HomeMy WebLinkAboutComments SUB 7/19/2007
JUL-19-2007 04:51
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SPRIN(;FILLD UTILITY BOARD
\V..\TI.H ,~["H.\'h r !.':E:-"'.II:I~ 202 South 18th Sll=l~t Sprinijfield, OR 974"i1~5i40 Tel 541.72b,?,:,;I96 Fa>: 5-11.747.7348 WWw,Hlbutil.corll
'July 19,2007
Dear Linda:
RECEIVED
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By: 1-lQ-ol
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Linda Pauly
City of Springfield
225 N. 5th Street
Springfield, OR 97477
SUBJECT:
WELLHEAD PROTECTION RESPONSE TO
SITE MODIFICATION -MAJOR #DRC2007-00044 McKENZlE-WILLAMETTE
HOSPrfAL, Tax Map 17-03-36-22, Tax Lot460] & 7100, 1460 G Street
The proposed dcve]opmcnt is within the adopted. Drinking Watcr Protection Area. Th.is area i, highly.
susceptible to contamination from chemicals that may be o'pilled or leaked onto the ground surface. Any
chemica] spills or leaks must be cleaned up immediately andc1eanup materials disposed off-site and in
accordance with Lane COlUlty and DEQ requirernents. In ewry case, care shall be taken to prevent
grotmdwater contamination. .
The hospital property overlies portions of the 1-.5 and 5 - 10 year time-of-travel (TOT) zones to the 16'h
& Q Street WeH. Please note that no new uses c1 DNAPL chemicals are permitted at this site. (DNAPL
. and Exempt Lists artached.)
GENERAL CONSTRUCTION:
The contractor and all subcontractors are required to provide the engineer with copies of MSDSs for all
chemicals proposed for use on-site prior to use or delivery to the property. Based on these MSDSs, the
engineer will determine ifthe chemical is approved for use on this site (i.e., whether or not the product
contains DNAPLs). A copy ofthe MSDS for all chemicals used on.the project will remain on the job site
as required by law. All chemicals should be: p]ace:d in adequate secondary containment
Contractors/developers shaH be responsible for tne safe handling and storage of chemicals, petroleum
products, and fertilizers, and the prevention of groundwater and storm water runoff contamination. Care
shall be taken to ensure that no chemicals used during construction, including paint or cleaning
materials/wastes, enter the soil or be washed into the storm water system.
Care<shall be taken to prevent fluid-containing equipment located outside from leaking. A dedicated area
for fueling and maintenance of equipment should be provided. This area should be prepared and
maintained such that, in the event of a leak or sp:ill, no fluids will migrate into the soil or storm water
drainage system.
No fill materials containing hazardous materials shall be used on this site.
S:\Sl1'EPLA.N\146t) G Street McKenzie-Willarnette HD.b-pital site: plan modification DWr 7-}9aO?doo;;;
JUL-19-2007. 04:51
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OPERATIONS,
If applicable, dumpster areas should be covered and contained to avoid wastes from leaking into the soil
or storm water system. These containment plans need to be approved by the City of Springfield.
Vehicle storage areas should be constructed such that they prevent any leaks or spills from entering the
soil or storm water drainage system. Runoff from parking areas should pass through a system of catch
basins, oil/water separators, and bio-swales before entering the City's stoml watcr drainagc system. These
plans need to be approved by the City of Spring:field.
Rooftop mounted equipment and other fluid-containing equipment located outside the building should be
sealed and provided with secondary containment or a weather resistant enclosure. In the event of a ''PilI
or leak. this will prevent any fluids from migrating into the storm water drainage system. If applicable,
chemicals stored outdoors (fertili7.ers, pesticides, etc.) should be covered and placed in secondary
containment.
STORM WATER:
Storm watcr from parking and ]andscapc areas should be routed to discharge to an infiltration system that
incorporates vegetative treatment methods. The!c plans need to be approved by the City of Springfield;
Bio-swa]cs arc an excellent way to retard the infiltration of runoff. Soils lining the swa]e(s) should bc
amended with clay as a means of further reducing their permeability. A sub-surface laycr of heavy clay
soils beneath the planting beds would also serve the purpose of directing excess moisture containing
fertilizers and/or pesticides from porous planting media into the bio-swa1e(s).
Loading docks must be designed to contain spills ofh32llt'dous substances and prevent contamination of
stormwater runoff. Catch basins at loading docy.s should be connected to the sanitary sewer. Areas
directly oyer loading docks and the catch basins should be covered. Cut-offtrcnchcs should be installed
up-gradient to the catch basins to divert rainwater from entering the sanitary sewer. Drains should be
equipped with emergency va]ving to prevent the accidental discharge of hazardous materials.
Injection wells (if applicable) must be approved by both the City of Springfield and DEQ based on
proximity to domestic/public drinking water wells, soils type, and depth to groundwater.
Because storm water recharges the aquifer, SUB requests that wcllhead protection signs be placed
adjacent to loading docks, t"lltranccs, parking lots, and elsewhere on the site to alert contractors,
subcontractors, eml'loyees, visitors, and others tuthe importance of reporting and cleaning lip any spills
(sign standard attacbed). Please contact Amy Chinitz (541-744"3745) if you prefer to purchase signs
directly from Sm3 at the cost of $15/sign.
Feel free to contact me at 541-744-3745 for further details or with any questions.
Sincerely,
Q d L.~
Amy E. ChlOltz
Water Quality Protection Coordinator
S:ISlTEPLANI1460 G Street McKenzie-Willamette lIospilal sile plan modifio.tion DWP 7-19-07.doc
JUL-19-2007
04:51
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AEC:mk
cc: Rick V.rnum, McKenzie-Will.mette Medical Center, 1460 G Stree~ Springfield, Oregon 97477
Jeffrey S. Bond, ASLA, Satre Associates, ~C, 132 East Broadway, Suite 536, Eugene, Oregon 97401
S:\SITEPLANl1460 G Street McKenzie-WiIl.mene Hosp;tal s~te plan modifiCOlion DWP 7.i9-07,doo
TOTAL P.03
JUL-17-2007 22:21
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SPRINGFIELD UTILITY BOARD
~I.\ IN, '1'1"11 '\", 250 A Street, PO Box 300 Spr"ingfielcl, OR 97477-0077 I,~I 541."/46.8451 ;-;1:>: 541.746.0230 TO!) 51li .744.3659 www,$llbutil,r::nm
July 18,}007
Linda Pauly
City of Springfield
225 N. 5th Street
Springfield; OR 97477
Dear Linda:
SUBJECT:
SITE MODIFICATION - MAJOR #DRC2007-00044 McKENZTE-WTLLAMETIE
HOSPITAL, Tax Map] 7-03-36_22, Tax Lot 4601 & 7100, 1460 G Street.
Listed below are our comments for the above referenced development proposal:
L The Springtie]d Utility Board Water Division has no objection to the proposed new primary
building entrance to McKenzie- WiIlametle Hospital.
Sincerely,
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Rebecca Templin, r.E".
Civil Engineer - Water Division
RAT:mkm
cc: Rick Vtlrnum, McKenzie-Willameue Medical Center, 1460 G SlIcet, Springfield. Oregon 97477
Jeffrey S, Bond, ASLA, Satre Associates, PC, 132 East Broadway, Suite 536.. Eugene, Oregon 97401
RECEIVED
By:
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S:\SITBPLAN\1.c160 G Strc~t McKenz~e..Will"met:te Hospho\\lsite plan modificatiol'\ 7-18-07.do(;~
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1'001 /v1,ain SfreetSpringfield, OR 9?477-{S.19 'l.cl'541.726.'2395 ;Piixi541..72~,'2399 YJww;sdb,utiLcom
7/10/2007
TO:
CITY OF SPRINGFIELD
DEVELOPMENT SERVICES DEPARTMENT
SITE PLAN REVIEW COMMITTEE
RECEIVED
PLANNER: Linda Pauly
By: 1-, 0-01
16--93
JOURNAL #: DRC2007-00044
I.
[ X JOVERHEAD SERVICE
[ ] UNDERGROUND SERVICE
II. LOCATION OF NEAREST ELECTRICAL CONNECTION:
North property line
III. EASEMENT LOCATION AND WIDTH:
7ft along the North property line
IV. COMMENTS:
The property owner will be responsible for the cost of moving the pole.'
Bryan Brewster
ENGINEERING TECHNICIAN
SPRINGFIELD UTILITY BOARD
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LKNE COUNTY
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