NOTARY PUBLIC IN AND FOR THE STATE OF WASHINGTON, RESIDING •AT jr3L r f/ -e--<-</W9 (Name of ary Public) (Signature of Own CITY OF RENTON, Dept. of Public Works 2-Do1Y1d( ..s', ' ieuk4ort (A 200 Mill Avenue South (Address) 98 0 (Address) Renton, Washington 9805.5 \•- ' (City) (State)" (206) 235-2631 (Telephone) • J 4 Acceptance of this application and required filing fee does not constitute a cortipl`e'te application. Plans and other materials required to constitute a complete application are listed in the "Application Procedure." Foam #174 CITY GF RENTON — RECEIVED APR o G 9988 @UILDIIyGizoNING DEFT. JUSTIFICATION FOR REZONING The proposed South. Talbot Hill Reservoir is a new water storage tank for the City water system. The City Water Comprehensive Plan is attached, outlining the new reservoir. The consulting firm, CH2M Hill , prepared two design reports. The first design report reviewed the initial design problems for two sites along Carr Road. The second design report detailed the project design and the system operations. These technical reports summarize the design, needs, and process in development of the proposed project. 7 r CITY OF RENTON, WASHINGTON ORDINANCE NO. 4069 AN ORDINANCE OF THE CITY OF RENTON, WASHINGTON, AUTHORIZING THE ACQUISITION OF CERTAIN PROPERTY AND PROPERTY RIGHTS BY EMINENT DOMAIN PROVIDING FOR THE PAYMENT THEREOF; AUTHORIZING THE CITY ATTORNEY TO PREPARE A PETITION FOR CONDEMNATION IN THE SUPERIOR COURT IN AND FOR THE COUNTY OF RING AND FOR THE PROSECUTION THEREOF FOR THE ACQUISITION OF SUCH PROPERTY AND PROPERTY RIGHTS FOR ACQUISITION OF A RESERVOIR SITE. THE CITY COUNCIL OF THE CITY OF RENTON, WASHINGTON, DO ORDAIN AS FOLLOWS: SECTION I: The City Council finds acquisition of the following described property and property rights is necessary and for a public purpose and use, i .e. acquisition for a reservoir site, the properties to be acquired being described on attachment "A" which is incorporated herein as if fully set forth. The City of Renton is authorized by laws and statutes of the State of Washington to appropriate lands and property rights, through the exercise of its rights of eminent domain within its corporate limits necessary for the above-stated purpose. SECTION II : The City Attorney is hereby authorized and directed to commence condemnation proceedings against the owners and all other parties in interest in the above described lands and improvements , if any, as provided by law; to prepare the necessary petition for condemnation; and commence and prosecute such action in the Superior Court in and for the County of Ring against all the owners and interested parties in the hereinabove 1 ORDINANCE NO. 4069 described property, and to acquire the aforedescribed property and property rights for the City of Renton. Such proceedings shall be to determine the just compensation for the appropriation of such property and property rights by the City of Renton. SECTION III: Compensation for the acquisition of said property and property rights shall be made from the Waterworks Utility Fund, a portion of which funds have been segregated for this acquisition. SECTION IV: Nothing in this Ordinance shall be construed as a waiver by the City of Renton of its right to decline to take and pay for said property and property rights after the amount of Just Compensation has been ascertained , and within the time allowed by law. SECTION V: This Ordinance shall be effective upon its passage, approval and five days after its publication. PASSED BY THE CITY COUNCIL this 1st day of June, 1987 . Maxine E. Motor, City Clerk APPROVED BY THE MAYOR this 1st day of June, 1987 . c_.-7 , 6/71 ' Thomas W. rim, Mayor Pro tem Appro d as to form: r� Lawrence J. Warr City Attorney Date of Publication: June 5, 1987 CITY: 35: 5/6/87:nd 2 . r• ORDINANCE NO. 4069 Attachment "A" All that certain real property situate in the County of King, State of Washington, being a portion of the west half of the northwest quarter of Section 32 , Township 23 North, Range 5 East , Willamette Meridian , and being more particularly described as follows : BEGINNING at the southeasterly corner of the north 200 feet of the east half of the southwest quarter of the northwest quarter of said Section 32 ; thence from said POINT OF BEGINNIING, along the southerly line of said north 200 feet S88°08' 33"W 287.91 feet; thence leaving said southerly line . from a tangent that bears N05°22 '07"E along the arc of a curve to the right having a radius of 225 . 00 feet and a central angle of 22°37 ' 53" , an arc length of 88 . 87 feet ; thence tangent to the preceding curve N28 °00 ' 00"E 152 . 70 feet ; thence tangent to the preceding course along the arc of a curve to the left having a radius of 325.00 feet and a central angle of 15°53 ' 43" , an arc length of 90. 16 feet ; thence non-tangent to the preceding curve N88 °08 ' 33 "E 167 . 05 feet to a point on the easterly line of the west half of the northwest quarter of said Section 32 ; thence along last said easterly line S01 ° 20 ' 56"W 300. 00 feet to the POINT OF BEGINNING. TOGETHER WITH an easement for ingress , egress and utilities in favor of the Purchaser over, under and across a £ •oot wide strip of land extending from the premises to Carr Road . The exact location and legal description of the easement shall be mutually agreed between the parties prior to the closing of this transaction. ' - '"ITY OF RENTON R I I _ APR 0 61988 - ; _.._:_. BUILDING/ZONING DEPT. • 0 . T I 3 I 3 I . I t vYy ... .y Qo • T` x309.of • � i \� -A./5' CONSTgfJOJ7O CE I ' 1 \ ‘� \ 3ia'. , , !/l-MATfN EXISTIA/b- .`.i RagDGRa"F AY \ \` c ` \ 7A'DpUBLE "/t=/5' FLOW ecurROL. \ Sw/NG.GAT� yEyyO �� '^ srRuerus .,c\ \,\ '��-- �'\ \ SEE/1_ �� �ns- A SEE,UOrE 4 -. _ . �. �' �yg,' •. � . '- P�jP• '1 :. ` � �.` 'jCEAzTE EC 94/.O^�• \� I)� ` / ` \ r a g*,TR;/u$arT' ..'CATE w4cPAr '-: � 1 \ !� Ir u Joao 3 P•F'r/N'WALL �L l Ik �'�/o © tea. �� , EBOO 1 _ fl 1 F epO ...`'3�,A/9f70 \ L ^� •� ® ��... I \-_-ROCK WALL 1 'fir-....- \.. 1� � !V 0 �• ®\ \` ,.�ITYP),SEE! v 1 /3,et, S)LT FENCE .. . zo'wlDEs aceEss 1 lJ .\ o {UGC) G �‘, �� 7 1-- SEE 8 HQrE 4.. _ _. -- ROAD. SEE \ .315.Ob ")9B0_ 20+0•. -.. O .3�'3...�-� .•' ' 1 ©} I ��� c ` \ /03\ = lama C 1 .,..;•,.... ..„/ . ., •• •••_.. 1. .,______:•.3.0..__ _ _ / 1 ..,..7 ' 4 ' . .._- otEsERVO/R. ' • - _---1-.- 4 ÷ . 3.,'s'n:IR - ___ .o 3CG1N WAS , , , ,,•, .� ', i o0-� - ! ` \ O ```3i STA 9*84 Ills _ ..Z 1, •f/ ....�N. - �1"" _ �`- A:.• s-RE;NF0RCED CONCRETE ChIBJNALL. u. ,^® 1' Fd. - _- ____._ . . -3Z!5�)b�° SEC TABLE 7 AND WEST WALL pRC� 1F. l ... _ _-_ - - . NO3 litici, --..._. • -'ro_ -_�__ _ -_. \ .,-ENO WALL STA 2!}(Q9•ZG own _ WALL STIR /21-74.80 SF'F rAe l-F 1 \ • _ __ - _ - .� GRAVEL SURF.4sk3G,SFF. ' AND EAST l'_VA-L• 1 - C) Pfir0F/LE.,SH 3 \ �� CFI'ELEVATION N - - / '"t ` `' • _ . \ B/322.60 y'�, Ohl FENCE.'SEE ( a \ \\ ;Ili, �Js, ‘?: t 1O'f1JTUie '� ''3Z,/0'•� �— - •'gn, x 3© �. �\ LIMITS.OF CY,t=AIF//77��((G,GRUSSIWG,. / r' .- _ 5 `d/©'i-. ® STR// /A!G EXC'AVigTFQNT AND \,toaD RM' *11.__1f�w' J��`' . ._. � _ O • \ HYDROSEE /JG.SEE AARTES 24 3\ iTal 7 ''l ® x Z®' ® /-' F/ 3�". �y�o \ \ • \ TYP) / / , ')' 'J° n UNDIS`TURA,ED2 +vAruRAI, • �� G • \ •;K" VEGETATRT\YJ'2 \ \\ so -4 . ' -' , - o• N e. •se e / � 360— t ••• LqN 5CAer/ VG PLAN - E100 . - - _ - — � • I.-ZO' - --- -- -- -"- . . © REUSE OF DOCUMENTS JR.M/L/F! 7/11S DOCUMENT.AND THE IDEAS AND DESIGNS INCOR• BAR IS ONE INCH ON an MEM/�+ 1, R.K.L4TTA PORATED HEREIN.AS AN INSTRUMENT OF PROFESSIONAL MONK DRAWING. WI • NIL� SERVICE IS THE PROPERTY OF CH M NHL AND IS NOT TO BE 0�I- M:� USED,IN WHOLE OR IN PART.FOR ANY OTIis1 PROJECT F NOT ONE PIOI ON OUT WITHOUT THE WRITTEN AUTHORQATTON OF CHQFI HILL Ha 841£T.ADEET R NO DATE REVISION EY APID ONO SGIBA=1F MIi1C 1 / 0'; •••• • • • • 1 / UaJ ryti. ��r 'BUY •/_�/, /2 //'' - ^5 • • ti- I s' lr ti• �� J /1/; :..• • . ,• • ':‘\ Z /• „'',/ LL13 / •opz 4.741 • : • otitp 1;lp. 1. • , , • , x 8 r Maltp . • / .ate g@g3 ,8� ' 1 •a �0 0 • • • cP/ 07, k . ' [ . ' 4:17 , . • •,� ;, of o' a h11 e o ; t 1 h. • .� N o , • ' C ; kb _imam& , • f::41P:e41,11 / ,1914 -d ,101 .z •• • • aaiP.".'BN ,I6ZBZ •• it • ,.-.-: s South Talbot Hill Reservoir and Pipeline OF R4,,1, ‘), ECF: CF- O21- 8 4$ 0 Z City of Renton . `U: [A-04_ •O � P ENVIRONMENTAL CHECKLIST -T4TFD SEP1ti�e� Purpose of Checklist: The State Environmental Policy Act (SEPA), chapter 43.21C RCW, requires all governmental agencies to consider the environmental impacts of a proposal before making decisions. An environmental impact statement (EIS) must be prepared for allproposals with probable significant adverse impacts on the quality of the environment. The purpose of this checklist is to provide information to help you and the agency identify impacts from your proposal (and to reduce or avoid impacts from the proposal. if it can be done) and to help the agency decide whether an EIS is required. Instructions for Applicants: This environmental checklist asks you to describe some basic information about your proposal. Governmental agencies use this checklist to determine whether the environmental impacts of your proposal are significant, requiring preparation of an EIS. Answer the questions briefly. with the most precise information known, or give the best description you can. You must answer each question accurately and carefully. to the best of your knowledge. In most cases, you should be able to answer the questions from your own observations or project plans without the need to hire experts. If you really do not know the answer, or if a question does not apply to your proposal, write "do not know" or "does not apply." Complete answers to the questions now may avoid unnecessary delays later. Some questions ask about governmental regulations, such as zoning, shoreline, and landmark designations. Answer these questions if you can. If you have problems, the governmental agencies can assist you. The checklist questions apply to all parts of your proposal, even if you plan to do them over a period of time or on different parcels of land. Attach any additional information that will help describe your proposal or its environmental effects. The agency to which you submit this checklist may ask you to explain your answers or provide additional information reasonably related to determining if there may be significant adverse impacts. Use of Checklist for Nonproject Proposals: (Please Type or Print Legibly) Complete this checklist for nonproject proposals, even though questions may be answered "does not apply." IN ADDITION, complete the SUPPLEMENTAL SHEET FOR NONPROJECT ACTIONS (part D). For nonproject actions (actions involving decisions on policies. plans and programs), the references in the checklist to the words "project," "applicant." and "property or site" should be read as "proposal," "proposer." and "affected geographic area," respectively. A. BACKGROUND 1. Name of proposed project, if applicable: South Talbot Hill Reservoir and Pipeline Improvements. 2. Name of applicant: CITY OF RENTON Department df Public Works 3. Address and phone number of applicant and contact person: Robert E. Bergstrom, P.E. CITY OF RENTON, 200 Mill Ave. S., Renton, WA 98055 (206)235-2631 4. Date checklist prepared: February 16, 1988 5. Agency requesting checklist: City of Renton 6. Proposed timing or schedule (including phasing, if applicable): Off-site grading, pipeline work and landscaping: Construction - Summer 1988 Reservoir erection: Construction - Summer 1989 CITY OF RENTON RECrglIFD •EEB 171888 BUILDING/ZONING 1.7PT. , 7. Do you have any plans for future additions, expansions, or further activity related to or connected with this proposal? if yes, explain. Possibly. The site will be developed to allow future addition of a chlorination facility to allow for post-chlorination of the reservoir water to keep the CL2 residual at recommended levels. 8. List any environmental information you know about that has been prepared, or will be prepared, directly related to this proposal. None 9. Do you know whether applications are pending for governmental approvals of other proposals directly affecting the property covered by your proposal? If yes, explain. No. • 10. List any governmental approvals or permits that will be needed for your proposal, if known. City of Renton Building Permit City of Renton Conditional Use Permit 11. Give brief, complete description of your proposal, including the proposed uses and the size of the project and site. There are several questions later in this checklist that ask you to describe certain aspects of your proposal. You do not need to repeat those answers on this page. See Item #12. • 12. Location of the proposal. Give sufficient information for a person to understand the precise location of your proposed project, including a street address. if any, and section, township, and range if known. If a proposal would occur over a range of area, provide the range or boundaries of the site(s). Provide a legal description, site plan, vicinity map, and topography map, if reasonably available. While you should submit any plans required by the agency, you are not required to duplicate maps or detailed plans submitted with any permit applications related to this checklist. • The reservoir site is on Carr Road, east of Valley Medical Center. The reservoir will lie to the south of the present Covenant Church building. A new 16" watermain will be installed in Carr Road from Valley Medical Center to 103rd Pl. S.E., and up the reservoir access road, also known as 1®3 .rd Pl. S.E. B. ENVIRONMENTAL ELEMENTS 1. EARTH a. , General description of the site (circle one); flat, rolling, hilly, steep slopes, mountainous, other _ . b. What is the steepest slope on the site (approximate percent slope)? 25% c. What general types of soils are found on the site (for example, caly, sand, gravel, peat, muck)? If you know the classification of agricultural soils, specify them and note any prime farmland. Silty sands predominate. d. Are there surface indications or history of unstable soils in the immediate vicinity? If so, describe. The steep slope areas can be erosion prone, however no slides are evident. • - 2 - e. Describe the purpose. type. and approximate quantities of any filling or grading proposed. Indicate source of fill. The site will be re-graded to allow for construction of the new reservoir on a flat foundation. See Grading Plan. f. Could erosion occur as a result of clearing. construction. or use? If so. generally describe. No. The site is buffered by heavy timber and brush. g. About what percent of the site will be covered with impervious surfaces after project construction (for example. asphalt or buildings)? 15-25% h. Proposed measures to reduce or control erosion. or other impacts to the earth, if any: Temporary erosion control will be implemented during construction. 2. AIR a. What types of emissions to the air would result from the proposal (i.e., dust, automobile, odors. industrial wood smoke) during construction and when the project is completed? If any. generally describe and give approximate quantities if known. None b. Are there any off-site sources of emission? No c. Proposed measures to reduce or control emissions or other impacts to air. if any: N/A 3. WATER a. Surface: 1) Is there any surface water body on or in the immediate vicinity of the site (including year-round and seasonal streams, saltwater. lakes, ponds, wetlands)? If yes, describe type and provide names. If appropriate, state what stream or river it flows into. Panther Creek is a tributary to Springbrook/Green River System. 2) Will the project require any work over. in. or adjacent to (within 200 feet) the described waters? If yes, please describe and attach available plans. No 3) Estimate the amount of fill and dredge material that would be placed in or _ removed from surface water or wetlands and indicate the area of the site that would be affected. Indicate the source of fill material. None - 3 - 4) Will the proposal require surface water withdrawals or diversions? Give general description. purpose, and approximately quantities if known. No 5) Does thr proposal lie within a 100-year floodplain? If so, note location on the site alan. No 6) Does the proposal involve any discharges of waste materials to surface waters? If so, describe the type of waste and anticipated volume of discharge. No b. Grourk 1) Will ground water be withdrawn, or will water be discharged to ground water? Give general description, purpose. and appaoximately quantities if • known. No' 2) Descrne waste material that will be discharged into the ground from septic tanks or other sources, if any (for example: Domestic sewage; industrial, containing the following chemicals . . .; agricultural; etc.). Describe the general size of the system, the number of such systems, the number of houses to be served (if applicable). or the number of animals or humans the system(s) are expected to serve. None c. Water Runoff (including storm water): 1) Describe the source of runoff (including storm water) and method of collection and disposal, if any (include quantities. if known). Where will • this water flow? Will this water flow into other waters? If so, describe. The Carr Road and Talbot Hill area is drained by Panther Creek. The new reservoir site will use storm detention to keep storm runoff to pre- developed levels. The reservoir site drains via existing roadway culverts to Panther Creek. 2) Could waste materials enter ground or surface waters? If so. generally describe. No • • - 4 - d. Proposed measures to reduce or control surface. ground, and runoff water impacts. if any: The possible impacts are controlled by storm detention. 4. Plants a. Check or circle types of vegetation found on the site: AX deciduous tree: alder, maple. aspen, other • XIX evergreen tree: fir. cedar. pine, other 33X Shrubs XIX grass o crop or grain o Wet soil plants: cattail. buttercup, bullrush. skunk cabbage, other o water plants: water lily. eel grass, milfoil, other o other types of vegetation b. What kind and amount of vegetation will be removed or altered? Trees and vegetation in and along the sewer line route will be permanently removed. c. List threatened or endangered species known to be on or near the site. None d. Proposed landscaping. use of native plants, or other measures to preserve or enhance vegetation on the site, if any: Erosion and silt control will be used during construction along the alignments of the water pipe line route, and the reservoir site will be re-vegetated. 5. Animals • • a. Circle any birds and animals which have been observed on or near the site or are known to be on or near the site: Birds:. Hawk. heron, eagle. songbirds. other Mammals: deer. bear, elk, beaver. other small rodents and invertebrates Fish: bass. salmon. trout, herring, shellfish, other b. List any threatened or endangered species known to be on or near the site. None c. Is the site part of a migration route? If so, explain. No { - 5 - d. Proposed measures to preserve or enhance wildlife, if any: None 6. Energy and Natural Resources a. What kinds of energy (electric, natural gas. oil, wood stove, solar) will be used to meet the completed project's energy needs? Describe whether it will be used for heating, manufacturing, etc. The reservoir site has small electrical lighting and telemetry uses. b. Would your project affect the potential use of solar energy by adjacent properties? If so, generally describe. No c. What kinds of energy conservation features are included in the plans,of this proposal? List other proposed measures to reduce or control energy impacts, if any: None 7. Environmental Health a. Are there any environmental health hazards, including exposure to toxic chemicals, risk of fire and explosion, spill, or hazardous waste, that could occur as a result of this proposal? If so, describe. No 1) Describe special emergency services that might be required. None 2) Proposed measures to reduce or control environmental health hazards, if any: N/A b. Noise 1) What types of noise exist in the area which may affect your project (for example: traffic, equipment, operation, other)? None - 6 - 2) What types and levels of noise would be created by or associated with the project on a short-term or a long-term basis (for example: traffic. construction. operation, other)? Indicate what hours noise would come from the site. Short term noise will be generated by construction activity and power equipment. 3) Proposed measures to reduce or control noise impacts, if any: Construction work will be limited to the hours of 8:00 a.m. to 5:00 p.m. Monday through Friday. 8. Land and Shoreline Use a. What is the current use of the site and adjacent properties? The existing streets are all paved city roads, however, many do not have sidewalks. The area is primarily single family residential, with a commercial strip along Carr Road - Petrovisky Road and Benson Road corridor. • b. Has the site been used for agriculture? If so. describe. No. c. Describe any structures on the site. None d. Will any structures be demolished? If so, what? No • e. What is the current zoning classification of the site? R-1 f. What is the current comprehensive plan designation of the site? Residential and green belt. g: If applicable, what is the current shoreline master program designation of the site? N/A h. Has any part of the site been classified as an "environmentally sensitive" area? If so, specify. No i. Approximately how many people would reside or work in the completed project? None j. Approximately how many people would the completed project displace? None k. Proposed measures to avoid or reduce displacement impacts, if any: N/A - 7 - 1. Proposed measures to ensure the proposal is compatible with existing and projected land uses and plans, if any: The street improvements to serve the reservoir site are adequate for both residential streets and low volume arterial streets that may use the access road 9. Housing in the future. a. Approximately how many units would be provided. if any? Indicate whether high. middle, or low-income housing. None b. Approximately how many units, if any, would be eliminated? Indicate whether high, middle, or low-income housing. None c. Proposed measures to reduce or control housing impacts, if any: N/A 10. Aesthetics a. What is the tallest height of any proposed structure(s), not including antennas; what is the principal exterior building material(s) proposed. The reservoir will be 52 feet high. b. What views in the immediate vicinity would be altered or obstructed? None c. Proposed measures to reduce or control aesthetic impacts, if any: N/A 11. Light and Glare a. What type of light or glare will the proposal produce? What time of day would it mainly occur? The new reservoir site and access road will use spun aluminum street lighting with underground power supply. b. Could light or glare from the finished project be a safety hazard or interfere with views? No c. What existing off-site sources of light or glare may affect your proposal? None d. Proposed measures to reduce or control light and glare impacts, if any: N/A - 8 - 12. Recreation a. What designated and informal recreational opportunities are in the immediate vicinity? None b. Would the proposed project displace any existing recreational uses? If so. describe. No c. Proposed measures to reduce or control impacts on recreation, including recreation opportunities to be provided by the project or applicant. if any: None 13. Historic and Cultural Preservation a. Are there any places or objects listed on. or proposed for, national. state. or local preservation registers known to be on or next to the site? If so, generally describe. No b. Generally describe any landmarks or evidence of historic, archaeological. scientific. or cultural importance known to be on or next to the site. None c. Proposed measures to reduce or control impacts, if any: N/A 14. Transportation a. Identify public streets and highways serving the site, and describe proposed access to the existing street system. Show on site plans. if any. Carr Road Southeast lies to the north. b. Is site currently served by public transit? If not. what is the approximately distance to the nearest transit stop? No �h c. How many parking sOidee wourd4 the completed project have? How many would the project eliminate? None d. Will the proposal require any new roads or streets. or improvements to existing roads or streets, not including driveways? If so. generally describe (indicate whether public or private). The proposed improvements include street improvements on the reservoir access road. The street will be constructed to 36' wide curb to curb with a 5' wide side- walk on the east and west side. This road will extend south from Carr Road South to the south edge of the Covenant Church and City reservoir site. It will be constructed as a public street. - 9 - e. Will the project use (or occur in the immediate vicinity of) water, rail, or air transportation? If so, generally describe. None f. How many vehicular trips per day would be generated by the completed project? If known, indicate when peak volumes would occur. N/A g. Proposed measures to reduce or control transportation impacts, if.any: 15. Public Services a. Would the project result in an increased need for public services (for example: fire protection, police protection, health care, schools, other)? If so, generally describe. No b. Proposed measures to reduce or control direct impacts on public services, if any. This improvement project will reduce overall public service demands. 16. Utilities a. Circle utilities currently available at the site: electricity, natural gas, water, refuse service, telephone, sanitary sewer, septic system, other. All public services are available. • b. Describe the utilities that are proposed for the project, the utility providing the service, and the general construction activities on the site or in the immediate vicinity which might be needed. A new 16" watermain in Carr Road will be constructed to connect the City reservoir. Smaller storm drains and utilities will be constructed in the reservoir access road. C. SIGNATURE I. the undersigned, state that to the best of my knowledge the above information is true and complete. It is understood that the lead agency may withdraw any declaration of non-significance that it might issue in reliance upon this checklist should there be any willful misrepresentation or willful lack of full disclosure on my part. 3/L Proponent: ' Name Printed: Robert E. Bergstro , P.E. Engineering Supervisor CITY OF RENTON, Department of Public Works - 10 - f, f1 A 2149N ENVIRONMENTAL CHECKLIST REVIEW SHEET REVIEWING DEPARTMENT: DATE CIRCULATED: 5/2/RR COMMENTS DUE: 5/16/88 EFC - 021 - RR APPLICATION NO(S). : R_n21-RR; SA 021-88 PROPONENT: City of Renton - Public Works (Robert Bergstrom) PROJECT TITLE: Snuth Taihot Hill Reservoir BRIEF DESCRIPTION OF PROJECT:Application to rezone prop-rty from R-1 to P-1 .Ri to obtain sit _ aDnroval for anew public J reservoir. Property is vacant; it is hilly & so will euulr'e yrading. Reservoir will be .approximately 55teet high, &-approx. 100 tt in diameter. Prnjpct includec' a 16 " water. main_ Property totals approx. 87000 sq ft. LOCATION: Sita ;c on Carr Road, east of Valaley Medical Center. South of the present Covenant Church Building which is near S 43rd Street. Panther Creek is nearby. SITE. AREA: approx 2 acres BUILDING AREA (gross): 100 ft is diameter IMPACT REVIEW ON ENVIRONMENTAL ELEMENTS PROBABLE' PROBABLE MORE MINOR MAJOR INFORMATION IMPACT IMPACT NECESSARY . 1) Earth 2) Air 3) Water 4) Plants 5) Animals 6) Energy and Natural Resources 7) Environmental Health 8) Land and Shoreline Use • 9) Housing 10) Aesthetics 11) Light and Glare 12) Recreation 13). Historic and Cultural Preservation ' 14) Transportation 15) Public Services 16) Utilities COMMENTS: We have reviewed this application with particular attention to those areas we have expertise in and have identified areas of probable impact or areas where additional information is needed to properly assess this proposal. Signature of Director or Authorized Representative Date Form A s r RENT(. . BUILDING & ZONING DEPA MENT DEVELOPMENT APPLICATION REVIEW SHEET ECF - 021 - 88 APPLICATION NO(S) : R-021-88 , SA-021-88 PROPONENT: CITY OF RENTON, PUBLIC WORKS DEPT. PROJECT TITLE : SOUTH TALBOT HILL RESERVOIR BRIEF DESCRIPTION OF PROJECT: APPLICATION TO REZONE PROPERTY FROM R-1 -TO P-1 & TO OBTAIN SITE PLAN APPROVAL FOR A NEW PUBLIC RESERVOIR. PROPERTY IS VACANT: IT IS HILLY& SO WILL REQUIRE GRADING. RESERVOIR WILL BE APPROX. 55 FT. HIGH & APPROX. 100 FT. IN DIAMETER. PROJECT INCLUDES A 16" WATER MAIN. PROPERTY TOTAL LOCATION : SITE IS ON CARR ROAD. EAST OF VALLEY MEDICAL CENTER. SOUTH APPROX. 87 , 000 SI OF THE PRESENT COVENANT CHURCH_ BUILDING WHICH IS NEAR S. 43rd ST. PANTER CREEK IS NEARBY. TO: . El PUBLIC WORKS DEPARTMENT SCHEDULED ERC DATE : OENGINEERING DIVISION OTRAFFIC ENG. DIVISION SCHEDULED HEARING DATE : UTILITIES ENG . DIVISION 0 FIRE PREVENTION BUREAU OPARKS & RECREATION DEPARTMENT OBUILDING & ZONING DEPARTMENT OPOLICE DEPARTMENT OPOLICY DEVELOPMENT DEPARTMENT OOTHERS : COMMENTS OR SUGGESTIONS REGARDING THIS APPLICATION SHOULD BE PROVIDED IN WRITING . PLEASE PROVIDE COMMENTS TO THE BUILDING & ZONING DEPARTMENT BY 5: 00 P.M. ON MAY 16, 1988 REVIEWING DEPARTMENT/DIVISION : OAPPROVED APPROVED WITH CONDITIONS ONOT APPROVED DATE: ' SIGNATURE OF DIRECTOR OR AUTHORIZED REPRESENTATIVE REVISION. 5/1982