HomeMy WebLinkAboutWTR2702013 W-2013 Paccar Kenworth Truck Plant 1
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CITY OF RENTON
j MEMORANDUM
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DATE: June N, 1989 t
TO: Ken Nyberg, Direftor of community Derolopment
FROM: Lynn Out n uh11c Works Director
SUBJECT: B.I,S. Rerlew fe nrerth Track Plut(PACCAR)
Pleaee find attached the E.I.S. Review comments from the Department of Public Works
for the Kenworth Truck Plant 1PACCAR) Proposed project. ! t
PAC-E 1S/LAG:PL:If
Attachments
ce: Don Monaghan
Chuck Price
Guy Norris
Ron Olsen
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REPARTMENT OF PUBLIC WORK
KENWORTO TRUCK PLANT IPAC'CARI E.I.S. REVIEW
A. TRANSPORTATION ISSUE: PAGE NO.
I. general Cammenl Page 96
As much at feasible, PACCAR and Boeing should integrate their TMP's to
maximixe the use.
Flow will the Kenworth TMP recognize the neighborhood protection provisions %t
of Renton's Resolution 27087
2. Granhpc FaliBed•C.i. Ujr►ffre I.tgltilte Page y9
This graphic does not Present an accurate picture of existing traffic conditions.
Should be reviewed and updated.
1. Bullet 4 Page 105
Was this analysis made prior to the traffic revision at North ith A Jardent
If so, art volumes on Park Ave. at North )rd still balanced?
/. Pat►aranh ! Page 112
Comment stales background assumptions are provided b5 the City.
What assumptions am to he provided?
5. Oraohic Ent111ad'Tmat Kenwnnh
pM Peak Hour Tnffi ' Page Its
Analysis should also include AM analysis. Traffic section _hould evaluate AM
conditions as thare exists critical congestion in specific corridors during the AM
period.
6. Truck Circulation page 124
Can truck traffic be eliminated during the PM peak period?
7. 511111111 02 Significant Impact IAccidem•1 Page 128
Stated potential accident impacts were not Quantifiable. What are the average
accident rates and how do the aro& accident statistics compare with national
statistics, loo high? Increasing volumes will yield increased accidents based on
prevailing accident statistics.
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9. General Comment
To insure consistency with Boeing 1'15, the impact of proposed future traffic
{4 ` should be evaluated with the existing arterial network rather than all
!. potentialnetworks or a Presumed selected alternative,
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Kenwo(th l ruck Plant(PACCAR) EJ,S. Review
Page Two
V. RUILWNy c_vuem Page Ito
The roadway system should be evaluated to determine if Ilouser Way N. we„-
opened between N. Ith St, and N. glh St., would it improve the overall Io.vl of
service to the City's transportation network,
ID. Pedestrian Acce Page I:v
Pedestrian access to the plant should he improved to encourage nuns t,nn,rt
ridership.
B. STDRhI bRsINA -6 Is.: tgc 1'AS;!_h'(1,
SYILaSa Water Movemem rty� tit n
f.aisting Conditigro �� Page li
Water Quality Testing of Ltdas LJM, and jgbnz Croak
A
The time that the tests were laken is critical when testing for met i and
organics. If they were taken when there was no rainfall, you would expect the
to ounls of substances found ro be less than that of samples liken during rainfall.
In addition, the time during the storm event at which the sampling look place
would change the quantities as a majority of the substances would be washed
down in the initial styes of the storms.
Was there any sediment testing on either John's Creak or the Ceder River?
Sediment testing would be another measure of water quality.
Emoting ondl lien Page )S
Existing CondlUona
Water samples of sunc,e water flowina off site (Ilan Crowser).
The time during the storm at which the testing of flows occurred can slier the
results drastically as a majority M pollutants are washed down in the initial
stages of the norms. The study reported the result,as a compsiq%on to typical
urban runoff, but what are the actual substances found and what were the
quantities?
1. lIYgQCIL,A�1Cfll1lpp
Significam Impacts Palo 15
Statement that percentage of Precipitation that runs off will increase 10•3otM,
becaum of increased pavement and that the impacts would not he considered
significant and will likely have a beneficial effect an surface water quality.
While the increase in quantities will tend to dilute the contaminants in the water, _
the she is currently under limited use and, as such, is under little eapsssure, to
these substances. The addition of pavement areas with vehicular traffic will
increase the heavy metals and organics in the runoff and would not bave a
beneficial effect on surface water quality. he increase of runoff would aim
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ave a significant impact on the eri.ting City norm drainage system capacity t.
Problems(this will be discussed lit the utilities Section).
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Ken%oith Truck Plant (PACCAR) I:..IS. Review
Page three
J. Runoff/Absomtion
Possible Mitigating Measures Page 36 s
Water Quality
Biofiltration of on-site flows should be incorporated in order to address water
quality of runoff from on-site asphalt surfaces.
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5. Run-off/Ab•+rotlon Miliestl+n Measures Page 36
Oil/water separation should be provided upstream of the retention ponds with a
now velocity of 2fps or less through the separator. Also, the ponds should be ,y
vegetated to assist in biofiltration. Specific mitigation of soil eroelon from the
ponds should be determined.
6. Release or Potential Releases t+ the Pnrronment
Significant Impacts Page 63
Surface Water
Creates potential for releases to surface water during construction. Quality of
storm water migrating off-site will improve after plant is constructed.
Temporary Erosion end Sedimentation Control measures will be utilised to
control erosion of soil and discharge. See Comment Numbers 4 and 3 for ' :er
Quality.
PUBLIC SERVICES/UTILITIES
7. Water/Sturm Water
Significant Impacts Page 13e
Storm Water Drainage Plan and Detention
She three chamber baffled oil/water Separator installed will help control oil
spills, but in order to mitigate water quality. the storm drainage plan needs to
incorporate the use of bloflltration for on-site drainage. This will help mitigate
the heavy metals and oil which get into the system.
The North Renton Interim Drainage Report identified the need for improvements
to the City lines down Garden Av. N.. N. I th and N. 6th SIMON. Under existing
conditions, these Imes are severely under capacity and need to be upsixed to
prevent flooding of the area. A portion of the line running down Garden Av. N.
has already been installed by porvions developers in the area (a 72"concrete
storm drain). PACCAR should contribute to these lines to mitigate the affects of
the project on Renton's drainage network.
7 a, Possible Mj3jggNne Meaure7 Page 136
Storm Water
Proposed replacement of existing line with 36" line. the DEIS states since
relocation and reconstruction are for sole purpose of accommodating City off-site
drainage for which no easement currently exists, the proponent should receive
appropriate credit for this relocated facility.
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Kenworth Truck Plant(PACCAR) E.I.S. Review
Page Pour
As this drainage originally ran in a natural drainage course and was most likely
enclosed in pipes by Previous development of the site, any relocation cost should
be borne by the developer.
9. Disuusal of Vehicle Wash Water Page 20 r -
Expand on what is an appropriate manner for disposal of vehicle wash wider.
10. Bvmss Storm Dro' e e S t m an 1 Page On
The bypau storm drainage system should be designed to carry a 100 yr. 24 hr
Storm. The City will also require as a minimum a IS foot easement over the
bypass storm drainage system.
C. WATER Itcu PR•
CASE No,
I. Puhlic Water ¢un�l'es
Significant ImDDCIt Page 14
Metals detected in surface flows from site to Johns Creek.
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Refer to Comment Numbers 2, 7, and 4, Section B.
2. Ground Water I't _ Metal
Page 41
Could the E.LS. address how the sampling results compare to the proposed
drinking water standards.
3. Significant Imoar� Thm Cannot Be M'C - t Page 46
PACCAR speaks to continuing to monitor groundwater on its site only. 1 would
like to have PACCAR prepare a Water Quality Management Plan defining what
their on-going monitoring efforts will be after plant construction is completed.
Also, some considerations should he given to monitoring some of their oft-site
monitoring wells to assure no migration of contaminants toward the City wells.
PUBLIC SERVICES/UTILITIES
4. Sign IGgaoj,l ..cti Page 131
The City is in the Process of implementing its Comprehensive Plan by creating a
Nigh Water Pressure Zone in the industrial area around the PACCAR site.
(Attached herewith is the Agenda Item, Issue Paper and sketch showing this
Proposed industrial Nigh Pressure Zone) The impact on PACCAR is that the
water maim around the site will have a pressure of 125 PSI, rather then 70 PSI,
as shown in their proposed water plan. This change should relieve PACCAR
from having to build a pumping station to achieve their desired 100 PSI pressure
in their fire protection system. The City intends to replace the 45-year-old 12"
Steel watermain on Houser as part of this Proposed industrial high water pressure
change.
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Kenworth Truck Plant(PACCAR) E.I.S. Review
Page Five
Fire flow analyses have been performed on the proposed new pressure system =;
with the following results:
1) Al N 4th St and Ho user Way -
6,075 GPM (Gallons Per Minute))@ 20 PSI(Pounds per Square inch)
Residual Pressure @ a maximum velocity of IlFt/Ser. (Feet per Second).
2) Al N 8th St and Garden Ave N -
6,266 GPM @ 20 PSI Residual Pressure @ a velocity of g Ft./Sec.
�s
The system as tested needs no other water mains installed to achieve the above
quantities of water, thus requiring no other off-site improvements except a 12"
water main in N. 4th St, from Houser Way to Garden Avenue N., which would
supplement the substandard 6"and 8" mains(in an industrial area)on the
southern side of their plant.
PACCAR desires to have a private fire system for their plant. This desire is in
conflict with City policy over the put ten years in which the City has achieved s
caster distribution system reliability and the Proper maintenance of fire hydrants
in commercial and industrial properties by requiring the watermains and hydrants
to be conveyed to the City for maintenance. Ordinance u7541 titled Hydrant
Ordinance states in part in Section 11, Fire Hydrants Required(a copy of this
ordinance is attached) "All fire hydrants shall be served by Municinal or Quasi-
Municipal Water Systems, or as otherwise approved by the Fire Marshall.
It should also be noted that the building in the southwest corner of the PACCAR '
plant probably needs to have a looped main around it per the"Fire Hydrant
Ordinance",
The Ordinance Section VI Smcial Reoutrements. Subsection(8)states:
B. When the required fire flow is over 2,500 g.p.m., the fire hydrants shall t
be served by a main which loops around the building or complex of
buildings and reconnects back into a distribution supply main.
It is the City's desire to improve the reliability of water service to the proposed
PACCAR hydrant system by intertying it to the off-site existing City system.
These intetties also improve the reliability of the distribution system to other
industrial users on the same high pressure zone. Per Resolution 02164, (a copy
of which is attached) in which the City Council sets guidelines for utility {.
development, they state in Section *I:
C. It is realizrl and acknowledged by the City Council that the selected
route or routes may not necessarily be the shortest or most inexpensive
route for the installation of such utilities, but will beat serve the City
over an extended period of time,
PACCAR deems it necessary to have a secondary water storage facility on site
for back-up fire suppression protection, The City has no problems with this
desire, but if it is connected to the City water supply. it will have to be
maintained to Washington State Dept, of
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Kenworth Truck Plant(PACCAR) E.I,S. Review
Page Six
Social and Health Services Drinking Water Standards. -
PACCAR desires to supply its plant with a single domestic meter, rather than a
series of meters, This is in direct conflict with Ordinance 02849. 3-13-74, as
described in part in City Code Book 3-204 amended: Titled 'Connection to
Water Main',Section(B):
(B) A separate service connection with the City water mein must be installed
by every residence and commercial building supplied with City water in
front of which there is a main, and the buildings so supplied will not be
allowed to supply water to other buildings,except temporarily where
there are no mains located in the streets. (A copy of this section of the
Code Book is attached.)
In conclusion, it is hoped upon review of the attached information and efforts on
the City`s part to provide the best and most reliable water system to-or
customers as is possible, that PACCAR revise its design criteria for it.. proposed
Kenworth Plant water system to what the City perceives as a mor• reliable
system.
S. Pilina through the Aug laid Page 41
The effects of piling through the aquitsrd should be further evaluated. Auger
cast pile may rate the sgtntard around the exterior of the pile.
o. Impact to Water O eat lity Page 46 > .e
EIS should address impacts tg water quality from the proposed development.
7. Water/Fire Distribution System page I33
The private ownership of the on-site water/fire distribution system is not
acceptable. The design team should work with City staff designing a system
acceptable to both the City and PACCAR.
D. SOILS ISSIIPai; PACE NO,
I. Possible Mitiagtino Measures
Off-Site Mitigation of So I by Erosion Page 19
Control of Soil Migration and Erosion
Filter fence,ditches, and temporary sedimentation control pond should he
included as methods to decrease soil migration in addition to those already listed. -1
These will need to be incorporated on a Temporary Erosion and Sedimentation
Control Plan conforming to City Standards.
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Kenworth Truck Plant (PACCAR) L.I.S. Review o
Page Seven
2. Sienificent Impact Page 19
Site remediation of soils needs to be acceptable to the City of Renton.
3. Waste Soils Page 19
In absence of an approved plan for handling of waste soils the City will require
final approval on this issue,
4. CQUIlEtict on Traff*gand Cuniam&nantIgiV Page 19
The expectations for separation between construction traffic and contaminated
soils does not appear to be realistic. Thus needs to be expanded further.
5. Off-site Mitiaatlon of Spit 171o•im Page 19
This issue does not adequately deal with the extensive utility excavations that will
take place on site.
j 6. Excavation Related Impact Page 24
Although the goal is to minimise excavation r this project, excavation will be a ;.
major element of work. Specifics of dust containment and the design and
construction criteria should therefore be expanded.
E. NOO Icc�LI : PACE NO.
I. jmmg£Lnf Comtr MUW NQ= Page 52
The impacts from construction noise can be mitigated and reduced with a little
planning. Provisions should be made to identify these efforts.
Noise Eva1111d11111 Page 53
Noise evaluation of the testing facility should be included in the evaluation of
the plant operation noise.
3. Noise Impacts on Re%'dent I Areas Page 55
The project should mitigate the noise impacts to the tesidences on N. 4th St,
south and west of the projecr, The specifics of the noise barrier fence ss
proposed can be reviewed in the design phase of the project,
4. Noise Mittaation Page 55
If actual noise impacts exceed anticipated and allowable as they relate to
residential areas, they should be mitigated. - -
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Renworth Truck Plant (PACCAR)KIL Review
Page Eight
5. Noise - Truck Sound s.v2l Tell pAellity Page 55
The impacts of the noise from the truck sound level lest facility should not just
be ignored. A mitigation plan to reduce, as much as possible, the impact of the
noise from this facility should be Prepared. The plan should exclude night time
testing if acceptable noise levels to the east cannot be obtained.
6. ConstFujiun a d bent' l N s Page 58
A detailed and specific noise abatement plan for bath construction and operation
should be adopted and implemented for this project.
F'. REVIEW/PENk11T PR snEec I�cn FC, VAGE NO.
I. Environmcrosl end Publ'c Health 1 Page 11
Impacts of existing condition and redevelopment process need 10 be reviewed
and approved.
2. Mittaetion,�Meno, ee. Pete 46
The City should have review and approval authority on additional mitigation
measures proposed by the RI/RS study for well field protection.
G. SAMW!UOREI.INg nor rc M PAGK NO,
I. ft"""'X'11MULIMMimucid Page 6
2.2 acre site at Noithwesl corner of 61h and Garden to he redeveloped for -- -
1 industrial uses integral with the project.
'I 2. Cnntructian Page 29
j Construction section should be revised in accordance with revisions per previous
commentx.
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CITY OF RENTON
NEN0RAN0UM
DATE: June 13, 1989 ,
TO: Lynn A. Gutlmann, public Works Director
FROM: Gary A. NorrisV11raffic Engineer
SUBJECT: losing EIS and PACCAR EIS
On Tuesday, June 6, Don Monaghan, Don Lrlckson, Carol Thompson from Metro and
myself met with Lloyd Skinner and representatives from Boeing to discuss the
preliminary draft environmental Impact statement for the Boeing expansion.
During that meeting, we decided that we wore unable to adequately address the
transportation Impacts for V , various network alternatives in North Renton as
a part er the EIS process, Therefore, we decided that the Boeing analysis -
will only evaluate the additional Impacts on the existing transportation
system without any consideration for the future network alternatives.
However. there will be a discussion about the I81 study and the future
Implications diving the process and using that mechanism as a mitigation for
the Impacts that will exist In the North Renton area.
Because of the similar nature of the studies, this same concept will be
applied to the PALLAR study, This approach Is different from what the
engineering consultants were originally told as the City's desire for the
development of these environmental impact statements. However, because of the
timely nature and lack of a City derision on the arterial System, we felt that
this was In the best Interest of all concerned.
If you have any questions, please let me know.
GAN:ad
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o.vtrolrnaro., Public Works/Utilities toe spew al 6/19/19
staff cantat.. Lynn UuUme[n/Ron Olson
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North Renluu wNler (tgMYle Wne Chalge ~110 Nartq^
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Refer to Milli"Committee ( semwasl
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CONCURRENCE
DATE
ItAME CITY OF RENTON !
sw 'rig
MEMORANDUM
UA7'F: June 13, lute
7R
llUllles committee
FRUM: p 1�_
Lynn lit aqt, Public Works Uiuclor
SURJkI'l: North Rantun Worst Ftnswn l.ona Cbmgs
STAFF VON1'ACI: Ron lNnn, Water Gglpeer
Conversion n M I walar piping network from a 70 PSI 2.one to a 123 PSI(320 IIF)
Ware,
Rwsta Znne In the North Renton ladultrlN Am%a 7-he advanlyp of this 123 PSI ('120 '
IIP) Illgh Freuure 'Lone a hoOm d fire pmtpeuun In the North Renton Industrial Atea,
71DL'AtiBSlU,dy;
In early 1070,consklerallun was given le aeabnl a sane of higher waur preuuw In the
NMrh Norton
PSI and was IJustrial tweed Ao he taller, tuphe%1#4
industries levpd by Seattle Water, l23r PSI to m
Is
O alch the pa rsu Ihot aepNeed bypll.
In I973, the plan was Itllttaletl by the comumvion Of a le' main and pressuu educing
sglion in N, 1111 Street. The Belot" 'hange Of pressure did not occur because sddillonst
supply was needed front the nosh •nd of the pleasure son,.
In the Iva1 t'OOp,ehenstve Wale, Plan, this 1l1 1`SI o, Illgh p,ewure lose
recumloended PtOJect end was Approved with the plan. was
In IOEE, with the construcllOn of Muino I.andins apartment compl,s, addltlonal capacity
u well u reliability wait Inhoduced into the piping n►twerk to allow the Passau wm
mnvedon,
151Llylit
If the N l ttmve:awn
in the North
Of pfasum from 70 PSI l0 123 PSI in ROOM of the water losing
Renton Industrial Area a Approved, it will require some of the cualome s to
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Illilllirr Committee
June 13, 1989
Palo Two '
add pressure euoucing valve+ ro their water systems to meet Building Crnl# Requirement',
which require pressure reducing valves above 90 PSI.
'this conversion is legal, the City dues not guarantee s sp cific water pressure In our
service agreements.
This proven la similar to several Other Prarsure son#chsoga the City has done in the past
Years. such as in the S, Tatbos trill area where the residents were tequired to Install
Pressure teducros to moot the new promotes in our system, Phis water pleasure change
will affect apploainlately 12 propotty owners.
the City will replan a 43-year-old 12'Steei main In trouser Way from N. eth to N. 3rd
St, with a IV Ductile Iron water main, because the conversion will metric, the capacity
transmtsslon line to the Windsor Ililts Pump Station. this project is to be funded from
the Sleet Main Nepinc,nnenl Fund nod In budaeled in the Mid-your Budget Adjustment
Request. 'rho cost of site prul#cl is estimated to be$130,000.
� AT1Qtli
It is recommended by the Public Works Department that the City proceed with this
pressure sour change in the North Renton Industrial Area, and that ootiftcallon of those I
01'"led proportion of thin Pleasure&one change plocomi It in alro recommended Thal the
ff0scement of the old 12'Steel main in Rouser Way with a In- Ductile Iron warennnin
be approved, through the mid-year wppkmenlal budget prceeu.
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CITY OF RENTON, WASHINGTON t
ORDINANCE NO. 3611
AN ORDINANCE OF THE CITY OF RENTON, WASHINGTON,
HEREINAFTER REFERRED TO AS THE "HYDRANT ORDINANCE"
REQUIRING FIRE IIYDRANTS, SETTING STANDARDS FOR
INSTALLATION, ESTABLISHING
R VIOLATION DEFINITIONS AND ESTABLISHING A PENALTY FO
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THE CITY COUNCIL OF THE CITY OF RF.NTON, WASHINGTON. DO
ORDAIN AS FOLLOWS:
DEFINITIONS.
SECTION I:/ or t e purposes of this Chapter, the following
words, terms, phrases, and their derivations shell have the meaning
given herein, unless the context otherwise indicates. When not in-
consistent with the context, words used in the present tense include
the future, words in the plural number include the singular number
and words in the singular number includethe plural number. The
word "shall" fe always mandatory. ,
A. "Approving authority" Is the Fire Chief of the
Renton Fire Department, or his apointee v
B. "Fire Departments" is the Renton Fire Department
C. "Water authority" is the Renton Department of
Utilities, or any other municipal or quasi-municipal
entity distributing water to fire hydrants within
the City of Renton.
D. "A.W.W.A." is the American Water Works Association.
I. "A.?-W.A." is the American Public Work Associations.
F. "O.L." is Underwriters' Laboratories, Inc.
G. "U.B.C" is the Uniform Building Code as adopted,
including amendments, by the City of Renton.
I1. "Public hydrant" is a fire hydrant situated and
maintained to Provide water for fire fighting
purpoans without restriction as to use for that
purpose. The location is such that it is
accessible for immediate use of the fire authority
at all time..
i
I• "Private hydrant" is a fire hydrant situated and
maintained to provide water for fire fighting
purposes with restrictions as to use. The location
may be such that it is not readily accessible for
immediate use by the fire authority for other than
certain private property.
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J. "Flush type hydrant' is ■ hydrant installed z
entirely below grade.
K. "Fire flow" is the measure of the sustained flow
of available water for fire fighting at a specific
building or within a specific area at 20 pounds
per square inch residual pressure.
L, "Fire Marshal" is the City of Renton Fire Marshal
or his appointee.
M• "Municipality or quasi-municipality is any county,
city town, water district, sewer district, public
utility district, or other governmental subdivision
or agency of the State of Washington.
SECTION II: FIRE HYDRANTS REQUIRED. All buildings cons-
tructed within the City of Renton shall be served by fire hydrants
installed in accordance with the reuuirements of this chapter. In
addition, presently existing fire hvdrants which do not conform with
the requirements and standards of this ordinance when replaced,
shall be replaced with hydrants which do conform to the standards and
requirements of this chapter. All fire hydrants shall be served_by
a municipal or quasi-municipal wafer system, or ae otherwise .pproved
by the Fire Marshal. All hydrants shall be subject to testing,
inspection and approval by the Fire Control Division.
SECTION III; PROHIBITED INSTALLATION. The installation of
flush type hydrants is prohibited unless approved by the Fire Marshal
and such approval shall be given only when permitted fire hydrants would
be dangerous or impractical. The showing of such danger or impractica-
bility shall be %Aic burden of the builder,
SECTION IV: BUILDINGS OPEN TO THE PUBLIC. Public buildings,
buildings available for public use, or buildings open to the public by
invitation or otherwise, including, but not limited to, schools, and
buildings classified under the U,B,C. within occupancy groups A, B, C
or D shall conform to the requirements and standards contained in this
chapter for buildings or structures in commercial, industrial, and
apartment use district zones,
SECTION Vt INSTALLATION REQUIREMENTS. The installation of all fire hydrants shall be in accordance with sound engineering practices
In addition, the following requirements shall apply to all building
construction projects:
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A. Two copies of detailed plans or drawings, accurately a
indicating the location of all valves and fire
hydrants to be installed shall be submitted to the
Fire Marshall prior to the commencement of any
construction.
a
B. All fire hydrants must be approved by the City of
Renton, Public Works Department as per the requirements
Of City Ordinance
C. All construction of the fire hydrant installation
and its attendant water system connection shall
conform to the design standards and specifications
of the City of Renton.
D. Fire hydrant installation shall be adequately protected
against vehicular damage In accordance with Section
3-243 of the Renton City Coda•
B. An auxiliary gets value shall be installed at the
main line tea to permit the repair and replacement
of the hydrant without disruption of water service,
F, All hydrants shall stand plumb, + or - 3°, to be
set to the finished grade with the bottom to
2" above ground or curb grade and have no less
than 36 inches in diameter of clear area about the
hydrant for the clearance of hydrant wrenches on
both outlets and on the control valve,
C. The port shall face the most likely route of
approach and location of the fire truck while
pum ing, distance from pumper port to street curb
#hall be no further than 12' (feet) , all an determined
by the Fire Marshal.
��• The lead from the service main to the hydrant
shall be no lees than six inches in diameter.
Any hydrant leads over 50 feat in length from water
main in hydrant shall be no felt
than eight inches
in uiameter.
I, All hydrants newly installed in single family
residential areas shall he supplied by not less than
six-inch mains, and shall be capable of delivering
1,000 9-P.m. fire flow over and above aver�gga maximum
demands at the farthest point of the installetion.
Hydrant leads up to 50 feat long may be six inches
in diameter.
J. All hydrants shall have at least five-inch minimum
valve opening. "0" ring stem seal, two 2 1/2 inch
national standard thread hose nozzles, one four
inch steamer nozzle with City of Seattle standard
threads. In addition, all hydrants shall meet A.W,W.A.
standard. for public hydrants and be Cory type.
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K. All pipe shall meet City of Renton standards per i Code Section 3-243
L. The maximum distance between lire hyydrants in single
family use district zones shall be 600 feet.
M. The maximum distance between fire hydrants in r
- - commercial, industrial, and appartment (includin
duplex) use district tones shell be 300 feet. g
N. Lateral spacing of fire hydrants shall be predicated
_on hydrants being located at street intersections.
0. The appropriate water authority and the Fire
Department shall be notified in writing of the data
the fire hydrant installation and its attendant water - -connection system will be available for use. '
P. The Fire Marshal shall be notified when all newly
installed hydrants or mains are placed in service.
Q. Where fire hydrants are not in service, they shall
he identified as being out of service by a method
approved by the Fire Marshal.
SECTION VI; SPECIAL REQUIREMENTS: The requirements of this
section apply to all building construction projects in which buildings
are located or are to be located such that any portion is more than
200 feat in vehicular travel from a street property line, except
detached single family dwellings:
A. Buildings having required fire flows of less than
2,500 g.p.m„ may have fire hydrants on one side
of the building only.
B. When the required fire flow is over 2,500 g,I .m
the fire hydrants shall be servmmepd by a main which
loops h or coand reconnectsback iinto ga diatribution supply main,
C. The number of . .re hydrants that shall be required
for the new construction or a defined risk, shall be
based on the amount of fire flow that is required to
protect said risk. The requirement shall be one
hydrant per 1,000 g,p,m, fire flow. These fire
hydrants shall be located no closer than 50 feet
from the structure an,! no greater than 330 feet.
All hvdrants are to be accessible to Fire Department
C pumpers over roads capable of supporting such fire '
l apparatus. The Fire Marshal shall determine the
location of the hvdrants based upon a determination
Of utilitv, topography and building or structure;
i minor deviations may be granted by Fire Department
approval of written requests.
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D• Where the existing fire flow
not be easily determined it shall be ui
is not known or can
the developer to compute the fiqre,ed
i Cngstandards and criteria set forth At Renton
t Or
dinance No. 3056.
HYDRANT
SECTION YII: ACCESSIBILITY
--�_•
be obstructed b y Hydrants shall not
Y an structure or vegetation, or have the hydrant
visibility impaired withit a distance of 150 feet vehicular alproach to the hydrant. in any direction of
SECTION VIII•
---��• DEAD END MAINS PROHIBITED be made wherever ap : Provisions shall
propriate s
in any project for looping all dead end
or temporarily dead end mains. A minimum 15 foot eanament shall be
required. Construction plena must be approved by the Public Works
Department as per this Ordinance and other applicable City Ordinances
prior to commencemont of construction.
SECTION IX•
—�_• The fire flow requirement Applied by the Fire
Marshal under the provisions criteria established In the of this chapter shall be based upon
Of
fur Determination of Required Fire
Flow" as published by the Insurance Services Office of Survev Services, the Municipal
160 Water Street, New York, New York 10036. The "Guide
for Determination of Required Fire Flow", together with the,standards
Of the American Water Works Assuciation all as amended, added to, or
excepted herein are adopted by the City of Renton. Three such collection shall be copies of each
filed in the City Clark's office and be
Available for use and examination by the public.
SECTION X: No building permit shall be issued until plans
required under this chapter have been submitted and approved in `
accordance with the provisions contained in this chapter. No construction
beyond the foundation shall be allowed until hydrants and mains in place, unless approved by are
the appropriate City authorib7, following
appropriate application and a finding that there is no :ife or safety
threats involved.
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SECTION XI: If any provision, section, or subsection of
this chapter or its application to any person or circumstance is held
invalid, the remainder of the provision, section or subsection of
t%is chapter and the remainder of this chapter, or the application
thereof to other persons or circumstances is not affected.
SECTION XII: A violation of any section or provision
of this chapter is a misdemeanor punishable by a fine of not less
than $500.00 for earn offense or ninety days in jail or both such fine
and such jail time. Each dry upon which a violation occurs or
continues constitutes a separate offense. .a
SECTION XIII: This Ordinance shall be effective upon ,
its passage and approval and 70 days after its publication.
PASSED BY THE CITY COUNCIL this 4th day of May ,198%.
Delores aid, 4y Clerk
APPROVED BY THE MAYOR thiie 4th day of May .1981.
—hard di—
Mayor Pro
Appr'ov�veda,.s�to form: to
Lawrence T WArTen, a•y� ornay
Date of Publication; May 8, 1981(Sumnary Form)
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CITY OF' RENTON, WASHINGTON '1
RESOLUTION No, �16d
• " � WHEREAS it is advisable to provide and establish definite
guidelines and standards concerning the installation of utility lines
within the City, and
WHEREAS the City does hereby set forth sc.ch appropriate
guidelines for the benefit of the various departments of the City
NOW ,HERErORE
BE IT RESOLVED BY THE CITY COUNCIL Or T'.1E CITY or RENTON,
WASHINCTON.LAS rOLLOWS:
SECTION I: The following standards and guidelines are
hereby astabli%heQ and shall be generally adhered to by the various
,
City departments in dealing with and considering the installation of
utility lines within the City,
A. All U' ilitiea within the City of Renton will be
extended in a manner in and along roc tes which comply
with tha comprehensive plans of the City of Renton.
R, Sf no such comprehensive plan exists, then the
utilities will be extended and installed in a manner
as to bast serve the citizens of the City of Renton
C• It is realied and acknowledged by the City Council
that the selected' route or routes MAY not necessarily be
Of such utilit shortest or, moat inexpensive route for the installation
Of Ise but will best serve the City over an _
extended period of time,
D. If the route as eatablished by this Resolution is
significantly more expensive than other a routes
_ study such routes potentil end if it is 1�
then the City will r
determined that said routes are for the
of the City) general benefit
abuttin An but significantly more expensive for the
g landowners or others sharing in the expense of
the installation of the utilitirs, the City may participatQ *"
in the payment o[ tho installation of such utilities ae -VZ
long as the system is within the City limits,
SECTION 7I: These standards and
guidelines 9hall be and '
remain in full force and effect until modified or amended b I �
Council, y the City
PASSED By THE CITY COUNCIL this 6th day of rebruary,1978.
De1u,�ek A:Aua<„ ity 1rr .
APPROVED BY THE MAYOR this 6th da of
Y r abruary,1978, •
APDr ad as tq.�(orm: ~,"..'u• ' L;;c.v.IV i Y.�
met• as a aurenti,1 money ",•
J
3 201
3-204
3-201: DEFINITION: The word "Utilities Engineer" whm'ever used in this
Chapter shad be held and construed to means the Utilities Engheer of
..Wester and any act In this Chapter required or authorized to be done by him, may be
done on his behalf by any aulhoAzxl employee of Ilia Water Department. (Ord. 1754;
I 4-28-69;and.Ord.2823, 1-21-74;E It. 1.30 741
3-202; APPLICATION: Any Amon desiring to have premises connected with I .p..
the water Supply system of the City shall make application therefor at
the off Ice of the Water Department.
Application therefor shall be made upon a printed form tarnished for Slat purpose,
which application shall contain a description of the premises wMre ouch were'supply
Is desired and shall fully slat,all of the purposes lot which the water is to be used,the
site of the service pipe and ilia number and kind of fixtures to be connected thereto
and shall be signed by tiro owner of ills promises to be served or by hit duly outhotited
agent.(Ord. 1754.4-28-59)
At"titres of filing such application the applicant shall pay to the Finance Director OF
the person appointed by him for the purpose of collecting water rates, the fee for
installation of water service heralnaltty provided. (Ord. 1754. 4 20 59; arrrd. Ord.2823,1-21-74;Ell. 1-3014) .. I
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3-203; CONTRACT OF INDIVIDUAL: The application provided for In the
preceding Section shell contain a contract on the part of the person
making the same to pay for the water applied for at the rate and In the manner
specified In such contract and shall reserve to the City the right to charge and collect
the rates and enforce Iles penalties pnwided, to change the rates at any time without
notice to the consumer and shall specify that said connect b Subject to all the
Provisions of this ChNster and of any laws of the City relating to the subject all the
Posted. and shall provide that the City shall not be Iwld resting t it for any damage er
water or oiler cause resulting from detective plumbing or appliances on ilia mamhes
by
Supplied with water, installed by the "rim or occupant of sold promises and shall
provWa that It, cam the supply of water dell he Inlmtuple I or fall by any reason,the
City stall not be held liable for damages for such Interruption or leilure,nor shall such
Interruptions or failures for any reasonable period of time he Mid 10 constitute a
breach of contract Fill the part of the City or In any way relieve the consumer from
Performing the obligations of nos contract. I
All contracts shall take effect from the day they are signed and tales shall be charged l
1 from the day the premlseS am connected with the City's water supply. (Ord. 1764,
4-28-59) I ti
3-204 as amended: CONNECTION TO WATER MAIN: .c
(A) Upon the presentation at the office of tire Utilities Englneor of the Dlrectm of
F Inalwe's receipt for the Installation lees, the Utilities Engineer shall cause the
Plemises described In the altPlicabon to be concocted with the Clly's water l
main by a service Pipes extending at tight angles ho F ilia main to the property I
Ilia amp including s storxock placed within the line of the street curb,which
connection Shall thereafter be maintained and kept wit in the exclusive control
of ilia City.
10) A separate service connection with IM City water mail must be Installed by r
every nnidence and commerFial building Supplied with City water In front of
which Ili„e is a 'Fain, nM the twildings so supplied will not be allowed to
774
3-204
3 -205
locate watch s other bullJlnps, except temporarily where there art no main,
other In the street,;provided,that when two(2)or more hovel,buildings or
"Nic pro occupied by "parole consumes or fuPplied from a single
"rvke cr.m action, "a owner shall Immediately. upon notice from the Water
Uelartrno"t, eeperate each cullornor's line and apply for and connect
bdiblishey to rtmtare at the property line; II "paste erv{rn ore not
established within a reasonable lima, not more Than Uxty n s JWa filer such
Initial notice,the Department rsnmo"the right to shut rely the wales and refuse
sh
further nrvk* to ell such consumer,. Such joint ervlI t may, Ir and it, se
Continued ri ng option of the Department, providing, one (1) owner has
without
in writing to assume and be responsible for and pay the total water bill
without any deductions for vac be
or other rMaons. Computation of the
lutal bill will tinbased on mulNPlying the quantity In each cet,llicetlon of the
rota schedule by it's 'lumber of Contumen hooked up to one 111 meter,The
the numhar
minimum It
charge "hall be the ragcllar minimum charge multiplied by
of Consumers solved, (Ord.2849.5.13.74)
(C) Connection of Water Main. In the event that a water main is not wallsbla '
os horetnaboee tat forth, but a customer Is able to obtain service by extending
such lire, by means of en eaemenl or Similar right, across adjacent or
rroinhlro+inN Properly Io a Irolnl whore such mel'l Is Iceelorl, limn the Public
cu
Works Uile:lor may sign a "Temporary Service Agrooment" with such
tomer allowing service until such time as a main is&*Ieble In front of such
property. At Rich lime the customer shall than be required to connect to such
main in front of his property and Pay the than applicable Ins lMnlor. (Ord.
3058,8 8-75)
3 205 as amended: PRIVATE PIPE REQUIREMENTS:
IA) All Pipe to be used for Connection to the City Water System shall be now pipe, -
aithat paHanited Iron, cast Iron or comer tubing. The Utilities Engineer may,
et hi,disrmotion, Innmit the Use III iron-metallic Pipe what*sill
caue a dotol htiallun of nMallic pipe, Conditions may
18) Water supply time other than metered service connections shot[be not loss than
six Inch 18")diameter pipe. Pipes of smaller size may be used when the Utilities
Engineer deformities than maximum fire rating Is maintained or the Ibe In
gUeelion cannot be extended.
ICI If It Ia$Imo"determined find it movie M to the best fastens"of the City and
the general 40deIOCAI lY r M Mered b thereby to Install a Urger all@ main than
one than "ceded or considered by the subdivider, e owre or developers
to be
abutting uuon the ou"ni.alley or ee"menl in which such a main Isplaced, then tie City may. at its diwilition, require the imeltatiun of
such a o, In sited main in which cam the City shall pay the Incrued
dilleenrn in cot[ between lie
lager mein. Ineellat[on cost of the similar main and of the
(U) All posing%hail be laid not le"Ilion two Ml six inches(3011)b*low the urface
III it's ground, except that In Ungraded street, the Pipe shell be lad three feet
130")below the established street grode.
1158;781;782,77i;878
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CITY Or RENTON
w I Memorandum
Date: November IS, 1989
t
TO: Dick Anderson
a zee- Chuck Price
(' Ron Olson r
Olen Gordon
Gary Go,don
ynn Coleman, Dept of Ecology
FROM: Jerry ,er
SUBJE Keewu.ut Site RI/FS Mewing
Lynn Coleman, from the Department of Ecology, and I would like to most with you
again to discus the Remedial Investigation/Feasibility Study for the cleanup of the
PACCAR site. The meeting is scheduled for 2:00 pm on Wednesday, November Nth, in
the fifth floor conference room. The agenda for the meeting is as follows:
i
I. Lynn Coleman would like comments from staff regarding the information in the
RI/FS. Last time we provided general commata; this time we need to be
specific.
.. Discussion about the Remedial Action Plan, Ecology is lead agency on the -
cleanup. This means we can offer comments and recommendations and make
clear what we hope will be accomplished in the cleanup, but it will be up to
Ecology to implement the action plan, Are we comfortable with this
arrangement siwn what is at risk in the aquifer and adjacent surface water^
). The Schedule for getting to the Consent Decree, Lynn will describe their
timeline for beginning cleanup and construction, morning things go as expected..
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CITY OF RENTON
MEMORANDUM
DATF: June IJ, 1919
f0: Paul Lumbers, Acting Nolen Engineer
FROM: Ron Olsen, Water Engineer
SUBJECT. PACCAR E.I.S.
The following are Water Engineering comments on the PACCAR Draft Fnvironmental
Impact Statement. These Comments will address both ground water and plant supply
iatues.
1. Page dl. GrYYtld Water o alll Al 1 1
Could the E.LS. addros h
oases standards, ill the sampling results COmPafe to the proposed drinking
2. Pege e6. SIgIQJCLLLI�ggCjgspgLCaeesl Be Mldaated
PACCAR speaks to continuing tp monitor groundwater on its site only, 1 would
like to have PACCAR prepare a Water Quality Management Plan defining whm
their on-going monitoring efforts will be after plant construction is completed,
Also, some Considerations should be given to monitoring some of their off-lite
monitoring wells to estate no migration of contaminants toward the City wells.
PUBLIC SERVICES/UTILITIES
5. Page 131. sl�lgpl[IGgEIiAg"IL
The City is in the process of implementing its Comprehensive Plan by creating a
Iligh Water Pressure 'Lone in the industrial area around the PACCAR site.
(Attached herewith is the Agenda Item, issue Paper and sketch showing this
proposed industrial Iligh Pressure Zone) The impact on PACCAR is that the water
maim sround the site will have a pressure of 125 PSI, rather than 70 PSI, es shown
in their proposed wider plan. I his change should relieve PACCAR from having to
build a pumping nation to achieve their desired 100 PSI pressure in their fire
Protection system. The City intends to replace the /5-year-old 12-Steel watermain
on Nouser as Part of this proposed industrial high water pressure change,
Fire now analyses have been performed on the proposed new pressure system with
the following results:
l) At-N. ath StL still IJuusel Wav -
6,0'5 GPM (Gallons Per Minule))0 20 PSI(Pounds per Square Inch)
Retuluat Pressure CR a me- tin velocity of IFI/Sea, (Feet par Second).
2) Al N- a1h�3-gsdrn Ave
6,266 GPM CrP 20 PSI Residual Pressure a velocity of 1 Ft./Sec,
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Paul Lambert
June 13, 1989
Page Two
The system as tested needs no other water mains Installed to achieve the above quantities of water, thus requiring no other off-site Improvements except a 12" motor main in N. Jth
St. from Houpr Way to Gordon Avenue N., which would supplement tho substandard n'
and a" male(in an industrial area)on the southern side of their plant.
PACCAR desires to have a private fire system for their plant. This desire is in conflict
with City policy over the past ten yeah in which the City hu achieved water distribution
system reliability and the proper maintenance of fire hydrants In commercial and
industrial properties by requiring the watormalm and hydrants to be conveyed to the City
for maintenance. Ordinance *1541 filled Ilydrom Ordinance states in part In Section 11,
Eke Hvdnnta RertukMd(a copy of this ordinance Is attached) 'All fire hydrants shall be
served by Municipal or Quati-Municipal Water Systems,or u otherwise approved by the
Fire Morahall.
It should also be noted that the building in the southwest corer of the PACCAR plant
probably needs to have a looped main around it por the"Flro Hydrant Ordinance'.
The Ordinance Section VI SmiaLE&Illi[6ma61L Subsection fill states:
R. When the required fire flow is over 2.500 g.p.m., the fire hydrants shall be
served by a main which loops around the building or complex of buildings
and mconnecte back into a distribution supply main,
It It the City's desire to improve the reliability of water service to the proposed PACCAR
hydrant system by fortifying it to the off-oim existing City system. Theta interlles also
improve the reliability of the distribution system to other industrial users on the same
high pressure mile, Per Resolution 02164, (a copy of which is asachedl in which tht
City Council fait guidelines for utility development, they stale In Section •1.
C. It is realized sod acknowledged by the City Council that the selected mutt or
routes may not necessarily be the shortest or most inexpe,sive roux for the
Installation of such raillties, but will best serve the City over an extended
period of time.
PACCAR deems it necessary to hove a secondary water storage facility on site for lack-
' up fire suppression protection. 'fhe City has no problems with this dealt*, but If It is
connected to the City water supply, it will have to be maintained to Washington State
Dept. of Social and Ilealih Services Drinking Water Standards.
PACCAR desires to supply is plant with a single domestic metal, rather than a series of
meters, This it in direct conflict with Ordinance r2319, 5 I S-TI, at described in part In
City Code Rook 5-20e amended: Titled 'Connection to Water Main',Section III):
(9) A separate service connection with the City motor main must be installed by
every residence and commercial building supplied with City water in front of
which there Is a mein, end the buildings to supplied will not ho allowed to
supply water to other buildings, except temporarily where there are no mains
located in the thesis. (A copy of this section of the lode gook Is attached.)
In conclusion, it is hoped upon review of the attached information and efrors on the
City's pill to provide the Mal and most reliable water system to our customers as is
pesibte, that PACCAR revise is design criwrio rot is proposed Konworth Plant water
system to what the City perceived to a more reliable system.
PAC-RiS/RI.O:If
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CITY OF RENTON
MEMORANDUM
DATE: October It, 1989
TOi Larry Sprinter, Planning Manager
FROM: Dick Anderson, Utility Systems Manager /�? �, ,n,�.i(sye�•y,
SVBJE('T; PACCAR DEIS ComaseaY
1 have the following comments on the latest version of the preliminary DEIS
I Surface Witter ,,..e x1 r eran"
It should be included that the ponds will be designed using a wet pond design
method to correctly address the water quality issue.
2. JULEKLYAML bLA1hle Mltieatiae Mea110& wgf U
The wet ponds designed for water quality improvements should be inOudod n a
mitigating measure,
Rehimet or Potential Releases to List virppmeot. o•ae 7
Sections referred so a"old section numb@" and need to be changed.
I. date c olv ayst ere la' atLr eh
t Because of the large water demand for the PACCAR facilitir- it is necessary that
an extensive system of major water mains be consiruvwd, 'his system will have
major impacts on the surrounding water mppls and rise sari,rnssion facilities.
which have not been designed to accommodate both the existing developmenn and
the ptoPosed PACCAR facility. To provide overall system balance and reliability
for the general welfare and bensf;t of the larger community. it Is appropriate and
ne"ssary that the water supply mains serving the PACCAR area be a now—
through system, integral with and Part of the public system. If this segment is not
added to the public supply system then additional mains, constructed at rate-Payer
expense, will be required to serve the general eroa.
Waterc,eely System ere lb@- eaweraub
'The only issue unresolved is the ownership and maintenance of the on-Site (I"
Imp' This Is not an Ww. The only matter to be resolved ats the terms and
conditions that will be covered in the easements granted to the City for the water
mains ireve"ing the PACCAR site. The proponent has indicated they have
ownership of the water systems serving is other plants throughout the world. It
would be interesting to discuss the water supply provisions and conditions that
prevail with these other jumilwtiom.
-J
Larry Springer
October 18, 1999
Page Two
6. Storm Water. pave 166. panaranh 1:
Is this paragraph a correct statement of the storm drainage system s.rosaing the
site?
7. Srorm Wiser. Bane 166. paranraphs 5 and 6:
Thera has been no evaluation or design information prov;ded to support this
statement. The design information which was supplied to us separate from the
DEIS did not provide the background data necessary to completely evaluate the
validity of this statement.
8. How was it determined that; 'Site-generated surface runoff and now to the
proposed line will be reduced by as much as 54%over the existing conditions'?
Appendix 1 I contains a letter opinion without any analysis to substantiate the
statement(see above comment).
9. Storm Water. pate 169, paraanth 1:
No analysis to verify the statement that off-site drainage flows will not be
increased. What are the current and projected drainage Vows from the site? What
are the assumptiom regarding infiltration?
10. Storm Water. nave 169, paragraph 6:
'Development of the site will have a beneficial affect on drainage to the proposed
Garden Avenue North drain line. No further mitigation is required.' This is a
subjective statement since it is not supported by a quantitative analysis. What is
the effect of the drainage system on the downstream storm drain facilities? (See
comment on No. 12)
H. Storm Water. pate 168_ last panarapk
._ the proponent should receive appropriate credit for this relocated facility.'
The existing line has been in place for many years and if it is a public facility,
then a prescriptive right likely has been established. The relocation is for
PACCAR's benefit and should not be done at public expense. The natural
relocation alignment would be the vacated Houser way ,ight-of-way, which was
vacated to PACCAR at no cost.
12, Storm Water. oagg_j69,
The North Renton Interim Drainage Report identified the need for improvements
to the City storm lines down Garden Ave. N. and N. dth St. Under existing
conditions, these lines are severely under caracity and need to be upsized to
prevent flooding of the area. When development of the site occurs, there will be a
foss of existing storage due to grading _ad i illing of the site. If it cannot be
shown through engineering analysis that the project will not adversely affect the
downstream drainage system or the other valley properties and that the detention
will operate as designed, then PACCAR should contribute to the 72"storm lice
running down Gates,., Ave. N. A portion of this line his already been installed
by previous developers in the area(860 feet of 72' concrete storm drain).
13. Sewer.pane 171. par trash 2: .-
Sewer flows are estimated to be 35,000,000 gallons/year. The water use was
estimated at 45,000,000 gallons/year. Is the difference directed to the storm drain
system and how does this impact design?
PS-PACRIWA.n DC.a
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JI "'RTMKNT OF PUBLIC WORKS
KENWORTH TRUCK PLANT(PACCARI R.1 c, RFV1gW
A. TRANSPORTATION ISSUEI PAGE-di),
I, Q211SOl Comment Page % 4
As much as feasible. PACCAR and Bc:ing should integrate their TMP's to
maximize the use.
How will the Kraworth TMP recognize the neighborhood protection prov iuns -
of Renton's Resolution 27011?
2, t'ra hie Entitled"Exiatinn Traffic Features, Page 99
This graphic does not present an accurate picture of existing traffic conditions.
Should be reviewed and updated.
). Bullet 4 Page 105
Was this analysis made prior to the traffic revision at North 4th A Garden?
If so,are volumes on Park Ave. at North )rd still balanced?
4. Peraaranh 4 Page 112
Comment states background assumptions are provided by the City.
What assumptions an to be provided?
5, Graphic};�titled'Total Kenworth „e 114
PM Peak 11our Traffic'
Analysis should also include AM analysis. Traffic section should evalu^te AM
conditions as there exists critical congestion in specific corridors during the AM
period.
6. Truck Cimutllian Page 124
Can truck traffic be eliminated during the PM peak period?
7. Item M2.SianjCi ant Imoact(Accidental Page 128
Stated potential accident impacts were not quantifiable. What are the average
accident rams and how do the area accident statistics compare with national
statistics. Too high? Increasing volumes will yield increased accidents based on
prevailing accident statistics.
a. Gene al Comment
To insure consistency with Boeing EIS, the impact of proposed future traffic
should be evaluated with the existing arterial network rather than all Potential
networks or a presumed selected alternative.
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Kenworth Truck Plant (PACCAR) E.I.S. Review
Page l'wo
9, Roadway S� Page 110
The roadway system should be evaluated to determine if Houser Way N. were
opened between N. <th St. and N glh St.. would it improve the overall level of
service to the City's transportation network.
10. P destri�an Acca3s Page 123 ,r
Pedestrian access to the plant should be improved to encourage mass transit
ridership.
B. STORM DRAINAGE ISSUES PAGE NO,
1. Surface Water MovcmenUDMilitity/Quality Page 33
Existing Conditions
Water Quality Testing of Cedar River, and Jobcs Creek
The time that the tests were taken is critical when testing for metals and
organics. If they were taken when them was no rainfall, you would expect the
amounts of substances found to be less then that of samples taken during rainfall,
In addition, the time during the storm event at which the sampling took piece
would change the quantities as a majority of the substances would be washed
down in the initial stages of the storms. i`
Was there any sediment testing on either John's Creek or the Cedar River?
Sediment testing would be another measure of water quality.
2. Runoff/Absarolion Page 15 -
Existing Conditions
Water samples of surface water flowing off site(Hart Crowser).
The time during the storm at which the testing of flows occurred can alter the
results drutically as a majority of pollutants are washed down in the initial
stages of the storms. The study reported the results as a comparison to typical
urban runoff, but what are the actual substances found and what were the
quantities?
3. Runoff/Absorption Page 35
Significant Impacts
Statement that percentage of precipitation that rum off will increase 20-30%
because of increased pavement and that the impacts would not be considered
significant and will likely have a beneficial effect on surface water quality.
While the increase in quantities will tend to dilute the contaminants in the water,
the site is currently under limited use and, as such, is under little exposure to
these substances. The addition of pavement areas with vehicular Irsf(ic will
increase the heavy metals and organics in the runoff and would not have a
beneficial effect on surface water quality. The increase of runoff would also
have a significant impact on the existing City storm drainage system capacity
problems(this will be discussed in the Utilities Section).
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Kenworlh Truck Plant(PACCAR) E.I.S. Review
Page Three
4. Runoff/Absorption
Possible Mitigating Measures Page 36
Water Quality
Biofiltration of on-site flows should be incorporated in order to address Water
Quality of runoff from on-site asphalt surfaces.
5 Run-off/Absorption Mitigation Measures Page 36
Oil/Water separation should be provided upstream of the retention ponds with a
flow velocity of 2(ps or less through the separator. Also, the ponds should be
vegetated to assist in biofiltration. Specific mitigation of soil erosion from tlm
ponds should be determined.
6. Release or Potential Releases to the Environment
Significant Impacts Page 63
Surface Water
Creates potential for releases to surface water during construction. Quality of
storm water migrating off-site will improve after plant is constructeu.
Temporary Erosion and Sedimentation Control measures will be ulilised it,
control erosion of soil and discharge. See Comment Numbers 4 and 5 for Water
Quality.
PUBLIC SERVICES/UTILITIES
7 Water/Storm Water
Significant Impacts Page 134
Storm Water Drainage Plan and Detention
The three chamber baffled oil/water separator installed Will help control oil
spills, but it,order to mitigate water quality, the storm drainage plan needs to
incorporate the use of biofiltration for on-site drainage. This will help mitigate
the heavy metals and oil which get into the system.
The North Renton Interim Drainage Report identified the need for improvements
to the City lines down Garden Av. N., N. gth and N. bth StreeW Under existing
conditions, these lines are severely under capacity and need to be upsited to
prevent flooding of the area. A portion of the line running down Garden Av. N.
has already been installed by previous developers in the area la 72"concrete
storm drain). PACCAR should contribute to these lines to mitigate the effeca of
the project on Renton's drainage network.
g. Possible Mittsetins Measures Page 136
Sturm Water
Proposed replacement of existing line with W line. The DEIS states since
relocation and reconstruction are for sole purpose of accommodating City off-site
drainage for which no easement currently exists, the proponent should receive
appropriate credit for this relocated facility.
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Kenworth Truck Plant (PACCAR) E.I.S. Review
Page Pour
As this drainage originally ran in a natural drainage course and was most likely
enclosed in pipes by previous development of the site, any relocation cost should
be borne by the developer.
9. Disposal of Vehicle We,,Ih W= Page 20
Expend on what is an appropriate manner for disposal of vehicle wash water.
10. Bvpass Smrm O K ■ e cva.m end Lumm Page 136
The bypass storm drainage system should be designed to carry a 100 yr, 24 hr
storm, The City will also require as a minimum a IS foot easement over the
bypass storm drainage system.
C. WATERASSC 1P. PAGE NO, +
1. Public Wate c.p lies Page 44
Significant Impacts
Metals detected in surface flows from site to Johns Creek.
Refer to Comment Numbers 2, 3, and 4, Section B.
2. Ground Water Ouslity - Metals, page 41
Could the E.I.S. address how the sampling results compete to the prasosed
drinking water standards.
3. Significant Impacts That Cannot Be bidiUMd Page 46
PACCAR speaks to continuing to monitor groundwater on its site only. I would
like to have PACCAR prepare a Water Quality Management Plan defining what
their on-going monitoring efforts will be after plant construction is completed.
Also, some considerations should be given to monitoring some of their off-site
monitoring wells to assure no migration of contaminants toward the City wells.
PUBLIC SERVICES/UTILITIES
4. Significant imparts Page 131
The City is in the process of implementing its Comprehensive Plan by creating a
High Water Pressure Zone in the industrial area around the PACCAR site.
(Attached herewith is the Agenda Item, Issue Paper end sketch showing this
proposed industrial High Pressure Zone) The impact on PACCAR is that the
water mains around the site will have a pressure of 125 PSI, rather than 70 PSI, ;
as shown in their proposed water plan. This change should relieve PACCAR
from having to build a pumping station to achieve their desired 100 PSI pressure t
in their fire protection system, The City intends to replace the 45-year-old 12'
Steel watermain on Houser as part of this proposed industrial high water pressure
change.
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Kenworth Truck Plant(PACCAR) E.I,S. Review _
Page Five
Fire now analyses have been performed on the proposed new pressure system
with the following results:
1) At N.4th St. and Ifoaer Way -
6,075 GPM (Gallons Per Minute))@ 20 PSI (Pounds per Square Inch)
Residual Pressure @ a maximum velocity of 8Ft/Sec. (Feel per Second).
2) At N. 8th St. and Garden Ave, N. -
6,266 GPM @ 20 PSI Residual Pressure @ a velocity of 8 Ft./Sec.
The system as tested needs no other water mains installed to achieve the above
quantities of water, thus requiring no other off-site improvements except a 12'
water main in N. 4th St. from Houser Way to Garden Avenue N., which would
supplement the substandard 6'and 8' mains(in an industrial area)on the - r
southern side of their plant.
PACCAR desires to have a private fire system for their plant. This desire is in
conflict with City policy over the put ten years in which the City has achieved
water distribution system reliability and the proper maintenance of fire hydrants
in commercial and industrial properties by requiring the watermains and hydrants
to be conveyed to the City for maintenance. Ordinance rr5541 titled Hydrant
Ordinance states in part in Section It, Fire Hydrants Reouired (a copy of this
ordinance is attached) 'All fire hydrants shell be served by Municipal or Quasi-
Municipal Water Systems,or as otherwise approved by the Fire Marshall.
It should also be noted that the building in the southwest corner of the PACCAR
plant probably needs to have a looped main around it per the*Fire Hydrant
Ordinance'.
The Ordinance Section VI Soectal Renuirements- Subsection(B)armies:
B. When the required fire flow is over 2.500 eq g.p.m., the tiro hydrants shell
be served by a main which loops around the building or complex of
buildings and reconnects back into a distribution supply main. ....
It is the City's desire to improve the reliability of water service to the proposed -
PACCAR hydrant system by interlying it to the off-site existing City system,
These mterties also improve the reliability of the distribution system to other
industrial users on the same high pressure zone. Per Resolution 02164.(a copy
of which is attacked) in which the City Council sets guidelines for utility
development, they state in Section 01:
C. It is realized and acknowledged by the City Council that the selected
route or routes may not necessarily be the shortest or most inexpensive
route for the installation of such utilities, but will best serve the City
over an extended period of time.
PACCAR deems it necessary to have a secondary water storage facility on site
for back-up fire suppression protection. The City has no problems with this
desire, but if it is connected to the City water supply. it will have le be r
maintained to Washington State Dept. of
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Kenworth Truck Plant(PACCAR) E.I.S. Review
Page Six
e
Social and Health Services Drinking Water Standards.
PACCAR desires to supply its plant with a single domestic meter, rather than ■ s
series of meters. This is in direct conflict with Ordinance *28e9, 5-0-7e, u
described in put in City Code Book 3-204 amended: Titled'Connection to
Water Main-, Section(By
(B) A separate service connection with the City water mein must be installed
by every residence and commercial building supplied with City water in
front of which there is a main, and the buildings so supplied will not be
allowed to supply water to other buildings,except temporarily where
there are no mains locat," in the streets. (A copy of this section of the
Code Book is attached.)
In conclusion, it is hoped upon review of the attached information and efforts on
the City's put to provide the best and most reliable water system to our
customers as is possible, that PACCAR revise its design criteria for its proposed
Kenworth Plant water system to what the City perceives as a more reliable s
system.
3. Pilina throueh_the Anuitard Page el
The effects of piling through the aqultud should be further evaluated. Auger
cut pits may tare the a9uitsrd around the exterior of the pile.
b. impact to.W'ater Ouality Page e6
EIS should address impacts to water qudily from the proposed development.
i
7. Water/Fire Distribution System Page 133
The private ownership of the on-site Water/fire distribution system is not
acceptable. The design team should work with City staff designing a system
acceptable to both the City and PACCAR.
D. SOILS ICS IEa PACE NO.
I. Possible Mittaatina Measures
Off-Site Mitigation of Soil by Erosion Page 19
Control of Soil Migration and Erosion
a
Filter fence, ditches, and temporary sedimentation control pond should be
included as methods to decrease soil migration in addition to those already listed.
These will need to be incorporated on a Temporary Erwion and Sedimentation
Control Plan conforming to City Standards.
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Kenworth Truck Plant(PACCAR) E.LS. Review
Page Seven
2, SiaMUM11t Impact Page 19
Site remediatton of spilt needs to be acceptable to the City of Renton.
1_ 1YlSIg�� Page 19
In absence of an approved plan for handling of waste will the City will require
final approval on this issue.
i. Construction Traffic d o t i ant c it Page 19
The expectations for separation between construction traffic and contaminated
will does not appear to be realistic. Thus needs to be expanded further. ,r
5. Off-site Mitigation of 9od F do Page 19
i
This issue does not adequately deal with the extensive utility excavations that will
take place on site.
b. Excavation Related Impact Page 24
Although the goal it to minimise excavation for this project, excavation will be e
major element of work. Specifics of dust containment and the design and
construction criteria should therefore be expanded.
E. NOIRE ISSUE& PACR NO.
I. Impact of CWUUMGJLQLkJQjU Pap 52
The impacts from cnnstructiun noise can be mitigated and reduced with a little
planning. Provisions should be made to identify these effort,
2. Noise Evaleatinn Pap 55
Noise evaluation of the testing facility should be included in the evaluation of
the plant operation noise.
5. U'U'"MUMALKIIIIAMALAM Page 55
The Project should mitigate the noise impacts to the residences on N. 11h St.
youth and west of the project. The specifics of the noise Lanier fence as
proposed can be reviewed in the design phase of the project.
4 Noise Mitiva= Page 55
If actual noise impacts exceed anticipated and allowable as they relate to .
residential areas, they should be mitigated.
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Kenworth Truck Plant (PACCAR) EIS. Review
Page Fight
S. NQjlUL- Truck Sound Level Text Facility Page SS
The impacts of the noise from the truck sound level tell facility should not just l
be ignored. A mitigation plan to reduce,as much u pouible, the impact of the
noise from this facility should be prepared. The plan should exclude night time
tatting if acceptable noise levels to the east cannot be obtained.
I 6. C--action and 0oers0on Nose Page 36 -
A detailed and specific noise abatement plan for both construction and operation
1 should he adopted and implemented for this project.
F. REVIEW/PERMIT PROCESS I Q M, PACE NO.
I. Environmental and Public Health Issues Page I I
Impacts Of existing conditions and redevelopment process need to be reviewed
and approved.
2. Mitigation Measures Page 46
i
The City should have review and approval authority on additional mitigation
measures proposed by the RI/RS study for well field protection.
C. SANO/apOREt INE ICE ICRtt a pA(;K NO,
1, proposed Protect Imorovem nt Page 6
2.2 acre site at Northwest corner of 61h and Garden to be redeveloped for
industrial uses integral with the project.
2. Construction Page 29
Construction section should be revised in accordance with revisions twr previous
comments.
EIS-PACR/If/ckd
J
MEMORANDUM
Septemoer it. 1989
To; ROM Olsen and Chuck Price
BY: Dick Anderson
Rer PACCAR Draft EIS
We will be meeting with the PACCAR reoresentotives On Wednesday,
Sept. 13th to discuss the water wooly and storm drainage related
I
ssues. I need a lat Of help to Prepare for that meeting and the
time IS short, This needs to be a priority item.
' Watyr Lsues
.To prepare we need to clearly establish our 1-901 authorities. for
Instance. PACCAR disegrees with our position that all fire
protection/suDoresslon systems must be City owned. This will be
a big first issue, If We don't prevail on this issue, then we
WO get easements (won't be a need for theml. They have agreed
that We will get the quarterly well monitoring reports. The
Cleanup Program and wall IlmOnitoring will be dome through the Dept
Of Ecology process.
f term Dreinasa I a
PACCAR contend they will not be Contributing to the down stream
flows, because of the detention system, therefore, they should not
have to pay for up-slsing the pipe. Larry Indicated there will be
no credit given for the relocation Of the drain AID*. The credit
issue is rest lmpprtaMt to PACCAR, They Contend it is reasonable
to mitlgste Impacts but they Should not be re0uired to pay for the
Off-site upgrades. This will also be discussed in our Wednesdav
meeting.
Traf11l
Mel Wilson will coordinate all traffic Issues with PACCAR, We need
to keep him Informed oM our issues so that he has a total
perspeotivg,
RJA
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MEMORANDUM
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September 11. 1989
To; Ron Olsen and Chuck Price
By: Dick Anderson
Re: PACCAR Draft Sis �Q
We will be meeting with the PACCAR representatives on wedneaday,
Sept, filth to discuss the water supply and storm drainage related
issues. I need a lot of help to prepare for that meeting and the
time in short. This needs to be a priority item.
Water 2asuu
To proper* we need to clearly establish our legal authorities. For
instance, PACCAR disagreeswith our position that all tire
prot*cticn/suppr*ssion systems must be City owned. This will be
a big first issue. If we don't prevail on this issue, than we
won't get easements (won't be • need for them) . They have agreed
that we will get the Quarterly well monitoring reports, The
i cleanup program and well monitoring will be done through the Dept
of Ecology process.
I� Storm Drainage Ies .es
j PACCAR contend they will not be contributing to the down stream
f !lows, because of the detention system, therefore, they should not
1 have to pay for up-rising the pipe. Larry indicated there will be
no credit given for the relocation of the drain pipe. The credit
issue is real iamrtaa to PACCAR. They contend it is ram enable
to mitigate impact* but they should not be required to pay for the
o!!-Site upgrades. This will *ISO be discussed in our Wednesday
meeting.
TriLL"a
Mel Nilson will coordinate all traffic issues with FACCAR. We need
to keep him informed on our issues so that he has a total
perspective. ,
RJA
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Amends portions of Ordinance No.
3541
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1
CITY OF RENTON, NASHINGTON i
ORDINANCE NO. 4007
AN ORDINANCE OF THE CITY OF RENTON, WASHINGTON
AMENDING A PORTION OF CHAPTER 35 OF TITLE IV
(BUILDING REGULATIONS) OF ORDINANCE NO. 1628
ENTITLED "CODE OF GENERAL ORDINANCES OF THE CITY
OF RENTON,' FOR THE PURPOSE OF CLARIFICATION AND
REORGANIZATION OF FIRE HYDRANT ORDINANCE
THE CITY COUNCIL OF THE CITY OF RENTON, WASHINGTON, DO
ORDAIN AS F01LOWSt
SECTION It Existing Section 4-3502 of Title IV (Building
I Regulations) of Ordinance No. 1628 entitled "Cody` of General
Ordinances of the City of Renton" is hereby amended as followet
Section 4-3502, as amended: FIRE HYDRANTS REQUIRED.
All buildings constructed within the City of Renton shall he serveo
by fire hydrants installed in accordance with the requirements of
this chapter. In addition, presently existing fire hydrants which
� do not conform with the reyui.retnenta and otandards of this ordinance
i
when replaced, shall be replaced with hydrants which do conform ;
i
to the standards and requirements of this chapter. All fire hydrants
I
Ahall be served by a municipal or quasi-municipal water system, or
tea. I as otherwise approved by the Fire Marshal. All hydrants shall be
subject to testing, inspection and approval by the Fire Control
Division.
The number of tiro hydrants that shall be required for the
new construction or a defined risk, shall be based on the amount
j of fire flow that is required to protect said risk. The requirement
shall be one hydrant per 1,000 g.p.m. fire flow. These fire hydrants
shall be located no closer than 50 fact from the structure and no
greater than 300 feet. The primary ,.ydrant shall be not further than
I
ORDINANCE NO. 4C07
;
150 feet from the structure. All hydrants are to be accessible to
Fire Department pumpers over roads capable of supporting such
fire apparatus. The Fire Marshal shall have discretion to determine
s .
the location of the hydrants based upon a review of the location of
the existing utilities, toerography and the characteristics of the
building or structure; minor deviations may be granted by Fire
Department approval of written requests.
SECTION II: Existing Section 4-3504 of Title IV (Building
Regulations) of Ordinance No. 1628 entitled "Code of General Ordinances
of the City of Penton" is hereby deleted in its entirety.
" SECTION III: Existing subsection IN of Section 4-3506
Title IV (Building Regulations) of Ordinance No. 1628 entitled "Code
of General Ordinances of the City of Renton" is hereby deleted in
its entirety.
� SECTION 1\_ +ng Section 4-3510 of Title IV (Building
i
Regulations) of Ordinance No. 1628 entitled "Code of General
Ordinances of the City of Renton" is hereby amended as follows:
Section 4-3510, ae amended: BUILDING PERMITS: No building
permit shall be issued until plans required under this chapter have
been submitted and approved in accordance with the provisions '
contained in this chapter. No construction beyond the founda..on
t
shall be allowed until hydrants and mains are in place, unless
approved by the appropriate City authority, following appropriate
application and a finding that there is no life or safety threats
involved.
Where the existing fire flow in not known or cannot be easily
determined, it shall be required of the developer to compute the
available fire flow using standards and criteria not forth at Renton
i City Ordinance No. 3056.
I
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Jc..+rrrwwrr�ll--
ORDINANCE NO. 4007
SECTION Vt This Ordinance shall be effective upon its
passage and approval and thirty 1301 days after publication.
PASSED BY THE CITY COUNCIL this 14thday of Joly, 1986.
Max na F.. Motor, City C 1 er
APPROVED BY THE MAYOR this loth day of July, 1986.
aU .A� SA1.f1DOL'�
' Bar ara Y Sfi�npoc , Mayor
Approves n:, tc tuun:
n
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Lawrence J. W en, City Attorney
Date of Publications July 18, 1986
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1
City of Renton
Planning Division
MEETING NOTICE/CONFIRMA'1lON
I
Date: April 19, 1999
To: Lynn Gutimann �JIJ f�1'sN,l
Don Monoghan
Chuck Price v J,7I/J�IJ'
Ron Olsen V
Don Erickson
Ken Nyberg •�_
Jahn Adam-on I -
Phil Gladfelter
Duane Pali
Sarah Mack
Meeting Date: Monday, April 24th, 1989
Time: 9:00 a.m.
i
Location: First Floor Conference Room
.,ubject: Kenworth Site Plan and EIS Specific Issues Meeting
Called by: Larry Springer
Ken Nyberg will convene the meeting at 9:00 a.m. sharp, The City will have relevant
staff come into the meeting on the following timetable. If we progress faster than
` expected, we will try to cycle staff through earl.cr.
9:00 to 9:45 Storm Drainage, Detention, and Sy-lem Reconstruction
City Staff: Chuck Price, Don Monoghan, Run Olsen, Larry Springer
9:45 to IP30 Sewer, Water, Underground Utilities, Garden Ave Realignment
City Staff: Don Monoghan, Ron Otsen, RIJ2 Engineering,
Larry Springer, John Adamson
_ 10:30 to 11:15 Parking, Traffic, TSM, and Circulation Issues
City Staff: John Adamson, Larry Springer, Don Erickson.
11:15 to 12:00 Landscaping, Amenities, Bldg Elevations, Foundry Remodeling
City Staff: Don Erickson, Larry Springer -
The discussion at this meeting is still intended to be at the conceptual level although
somewhat more specific than the last meeting. City staff will he prepared to discuss
Kenworth's preliminary design concepts in their area of expertise. Kenworth design and
EIS team will be there to collect information and R. ^'�rification. Please contact Larry
Springer at 235-2552 for further information.
T.
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NatlinO.WUhlnatOn=33
�A61828 90oa
+nn+acw<+w�mw
April 21, 1989 _
To: J. Adamson G. Norris
D. Erickson K. Nyberg
G. Gordon R. Olson
L. Guttmann C. Price
D. Monaghan L. Springer
cc: S. Boettcher L. Miesbauer
J. Britton D. Metler
B. Butler B. Nelson
P. Gladfelter G. Ostle
H. Hunt D. Pape
S. Mack C. Rice -
D. MacAdams D. Sather
From: Bill Fillmore ` J
Subject: Renton City Staff Meeting with Kenworth Aril 24
j
To facilitate our meeting with the City Staff on April 24,
we are delivering in advance additional copies of Kenworth's
EIS Site Plans and the project description.
o
EMISSION 6M
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CITY OF RENTON
MEMORANDUM
Date: May 24, 1989" �-
To Lynn Mann, Public Works Director
i
Fro en Nyberg, Community Development Director
S Keoworth Environmental Impact Statement
Enclosed are four copies of the preliminary draft Kenworth EIS, We would appreciate it
if Ron Olsen, Chuck Price, Gary Norris, and Don Monaghan would review the relevant
{ sections of this draft impact statement as per their areas of expertise. Bear in mind that
this represents about 70% of the completed draft impact statement. Missing are the
traffic section and parts of the noise and air quality sections. 4t
It is our understanding that this is a high priority project and that consequently the
timeline and turnaround times are tight. We would appreciate having your response to
these materials by June 4 If those ti relines are unacceptable, we would appreciate
knowing as soon as possible.
Thank you. L 11
PAVE �O cdOfp J�P1e' ��QdX d
Enclosures d
�xJ"Os corvwntah f- VI �1'Z
a {w
ll Cnna� Nd f lia . �
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1
Pit —7 �17-
I
TENTATIVE TIME SCHEDULE
KENWORTH SEPA PROCESS
5/23 Received 60%of Preliminary DEIS Comments due by 6/14.
6/23 Received 100% of Preliminary DEIS Comments due 7/7
7/14 Revised version 100% Preliminary DEIS Comments due 7/.4
7/31 Release Draft EIS 9/4 - and of SEPA comment Period
1
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P�A�IR h�
Business center Buwldino
P.O.BOX Ibis
Bellevue Wuhinpton 94006
Telephone(M)e111-7100
April 10, 1989
Mr. Larry Springer
Planning Diraotor
Me. Lynn Guttman
Director of Public Works
City of Renton
200 Hill AV*. 6,
Renton, WA 98055
i
d .; I Rol Renwosth Renton Truck Plant EIS
Dear Lynn and Lerryl
j
I We thank you, and the other City staff members who attended
Aenworth's April 7initial proaentation of its proposed EIS site
plan, for their attention and constructive comments.
That meeting identified a number of site plan issues requiring -
further discussion with City staff in this immediate future, in
I order that NBBJ may continue work in the EIS without delay. We
have prepared an agenda for various City-Kenworth mwtings to
resolve these issues showing target resolution dates, and attach
a Copy for your information and review, If any corrections are
necessary m the City'e viewpoint, please advise me as soon as
poseibla, so .hat Eenworth project team members will receive
appropriate direction. Please note that the City staff and
PACCAR will, during these meetings, want to isolate EIS-related
issues to be resolved now from detailed design phase issues to ha ''•"
addressed later during the construction permit process.
As we discussed at this meeting, a point of particular concern to
the PACCAR EIS team is reaching prompt agreement with the City en
the appropriate "background" traffic data assumptions to be ,
employad in the aenworth EIS traffic studies. Although TDA met
with the City Traffic Department people in mid-February to
confirm these assumptions, the City has not at provided -
definitive instructions to TW PACCAR regarding these matters.
Our discussion at the April 6 meeting indicated that the City
needs l more weeks to finalize its position on the correct
background 918 traffic growth assumptions to be employed for the
Renworth and Boeing EIS traffic atudiee. Accordingly, we are now
scheduling April 70 an the date by which we will receive final,
gf
.,. . rira , u n J. la. ' 1'.r 1. .. •� a . .. - 1 r-�-�.
Mr. Larry Springer
Ms. Lynn Guttman
April 10, I..g
Page Two
complete and definitive instruction. from•City staff regarding
these traffic matters, so that EIS drafting can proceed without
further delay commencing on that date.
PACCAR is now entering into the EIS "process" phase for the
Kenworth Renton project and is committing the full PACCAR team
time and effort required to Complete on EIS which the City and
all affected sectors will regard as responsive to our
' .1 hope
vthaosthiont
t*ent impacts.the City staff Pwill rom tdositsiutmforward,
to we earnestly
ish its
Kenworthnecessary reviews 119. We cepogtiy' to sxpadits the preparation of the
responsibility on theXenworchls U.kawJoe imposes a heavy
C1ly�a concern. and to work th/PACCAR team to respond to the
rapidly as possible. the many subeidiery EIS issues as As Our cover *beet to the draft summary of PACCARIS Remedial
Investigation indicated, PACCAR needs to receive the City-s
comments on this document by April 17.
Much good wishes,
Very Yuly yours, ..
Co
PEO:tlr rporate Real Property Manager
Enclosure
cc: K. Nyberg (enc)
C. Gordon (on.,)
R. Nelson (enc)
M. Parn*as (encj
G. Norris/J. .gdamson (enc)
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CITY OF RENTON
MEMORANDUM
i
DATE: May 30, 1989
j TO: Paul Lumbert -
Y TT�L
FROM: Lynn Gu#dlan�
SUBJECT: Pascal EIS Comments
Please work with Gary, Don, Ron, and Chuck and devise a method of collating and
coordinating our departments response to Paccar's EIS. That is, decide on a format. The a
format may include a collection of all the"notes' written already on the pages pulled from
the draft ESI and/or a summary sheet listing our issues.
Please make sure oil inter-departmental issues are resolved (e.g„ Ron and Chuck agree on a
pipe vs open ditch) prior to submitting our departments observations to the Department of
Communit, ')evelopment.
This is the initial attempt it, formulate our approach to many up-coming EIS and ERC
requests. Thanks.
paccar/lag/Jw
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T,.
I
CITY OF RENTON
MEMORANDUM
DATE: June 1). 1999
TO: Paul Lumbers, Acting Design Engineer
FROM: Ron Olsen, Water Engineer
SUBJECT: PACCAR E.I.S.
The following are Water Engineering comments on the PACCAR Draft Environmental
Impact Statement. These comments will address both ground wit or and plant supply
issues.
1. Page 41. f,;Igttgd Wate Oudltr - M t I
Could she E.LS. address how the sampling results compare to the proPcsed drinking
water standards.
2. Page 46.PACCAR$peaks nu gto
Goniatoarol Be hlid t d
groundwater on its site only. 1 would
I like to have PACCAR prepare a Water Quality Management Plan defining what
their on-going monitoring efforts will be after plant :onslruction is completed.
Also, some considerations should be given 10 monitoring some of their off-site
monitoring wells to inure no migration of contaminants toward the City wells.
PUBLIC SERVICES/UTILITIES
3. Page I31. $I U%;aat Imaacta
'rho City is in the process of implementing its Cump.•hensive Plan by creating a
High Water Pressure Zone in the industrial area around the PACCAR site.
(Attached herewith is the Agenda Item, Issue Paper and sketch showing this
Proposed industrial High Pnintre Zone) The impact on PACCAR is that the water
mains around the site will have a pressure of 125 PSI, rather than 70 PSI, es shown
in their Proposed water plan. This change should relieve PACCAR from havine to
build a pumping station to achieve their desired too PSI pressure in their fire
prulectiun system. The City Intend+ to replace the 45-yeat-old 12'Steol walbrmain
on Mouser ' part of this proposed industrial high castor pressure change.
Fin flow analyses have been performed on the Proposed new pressure system with
the following results:
I) At N 4th ct ■ d Ito a '1"n - �
6,075 GPM (Gallons Per Minute))@ 20 PSI (Pounds per Square Inch)
Residual Pressure Cam a maximum velocity of SHISec. (Feet per Secona,.
2) At N lith et and C■ d n Ave, N�- ,
6,266 GPM IV 20 PSI Residual Pressure 4p a velocity of a Ft./Sec.
r
Y -
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Paul Lumbert
June 13, 1989 `
Page Two
The system u tatted needs no other water mains installed to achieve the above quantities
of water, thus requiring no other off-site improvements except a 12' water main in N. 4th
St. (into Houser Wry to Garden Avenue N., which would supplement the substandard 6"
and 6" mains(in on industrial area)on the -outhern side of their plant,
PACCAR desires to have a private fire system for their plant. This desire is in conflict
with City policy over the put ten years in which the City has achieved water distribution
system reliability and the proper maintenance of fire hydrants in commercial and
industrial properties by requiring the watermains and hydrants to be conveyed to the City
for maintenance. Ordinance 03341 titled Hydrant Ordinance states in part in Section 11,
FJf1 Hydrant-Bets i�red(a copy of this ordinance is attached) "AII fire hydrants shall be
se: d by Municipal or Quasi-Municipal Water Systems, or as otherwise approved by the
Fire Marshall. „y
It should also be noted that the building in the southwest corner of the PACCAR plant
probably needs to have a looped main around it per the 'Fire Hydrant Ordinance'.
I he Ordinance Section VI $pgzal Rea e t Subsection(B)states: `
f
B. When the requited fire now is over 2,500 g.p,m., the fire hydrants shall be
served by a main which loops around the building or complex of buildings
and reconnects back Into a distribution supply main. -.
It is the City's desire to Improve the reliability of water service to the proposed PACCAR
hydrant system by intertying it to the off-site existing City system, These Interties also
improve the reliability of the distribution system to other industrial users on the some
high pramrre mna. Poi Resolution 0216e, (a copy of which is attached) in which the
City Council sell guidelines for utility development, they state in Section #I:
C. It is realized and acknowledged by the City Council that the selected route or
routes may not necessarily be the shortest of most ..expensive route for the
Installation of such utilities, but will best serve the Citv over an extended
period of time.
PACCAR deems it necessary to have a secondary water storage facility on site for back-
up Piro suppression protection. The City has no problems with this desire, but if it is
connected to the City water supply, it will have to be maintained to Washington State
Devi, of S0611 and Health Servic s Drinking Water Standards,
PACCAR desires to supply its plant with a single domestic meter, rather than a series of
meten. This is in direct conflict with Ordinance 028e9, 3-13 74, as described In part in
City Code Book 3-204 amended: Titled"Connection to water Main', Section(By
(B) A separate service connection with the City water main must be installed by
every residence and commoreiat building supplied with City water in front of
which there is a main, and the buildings so supplied will not be mllowed to
supply water to other buildings,except temporarily where there are no mains
located in the streets, (A copy of this section of the Code Book is attached.)
In conclusion, it is hoped upon review of the attached information and efforts on the
City's part to Provide the best end most reliable water system to our customers as is
Possible, that PACCAR revise its design criteria for its proposed Kenworth Plant water
System to what the City perceives as a mote reliable system.
PAC-EIS/RLO:If
L_ �
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CITY OF RENTON
MEMORANDUM
DATE: Jar.a 14, 1989
! i
TQ
Ken Nyberg, Director of Community Development
FROM. Lynn Guttmann, Public Works Director
SUBJECT: E.I.S. Review for Keaworth 'Truck Plant(PACCAR)
Please find attached the E.LS. Review comments from the Department of Public Woks
ifor the Kenworth Truck Plant (PACCAR)propnmd Project.
t
PAC-EISILAG:PL:If
Attachments
cc'. Don Monaghan
Chuck Price
Gary Norris
Ron Olsen
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'
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DEPARTMENT Of PUBLIC WORKS
KENWORTH TRUCK P .iMn LEACCARI E.IS.-REVIEW
I A. TRANSPORTATION ISSUE: UGE NO,
1. General Comment Page 46
As much n feasible, PACCAR and Bovine should Integrate their TMPS to
maximise the use.
How will the Kenworth TMP recognise the neighborhood protection Provisions -of Renlon's Resolution 27087
2. GranhIe Entitled*Ex'gin, Traffic Features' Page Ve
This graphic does not present an accurate picture of existing traffic conditions.
Should be reviewed and updated.
I. I1f1l" Page 105
Was this analysis made prior to the traffic revision at North eth A Garden?
If to, an volume on Park Ave,at North )rd still balanced?
y.. s, EIIIIIALUb-4 Page 112
Comment states background assumptions are provided by the City.
What assumptions are to be provided?
5. Graphic Entitled 2igj Kenworth
PM Peak flour Traffic' Page 110
Analysis should also include AM ►nalysit. Traffic section should evaluate AM
conditions as there Mills critics[ congetiun in specific corridors during the AM
period.
6. Truck Circulation Pale IN
Can truck traffic be eliminated during the PM peak perimi?
7. Item M2.Sianificaat Impact (Ace'den)g) Page 12a
Stated potential accident impacts were not quantifiable. Whet ate the average
accident rate and how do the area accident ttalotics compere with national
statistics. 7'm high? Increasing volumes will yield increased accidents based on
Prevailing accident statistics.
a. General Cumipggl
To insure consistency with Boeing FIS, the impact of proposed future traffic
should be evaluated with the existing arterial network rather than all potential
networks or a presumed selected alternative.
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1 Kenworth Truck Plant(PACCAR) E.I.S. Review
Page Two
9. Roadway CvueJB
Page Ito
The roadway system should be evaluated to determine if Houser Way N. were
opened between N. /1h St. and N. I th St., would it improve the overall level of
service to the City'a transportation network1411111111111111
10, Pedestrian Access
Page 125
Pedestrian attest to the plant should be in rroved to encourage mass transit
ridership.
B. STORM DRAINAGE I c I c PACE NO,
I. Surface Water Movemenl�Ous tity/O ali v Existing Conditions Page 33
Water Quality Testing of CINIAL RIM, and Johns Creek
The time that lh• vere taken is critical when testing for metals and
o-asnics. If thr aken when there was no rainfall, you would expect the
amounts of sub found to be les., than that of samples taken during rainfall.
I In audition, the time during the storm event at w'.,ch the sampling took place
" would change the quantities as a majority of the substances would he washed
down in the initial stages of the storm,.
Win there soy sediment testing on either John's Creek or the Cedar River?
Sediment testing would be another measure of water quality.
2. Runoff/Absorot' -
Eaisling Conditions Page 35
Water samples of surface water flowing off site(Hart Crowser). `Y
The time during the storm at which the testing of flows occurred can 9!ler the
resole drastically as a majority of pollutant, are washed d, +vn in the initial
stages of the storms. The 'tudy reported the results as a comparison to typical
urban runoff, but what are the actual substances found and what were the
quantities?
3. Runoff/__ Ab�.nt'u
Signifi,,ant Impacts Page 35
Statement that percentage of precipitation that runs off will „crease 20-30%
because of increased pavement and that the impacts would not be considered
significant and will likely have a beneficial effect on surface water quality.
While the increase in quantities will tend to dilute the contaminants in the water,
the site is currently under limited use and, as such, is under little exposure to
these supstances. The addition of pavement areas with vehicular traffic will
increase the heavy metals and organics in the runoff and would not have a
beneficial effect on surface water quality. 'The increase of runoff would also
have a significant impact on the existing City storm drainage system capacity
problems(this will be discussed in the Ulilitina Section).
J
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Kenworth Truck Plant (PACCAR) E.I.S. Review
Page Three
4. Runoff/Absorption
Possible Mitigating Measures Page 36
Water Quality
1
j Biofiltri lion of on-site flows should be incorporated in order to ad tress water
! Quality of runoff from on-site asphalt surfaces.
5. RM"- f/Absot n Mili ation Mangum, Page 36
Cil/water 'Operation should be provided upstream of the retentim, ponds with a
flow velocity of 2fps or less through the %Operator. Also, the ponds should be
vegetated to moist in blofiltration. Specific mitigation of sal erosion from the
ponds should be determined.
6. Release or Pptenl'al R le ea to the Environment
Significant Impacts Page 67
Sgdgce Water
Creates potential for release to surface water during construction. Quality of
Storm water migrating off-site will improve after plant is constructed.
Temporary Erosion and Sedimentation Control measures will be utilised to
control erasion of soil and discharge. See Comment Numbers 4 and 5 for Water
Quality.
PUBLIC SERVICES/UTILITIES
7. Water/ctiutp Water
Significant Impacts Page 134
Storm Water Drainage Plan and Datenth n
The three chamber baffled oil/water separator installed will help tontrot oil
spills, but in order to mitigate water quality, the storm drainage plan needs to
incorporate the use of biofiltration for on-site drainage This will help mitigate
the heavy metals and oil which gel into the system.
The North Renton Interim Drainage Report identified the .teed for improv-1ments
to the City lines down Garden Av. N., N. gtl. and N. 6th Streets. Under existing
conditions, these tin(% are severely under capacity and need to be upsized to
prevent flooding of tha area. A portion of the line running down Garden AV, N.
has already been installed by previous developers in the area (a 72"concrete
storm drain). PACCAR about" contribute to these lines to mitigate the effects of
the project on Renloa's drainace network.
g. EMittkM,itiaating Measures Page 136
Stotnt V,ater g
Proposed replacement of existing line with 36" line. The DEIS stuter since
relocation and reconstruction are for $ole purpose of accommodating City off-site
drainage for which no.asement currently exists, the proponent should receive
appropriate credit for this relocated facility.
F
Kenworth Truck Plant(PACCAR) E,I.S. Review
Page Four
As this drainage originally ran in a natural drainage course and was most likely
enclosed in pipes by previous development of The sae, any relocation cost should
be borne by the developer.
9. Distwsat of Vehicle Wash Water Page 20
Expand on what is an appropriate marine' for disposal of vehicle wash water.
10, Hvnaas Storm Dninaee c t m a d F a{u Page 136
The bypass storm drainage system should be designed to carry a 100 yr, 24 1.
Storm. The City will also require as a minimum a I5 fool easement over the
bypass ,torm drainage System.
C. )LI .R ICR I S: PA( F NO.
1. Public We_ ter Significant Impacts
Page 44
Metals detected in surface flows from Site to Johns Creek.
Refer to Comment Numbers 2, 3, and 4, Section B.
2. 0199nd Water Oulily Metals Page 41
1,.a1d the E.I.S. address how the sampling results compere to the proposed
drinking water standards.
3. 5iUffkent lmuaeB Th t Cannot Be Mitigated
Page 46
PACCAR speaks to continuing to monitor groundwater on its its only. I would
like to have PACCAR prepare a WATT quality Management Plan defining what
their on-going monitoring efforts will be after plant construction is completed.
Also. Some considerations should be given to monitoring some of their off-site
monitoring wells to assure no migration of contaminants toward the City wells.
PUBLIC SERVICES/UTILITIES
4. Shanirm ant Imoa-ts
Page 131
The City is in the process of implementing its Comprehensive Plan by creating a
High Water Pressure Zone in the indnlirial area around the PACCAR site.
(Attached L,,sewitl is the Agenda I:t a, Issue Paper and sketch showing this
Proposed industrial High Pressure i..Tel The impact on PACCAR s that the
wrler mains around the site will have a pressure of 425 PSI, rather than 70 PSI,
as shown in their proposed water plan. This change should relieve PACCAR
from having to build a pumping station to achieve their desires 100 PSI pressure
in their fire protection system. The City intends to replace the 45-year-old 12'
Steel walermain on Houser as part of this proposed industrial high water pressure
change.
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Kenworrh Truck Plant(PACCAR) E.I.S. Review
- Page Five
Fire How analyses have been performer ^n tide proposed new pressure system
with the following results:
I) At N 4111 crlmed Houser Way -
6,075 GPM(Gallons Per Minute))@ 20 PSI (Pounds per Square Inch)
Residual Pressure @ is maximum velocity of 8F1/Sea (Feet per Second)
2) Al N Bih St and Cart n A r
AL 6 GPM @ 20 PSI Residual Pressure @ a velocity of 8 Ft./Sec.
The System as tested needs no other water mains installed to achieve the above
quantities of water, thus requiring no other off-site improvements except a 12"
water main in N. elh St. from Houser Way to Garde., Avenue N„ which would
supplement the substandard 6• and 8' mains(in an industrial area)on the
southern side of their plant.
PACCAR dealt*&to he"a private fire system for their plant. This desire is in
coonict with City pmicy over the part ten yea" 'I which the City has achieved
water distribution ';diem reliability and the proper maintenance of fire hydrants
in commercial and industrial properties by requiring the watermains and hydrants
to be conveyed to the City for maintenance. Ordinance 07501 titled Ifyd"nt
Ordinance stales in part in Section 11' Fire Hvdnnla
ordinance is attached) 'All fin hydrants shall �(a copy of this
Y be served by Municipal or Quasi-
Municipal Water Systems, or at otherwise approved by the Fire Marshall.
It shnuld also be noted that the building in the southwest corner of the PACCAR
plant probably needs to have a looped main around it
Ordinance". Isar the'Fire Hydrant
The Ordinance Section VI Soeci__ el Reylrements Subsection (H)stales:
H• When the required fire flow it over 2,500 g.p.m., the fire hydrants shell
9 be served by a main which loops ground the building or complex of
i buildings and reconnects back into ,distribution supply main.
It is the City's deli a to improve the reliability of water service to the or
PACCAR hydrant system by intertying it to the oft-site existing City sysr.
These interties also improve the reliability of the distribution system to oche,
industrial use"on rile same high prossur* zone. Per Resolution r2161,(a copy
of which is attached) in which lk ly Council sets guidelines t r utility - -development, they state in Seclior z
C. It is realized and acknowledged by the City Council that the selected
route or routes May not necessarily be the shortest or most inexpens'.ve
route for the installation of such utilities, but Will best serve the City
over an extended period of time.
• - PACCAR deems it necessary to have a secandary •water storage facility on site
for back-up fire Suppression prute.nun. The City has no problems win, this
desire, but if it is connected to the (lily water supply, it will have to be
maintained to Washington State Oupt, of
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Kenworth Truck Plant(PACCAR) E.I.S. Review .
Page Six
Slid and Health Services Drinking Water Standards.
PACCAR desires to supply its plant with a single domestic meter, rather than a
series of meters. This is in direct conflict with Ordinance 02949, 5-I1-74,as
described in part in City Code Book 3-204 amended: Tilled'Connection to
Water Main', Section(B): -.t
ktl) A separate service connection with the City water main must be installed
by every residence and commercial building supplied with City water in
front of which theta is a main, and the buildings so supplied will not be
allowed to supply water to other buildings, except temporarily where
there are no mains located in the streets. (A copy of this section of the
Code Book is attached.)
In conclusion, it is hoped upon review of the attached information and efforts on
the City's part to provide the best and most reliable water system to our
customers as is possible, that PACCAR revise its design criteria for its proposed
Kenworth Plant water system to what the City perceives as a more reliable -
system.
5. P.W119 throuvh the Anuitard Page 41
The effects of piling through the aquitard should be further evaluated. Auger
cast pile may tare the aqunard around the exterior of the pile.
6. Impact toto Water Duality Page 46
EIS should address impacts to Water quality from the proposed development,
7. Water/Fire Distribution System page 133
The private ownership of the on-site water/fire distribution system is not
acceptable. The design team should work with City staff designing a system
acceptable to ,dh the City and PACCAR.
U SOI C ICSU c; PAGB NO.
' I. Ptnsible Mitiaatinv Measures
Off-Site Mitivation of Fit v ro•'on Post ,9 t
Control of Soil Migration and £-onion
b
Filter fenct ditches, and temporary sedimentation control pond should be
included as methods to decrease suit migration in addition to those already listed. _
These will need to be incorporated on a Temporary Erosion and Sedimentation
Control Pla conforming to City Standards.
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Ken.vrth Truck Plant (PACCAR) E.I.S. Review
Page Seven
2. Slggj[j MLIllI21I
Page 19
Site remediation of soils needs to be acceptable to the City Pf Renton.
1. Waste soils
- Pate 19
on
In absence of an approved plan for handling or waste soils the City will require
final approval this issue.
4.
mil[LC11C1LTflf�1C_g0>Z�pplgIDjnagl'SD115 Page 19
The expectations rot separation between construction traffic and contaminated
sods does not appear to be realistic. Thus needs to be expended further.
5. 4Lf-silo MiYa Y r
Page l9
This issue
on site.
does not adequately drat
lake Place with the extensive utility excavations that will
6. EICWCIlon Related Impact
Although the goal is to minimize excavation for this project, excavPage
ion will be a
major element of work. Srutfics or dust containment and the design and
construction criteria should therefore be expended.
E• NQISE ICCIIRe.
1 IsRQect of on a lion Ao' P.Afl:N0
The impacts from comhuction noise can be mitigated and reduced Page
little
52
Planning, Provisinna Should be made to identify these efforts.
2. Noise ryalu,ti,p
Page S7
Noise rat operation
of the testing facility lid be included in the evaluation of
the plant operation noise,
�• N911e Imooct• on R sidentiel Arc
as
Page 35
1'he project should mitigate the not>e impacts 10 the residences on N. 41h St.
aoulh and well of the project, The specifics or the noise barrier fence as
propm.-d can be reviewed in the design phase or the project.
4. Nslin MlljUUM
Page SS
If act tat noise impacts exceed anticipated and allowable
rmide vial areas, they should be mitigated, a they relate to
1
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Kenworth'truck Plant (PACCAR) E,I.S. Review
Page Eight
5, tlplse - Truck Sound 1 ovill Test c..0 Pogo SS
I The impacts of the noise from the truck sound level test facility should not just
be ignored. A mitigation plan to reduce, As much u possible, the impact Of the
noise from this facility should ix prepared. The plan should exclude night time
testing if acceptable noise levels to the Out cannot be obtained.
6. Construction an t Openti n Nyt`e Page 58
A detailed and epeclfic nuise abatement plan for both construction and Operation
should be adopted and implemented for this project.
F. REYIEW/P RMIT PROC Cc tc%=. PACR N%
1. Environmental and Public Health Issun Page 11
Impacts of existing conditions and redevelopment Process need to be reviewed
and aPProvcd.
2. Mill RIJ Messs eel s
Page 46
i The City should hove "view and approval authority on additional mitigation
measures proposed by the RI/RS study for well field protection, '.
G. LAMS/SHOREI INE IU M IRS PAGE NO.
l Proposed Proi ci Imnrovem nt
Page 6
2.2 acre site at Northwest corner of 6th and Garden to be redeveloped for
industrial uses integral with the Project.
2. Comtruclion
Page 29
Constructi,..ection should be revised in accordance with revisions per previous
comments.
EIS-PACR/If/,
ORDER FOR WATER SERVICE INSTALLATION No 3010
worts lhder No
�.. I Agree r�4M CnMW
Sundry Sale No e Lau Wuo Sarnia CadM
In CMy YnEQ NeC] On Server Yee ®No l_.l--J Doeaa peym.e c')_
Water Uaega'. ❑Arm dM.Y DomneeQ SpgM 11NIry Conneaut Charge
a aM rngetlono ab temere (ar
Fx.9ernwID (Carter.)
Ce
ra)
Other Sparred Aew..nnt Q wd§Mw4 [)
S.e.pe Emeaga WMr n❑nYN ;�Ne Temp Nvebnt Mth r D.pp d, �!
Met.Sw 10" UI/C L'A Reoipt No. Tge1 Fw
M
Fnph,aoan MrMeazYa [:]No ilea IL rr Inetelatron
sags.
Servio Addab
7�, Beeler M.M.__
Nema of Comm.aal prgaca �SF N1GUa%'PJ lh'Lck Fj Allr ---
M.ba No
I epal OwaaplMn Atl.datl or Cva malNbd
Command. ❑W Back
Ta Ammar No.
- S
X eWME�pe/CAoy Land..
ICV NI eema 11^MrdW CeveneM b Amar R.N...M1>m Qeha ❑ M. v meabY loud R adoead
or
Daxbgbn CMoel RepI111a YM `•Np At .phgh.VY• AM"13 RINMYe Ve IbeMK❑
Dopeln theta Ve1w Al W40 Debeler DCVA RaraNMad Praeae Melt Flow Devlin 1L"ll
Oen.r PACCAK
Add.e.
Irner,.I
%it Swl To'.
Addnu. (na.My
Cm .d.
Aa..Serhed by
R.ntm W.I. S..m.W.br Seattle Wow Code No _
T.a.orary Sere.'.Apawmanl yn No X We Aprwmenl Record rg No
S.van b N MMMbd on an Eewmanl Vn No II Yee.Eeeam.nl R.o.dng No _.
a TM m I..n Evary Sluo Serhaar> Yet, No No X Yw,Water prg No. W.
ERnnp LAI.Com.a Apwrwrdi Yw No M Ya.Aprwm.nl No _
In riser W_ -ch."S
Saaow ubty,c onneo n Charge X yw.Special UMay Cennectron Charge o.wU m.
❑Yw®No ❑pd provaouely_�.j L 1) pyre FI �_.Mullipal Unne__Smpy FY.IY Lea
M 4iNMra.erY.e..Ndn s Iyp�F wwrr e...NFM�aYnawi aw P.y.Y h..e.NM.w•w)NfA JRYarI.I1.Y1
.mYYn M.N tW a11a.4n-1 adeP�Yr1�whets VMwn.eYMbN.rn.4nbNpander Yr+MPNwMriMbbrt�Mn�•lar WYae.n4
Fe Yib N'N'IrdewMhn.YN^pr.we was.'MlaayeYNNVYbNr.Y..nv IaYew Oeep.4w 4.rslbyy�CM.fN Wl4eRYA e.e.Ki.
lr
Sant..W Oerr.Apanl Id.. hlM CRY d Renton Antmp Agent Idew
hne wrM e+e ♦ •
1 r.oh c^w•e binng ONeehone 23F 252g Mal,Ineaela'.ha OLA.Ma 2TS2M5
1 y. ...eey
I oel owa.. CITY OF REtITON WATER UTNa v,2 MILL tlENUFSMITN.RENTON,WAM55 PHONE 2552531
M S"Lrrt•
i ry a
n.t
�e
C�/� CITY Or R[NTOMMO
�. -M UTILITY [ INE[RINS No. N° 30081
♦ I�l��e 100 MILL AVINUE SOUTH
111NNNN��� MINTON, VA 98OSS
�, Y PMOMh 135•1611
ORDER FOR WATER SERVICE INSTALLATION
Account MO.
Q 1'S u Rebr tub Se $ 7ry'7
00
Wr4 Order W. - 11? �` 7 l _ L.,f SIUN S.rYic. Lr.Jlt ,-�+�a l�--�—
Sundry Ale N. _
Down poynont
SV.Ia« Geva 1pplent CMrge �
In UtY Y*.® NO� lab-Conan (Clty) n
0n Sewr Yes® No 10tMrs) O
Wale' UlaYa RealdonUal C3 Connurcl.l ❑ Industrl.l® TOTAL fit 1 200.00
Other
Relay sl as 4- I NCN CP.G,#b tjp INSTALLATION:
Site Svulce
Taporary MYtlrant Hot*, yes No JZ
Rely Mka
Senate leanest Rotor Va.❑ W E Meta, ft.
rill smc.,31 n ArVlce Va. W Dot. Installed
Constants;
Legal Address —
Legal Gettriptlon
Stgaauiutd
171011 CONNECTION CONTROL: gal Lllnw Protectlnn Device RpulrW Yas� Mr� If Vol, TV"of WY lea:
Reduced Cra..ura Ge<,flow %vice❑ Doubt. CMGA V,IV, Reelfot, Alr or Pnnuea Vol Era*Aer
ReAe of Device Wool f111.1 W. Site -
Gets CIVIC, In.1611aE Hot*, No �—1
rl la W
O.00ll. Mons about, �-
MUeb. City Slab 21e --
Conlroctor', Wma PNeM --
Add rna City star* 21,
Are* Arved DV A.npn were,® Seattle veto, Seattle war*, 'a" W. ..
TeeporerV Service AVrsassnt Vp LJ WE If Tea, Agrannant Recording No.
ArvleA to M Located on an E.beaat Ves W W❑ If Yes, [oc~t Renerd1r1 W.
I. TMre on I.1tt I", it" Ulu It, YesE3WE 1f Yet, Water I'miact W W.
1-110.1 Latrte ,s Mraewant yes Non If Yes. AEremeft W.
In rape of Addreal
City $late ilR CMnp t
lystan Gev,lopHent To. yes 0 W 0% if Vol. %yet" Development re, Geead an 114 Wareea post
THE UNDERSIGNED SUSSCMISEA RCOUCS'c THE CITY OF N[NTON TO SUPPLY WATER AT THE POtMIS[S NOTED WORM AND
PROMISES TO PURCHASE THE WATER AND PAY TMR CITY Or MENTON THE*EpOR[ IN ACCORDANCE WITH THE CITY Or
R[NTON'S SCHEDULE OF MATES WHICH SMALL TO" TIME TO TIME Of LEGALLY IN [rpgCl POM TY PURPOSE FOR WMICM
THE WATER IS TO SE W ID NOTRD HEREON, AMC TO CDNPORM TO AND ASIDE RV TM[ CITY Of MN1'ON`1 RULES AND
REGULATIONS IN POIICE, ARUTING TO THE RUPICHAS[ AND SALT Or WAY[A, THIS IS IN ACCORDANCE WITH City OF
RENTON COO[, CItAPTEN 2, SECTION 5-201.
Mite - Ut IIIt, alllitq sifirmatme 06 GRAWsk 04 Agent
Valiant- tallnpring
sift - Will sew
Gold - Cuabol, t N'6 Re"Dom maremoulmo e«
1
tlTr Of REMi OM U...... [ace INEEAINO No.N" 30071
♦ ♦ I. HILL AVENUE SOUTH I, lV
RENTO. wA SSUSS
1"1 7Y5-2631
ORDER FOR WATER SEIVICE INSTALLATION
Account No.1 --
Iteb
�f ❑ r ChargeS j�. O0
Wdlk Ord., No. / �Y� Lost Stub Service Ci. It ,7
s.narr $.1a Fo.
Down rav+mene
Sr.t. DeWlopament charge
Ai D L__f /1XA
In UIr Yu,% Md late-Co.,ara (City) O
On Sons Yea 2§ ft (OtInl O
Water Usage: Residential [3 Co.Hmercl.1 0 Industrial TOTAL FEE -
OtMr A
Hotel $lt. I ^1Ay(, (,,4jS LvND INSTALLATION:
TWnpor.ry Hydrant Peter ..s[] No® Site S.rvic.
Note, Wks _
Sonege EFMpt Met., Yea O ME Hotel Fo.
fin Probctlen S.rvls- Yea CJ Nn:K Oat. Installed _--^—
Service Address Comment.:
Log., O.ecrlptlon
0na e
CROSS CONNECTION CONTRDL: hckflou protection Device Ree.ired yet NO❑ If Vol, TV Pa of Device:
Reduced prat.... location Device Double Check Vol,. AateMbly All or Promr. Yes Illegal Q Pak. .1 Dayln Foci Serial Fo. !Ice
Data Device Installed hear Fo.
file Fo.
Dmemer., N.N. /ACCAK _ phone
Add.... City Stake !Ice
Central still,
Pool"Address city list. its
And, Served by Asetea Slewim Seattle Water Seattle water Code ft.
Toodmi Service AE..aMent y,pE] Mox If Yes, ADr.wnt Ncordi" No. _
Servlto to be Least" on an [as~, vsa is to❑ If Yes, Settlement Recording No.
Is There a. EA11ti.1 Stub Service veto b a< If Va.. Racer Project No, w-
WahnIl L40-CORRra AEreeament Yes Nos If Yea, AEnarment No,
In Favor of Pdd..0
City State 21, Cheree 2
hat" DeWIOMnnt Fea Yea❑ Vol If Yea, %Vat. Dev,le 't M Da.N en %aeare Feat
THE UNORASISNED SUIlSCRISER REO9tlT1 THE CITY OF MINTON TO SUPPLY WAYS
R AT THE MSMI lF7 NOTED HEREON AND
tON'S
PROMISES TO PURCHASE THE NAYS, AND PAY THE CITY OF PINYON THEREFORE IN ACCORDANCE WITH THE CITY 01
RlN SCHEDULE OR RATES WHICH SHALL IRn4 TIME TO TIME DE LEGALLY IN EFFECT PON THIS PURPOSE. FDA WHICH
THE WATER IS TO IlE USED NOTED HEREON, AND IJ CONFORM TO AND ASIDE My THE CITY OF RENYONIS RULES AND
REGULATIONS IN IORC E, RELATING TO THE PUNCMASE AND SALE OF WATER. THIS IS IN ACCORDANCE WITH CITY OF
RENTON COOS, CHAPTER 2, SECTION 3-201.
Nit. - utility Still,, '4944401f d9 Ols"0A PA agent
Vol," - SMlnaarlys
PIM, - All*, In"
said - cast", �--
L
CITY
• •• RE Of EENTDN
UTILITIltAVN N LNG
0 N l AVENUE SOOT*TN
No No 3006
fill • WA 9dOSS
ANONt !iS•26l1
ORDER FOR WATER SERVICE INSTALLATION
Accoynt M.
p rotor thor" S Z O
York Ordo M. .rl look StW S•rvlce credit
O.., PaYwnt
lundry LIP M.
Sv4tan N"ioP of charge (_CFO/%gyp
In tltY y. No❑ Lan•Coter. (City)
On Saws, Yes:K M0 (Other&)
Water Uwe. Resid.nll•I U Ctoorm i•] ❑ IntlusvlAl� TOTAL FEE S e.ry0
Other
roty Sin 4 N(H CnM/Q ND INETALLATIOW
ro Tewes Sip S.rVI<.. INCH cG.Gry l_HI�_
r&ry MYdrant ur vet M betel rows
S." E.orat Hots Yet MC3 %tor M.
Firr r.tecilan S•nlc. Yet C M IQ Date Installed _
Co,wonn:
Service Address
Latel Dascrl Ptlon
Vq Rf
CROSS CONNECTION CONTROL: Dackflo. ProNctlon Device Ae.ulred Vol El M d^ If Y.., TV" or Device.
uc R.d .d Pres.ur. O.ckflo. 0.0" 00014 Chalk V.Iye AS."1Y L! Air ar ProOur. Yee Sreekes
Mae of Devlca Mast $VIPI M. Sias
Date D.vlco Installed rot., ad, III. M.
O.ner�. a" PA CC AA2 Mane
"great city Stet. RIP
Control tor'. Mod, PMne
Address city Stan EI.
Area Served Or Renton W.nrm SP the Water Sastti. Water Cade M,
Tommi L..ice A YM.nt Yale(3 M a If qs, Atleewnt Adtordl" M.
LrVI.. to M Located o, An Ea.Pwnt yes IW M cl It To.. lastramat Racardl.1 te,
Is Then An IX ISTInS IT" SPMca Yes 0 Nt 2L If ns, water Protest M. W-
htstlnE can-fawn AITMOH, Y.S❑ ME If yes, AEreasasl M.
In Ft", of Aahl
City Stale lip -- chart# 1 _
Lslas Dayeta t Ion Vet Q MIR If Yes, Srstwn 00"10"nt to. Eased en $gPAro Fast
THE UNDERSIGNED SUESCRIRER NtGUESTS THE CITY OF NENTON TO SUPPLY WATER AT THE PRENISES 140TIO HEREON AND
P- USES TO PURCHASE THE WATER AND PAY THE CITY OF RENTON THEREFORE IN ACCORDANCE WITH THE City OF
NEKTON'S SCHEDULE OF RATES WHICH SHALL PROM TIME TO TIME IT LEGALLY IN EFFECT FOR THE IURPOSE FOR WHICH
THE WATER IS TO AE USED NOTED HEREON. AND TO CONPMM TO AND ARIDE EY THE CITY OF RENTONiS RULES AND
REGULATION$ IN FORCE, RELATING TO litE PURCHASE AND SALE OF WATEN, THIS IS IN ACCORDANCE WITH City Of
NENTON CODE, CHAPTER 1. SECTION 1-E03.
(Alto Utility SIIIIM TSaa t F l ��—
Yellow- EM1w.rint
AIrk - Water Shot
"Id - Cloister ctfst a, mitairge LAfter
P