HomeMy WebLinkAboutComments SUB 1/22/2007
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SPRINGFIELD UTILITY BOARD
WATER SERVICE CE:'\TEn 202 South 18th Syeet Springfield, OR 97477-5240 Tel 541.726.2396 Fax 541.747.7348 www.subutil.com
January 22, 2007
RECEIVED
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By: DR t Crrvv\M~
Dave Reesor
City of Springfield
225 N, 5th Street
Springfield, OR 97477
Dear Dave:
SUBJECT:
WELLHEAD PROTECTION RESPONSE TO SITE PLAN REVIEW
#DRC2007-00003 BFD INVESTMENTS
17-02-30-00 TL 2105 OLYMPIC & 35TH STREET
The proposed McKenzie Taylor Project is within the adopted Drinking Water Protection Area. This area is
highly susceptible to contamination from chemicals that may be spilled or leaked onto the ground surface,
All chemical spills or leaks shall be cleaned up immediaiely, All cleanup materials shall be disposed off-
site a~d in accordance with"Lane County and DEQ requirements. In''every case, care shall be taken to
prevent groundwater contamination,
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this property'o.veriiespoi-tions Ofthe'!c- 5 year'time-of-trave1(TOT) zones to the SPI Well:.Jt is
importani to note'that'no DNApL chemicals should be used or stored'inside this sensitive'area: (DNAPL
and Exempt Lists attached,)
GENERAL CONSTRUCTION:
Contractors/Developers shall be responsible for the safe handling and storage of chemicals, petroleum
products, and fertilizers, and the prevention of groundwater and storm water runoff contamination. The
contractor and all subcontractors are required to provide the engineer with copies ofMSDS for all
chemicals proposeci1for use on-site prior to use or delivery to the property, Based on these MSDS, the
engineer will determine if the chemical is approved for use on this site, A copy of the MSDS for all
chemicals used on the project will remain on the job site as required by law, All chemicals should be
placed in adequate ~econdary containment.
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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 spill, no fluids will migrate into the soil or storm water
drainage system,
Care shall be'iaken'toensure tliat no chemicals used during c'onstruction enter the soil or be-washed into
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the storm water system: 'No pamt or cleamng matenals or wastes shall be"allowedJo,enterthesOlls or
,storm water system,
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No fill rriateriaiS'c'oniaining'liazaidoiIs ~aterials shall be used on this site:
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Site Plan #DRC2007-000003
Olympic & 35" Street
January 22, 2007
Page 2 of3
OPERATIONS:
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 thatthey prevent al)yleaks 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 storm water drainage system, These plans
need to bc approved by the. City of Springfield,
All chemical storage ~hall be placed in appropriate secondary containment. Sealants us~d in containment
. areas (if applicable) should be compatible with chemicals stored within them. Again, no new DNAPL
chemicals ate allowed in the Overlay District. As part of the process for a DWP Overlay District
application (if applicable), SUB should be provided with copies ofMSDS for materials proposed for use;
facility Hazardous Materials & Waste Management Plans; a general description of storage areas within the
structures and a complete description.of storage amounts, including capacity of containment and a
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containment plan for the facility; and a description of all activities involving hazardous materials storage,
use, etc, These will take sorne time foneview,
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 spill or
leak, this will prevent any fluids from migrating into the storm water'drainage system, If applicable,
chemicals stored outdoors (fertilizers, pesticides, etc,) should be covered and placed in secondary
containment.
Special precautions (e,g" secondary containment, covered storage ar~as, signage) should be taken in the
gravel yard spaces to prevent hazardous materials from reaching the ground surface,
All lease agreements should include language requiring compliance )'lith Article 17 Drinking Water
Protection (DWP)~Over1ay District of the Springfield Development <;Code, which may include completing a
City of Springfield Drinking Water Protection Application, Tenants must submit a hazardous materials
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inventory statement to the Springfield Utility Board Water Quality Protection Coordinator to determine
whether o~ not a Drinking Water Protection Application will be requ'!red.
In preparation for addressing the requirements of Article 17, SUB recommends that the.applicant consider
building secondary containment into the construction ofthe building(e,g" a floor with a chemical-resistant
sealant. and protected floor drains), Please feel free to call me a1'744'3745 to discuss the requirements of
Article 17 and options for secondary containment.
Ilsvr-datalwscengnrISITEPt.AN\35th & Olympic BFO site plan_OWP _I-22-07.doc
Site Plan #DRC2007-000003
Olympic & 35'h Street
January 22, 2007
Page 3 of3
STORM WATER:
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Storm water from parking and landscape areas should be routed to discharge to an infiltration system that
incorporates vegetative treatment methods, These pfans need to be approved by the City of Springfield,
Bio-swales are an excellent way to retard the infiltration of runoff. Soils lining the swale(s) should be
amended with clay as a means of further reducing their permeability,!' A sub-surface layer 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:swale(s),
Catch basins at loading docks should be connected to. the s~nitary sewer. Areas directly over loading
docks and the catch basins sho~ld be covere'd, Cut-off trenches should be installed up-gradient to the catch
basins to divert rainwater from erite'ring the sanitary sewer.
All injection wells (if applicable) must be approved by both the City of Springfield and DEQ based on
proximity to domestic/public drinking water we'lls, soils type, and depth to groundwater.
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Because storm water recharges the aquifer, SUB requests that wellhead protection signs be placed adjacent
to loading docks and elsewhere on the site to alert contractors, subcohtraCtors, employees, and others to the
importance ofreporting and cleaning up any spiils (sign standard att~ched). Please contact AmyChinitz
(541-744-3745) if you prefer to purchase signs directly from SUB aHhe cost of $ IS/sign,
Feel free.to contact me at 541-744-3745 for further details or with any questions,
'. Sincerely,
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Amy E"Chipitz
Water Quality Protection Coordinator
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cc:. Will Akins, McKenzie Taylor Construction, 4660 MainSt, Ste ISO, Springfield OR 97478
Ronald Rice PE, Geomax Inc, 806 N 9Lh Street, Cottage Grove OR 97424
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SPRINGFIELD UTILITY BOARD
WATER SERVICE CEi'\'TER 202 South 18th Street Springfield, OR 97477-5240 Tel 541.726.2396 Fax 541.747.7348 www.subutil.com
J anUaIY 19, 2007
RECEIVED
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By.1)1Zf ~
Dave Reesor
City of Springfield
225 N. 5th Street
Springfield, OR 97477
Dear Dave:
SUBJECT:
SITE PLAN TENT A TIVE #DRC2007-000003 BFD INVESTMENTS
17-02-30-00 TL 2105 OLYMPIC & 35TH STREET
Listed below are our comments for the above r"ferenced development proposal:
1, The proposed development is within the Springfield city limits and will receive water service from
the Springfield Utility Board (SUB).
2. The public water supply syst,m as shown on the plans does not meet the Springfield Utility Board
WaterDivisions Design Standards' and ,will not'be constructed, as shqwn., ,""'. p\ ; "; '-'0.'-"": '''.
3, All ne,y''Yater:system;facilities and modifications to water system facilities both,inside and
adjacent to:the proposed development shall be placed in street right-of-way at a location and depth
ofburythat'meets,the standards ofthe'sUB Water Division,
4, All water facility materials shall be to a standard that must meet SUB Water Division'
specifications,
5, All workmanship shall be performed to meet or exceed SUB Water Division construction
standards.
6, Size of waterline and other facilities, including water meters, must meet the needs of the SUB
Water Division and the long-range needs of the City. These needs include, but are not limited to,
meter location and access, sizes of water distribution and transmission lines, pumping facilities,
and communication lines.
7. Please ask the developer to contact the SUB Water Division for detailed information on the
materials and construction standards, detailed costs for installing SUB water facilities, and a
schedule of,coristruction, ,Construction expenses may be reduced with, good planning of required
watedacilitiesi 'goodti)1ling of facilities installation, and joiht,tren~h;opportunities..~, -:: . ;
8, All wat"r. meters will: be placed in public right-of-way at a location. identified by the developer:
Each lqt,or parcel musfhave'its own water service..' :, !~l']J li 'i~' :;t. r '::: Jr. "'),.:(.. '],":r.,"
Site Plan #DRC2007c000003
Olympic & 35"' Street
January 19, 2007
Page 2 of2
9. Water service facilities will be installed upon collection of developinent charges. Development
policies and charges identified in this letter are subject to change, Actual charges will be those in
effect at the time water service is requested,
10, Springfield has several wellhead protection areas, Ninety percent of Springfield's drinking water
comes from wells, In every instance, dire shall be taken to prevent groundwater contamination,
Contractors/developers/owners shall be responsible for the safe handling and storage of chemicals,
. petroleum products, fertilizers, and the prevention of groundwater and storm water runoff
. contamination,
Special requirements may be 'necessary for ground~ater'protection at this development. Contact
. Amy Chinitz at Springfield Utility Board Water Division fot, details at 726-2396,
II, Backflow prevention devices will be required for this project. Please contact Chuck Davis at726-
2396 prior to installing water service, Chuck can help in the selection of the most economical.
device and location, Water service will not be provided until a backflow plan has been submitted
to SUB Water Engineering and approved for installation,
PLEASE NOTE:
SUB development charges are paid"directly to SUB Water Division and
SUB Electric Division,
Sincerely,
Bart E, McKee, P,E,
Senior Civil Engineer - Water Division
BEM:mkm
cc: Will Akins, McKeniie Taylor Construction, 4660 Main St, Ste.150, Springfield OR 97478
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Ronald Rice PE, Geomax Inc, 806 N 9 Street, Cottage Grove OR 97424
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