HomeMy WebLinkAboutApplication APPLICANT 12/11/2008
:City of Springfield
Development Services Department
225 Fifth Street
Springfield, OR 97477
Land Division Tentative Plan
Partition, Subdivision
PRE-SUBMITTAL RECIO
DEe 11 'ZOOS
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Phone
(541) 741-0566
Fax: (same as phone)
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Phone
(541) 746-0637
Fax: (541) 746-0389
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Phone
(541) 741-0566
Fax: . (same as phone)
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500
Applicant Name: Dana Schulz
Icompany:
IAddress:
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IAPPlicant's Rep.: Stacy Salladay
Icompany:
IAddress:
,
I Property Owner: Dana and Barbara Schulz
I Company:
IAddress: 790 30th St., Springfield, OR 974n
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IASSESSOR'S MAP NO: 17-02-31-22
I 7"10 :3 <n1'I
Property Address:n,s 28th Street, Springfield, OR '1'1'17'6
ISize of Property: 5 Acres C8J Sauare Feet D
I Proposed Name of Subdivision: Tentative Partition for D-Bar & Co. Construction, Inc.
I .0. >"1!.,u,.,.; "",'___ ,I.-'9___
D-Bar & Company Construction, Inc.
790 30th St., Springfield, OR 9747'1>
_"'WI< _""
Branch En.gineerin.g, Inc.
310 5th St., Springfield, OR 97477
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I Description of If you are filling in this form by hand, please attach your proposal description to this application.
ProDosal: To divide lot into 3 oarcels
I Existing Use: Moving & Storare, Warehouse and Office Building
I Avg. Lot/Parcel
# of Lots/Parcels: 3 r>~_ 72,624
Si natures: Please si nand rint our name and date in the a
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~ OI<c..U\II. -Cl3J'bt - ':>?f..
. Associated Applications: ?;'WI~-C&)37(\)\Mfh. pall Signs:
jpre-sub Case No.: r\'t~ - ~ Date: tVt//r-fG' Reviewed by: ~
Icase No.: Date: Reviewed by:
IAPPlication Fee: $ ,~Lf-l,/.v I Technical Fee: $ - I Postage Fee: $ ~
ITOTAL FEES: $ 3Y--lo f!:2 PROJECT NUMBER: PCR )?~6-~(;,o
I . ,.'<Oro'""".......-"""..,,,,,...c'. - "~'.....'.-,w;,"';.,,;j..,;,,::~u,,>:.~.."'.:-.._;~
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Owner Signatures
This application form is used for both the required pre-submittal meeting and subsequent
complete application submittal. Owner signatures are required at both stages in the application
process. An application without the Owner's original ~ignature will not be accepted.
Pre-Submittal
Owner:
The undersigned acknowledges that the information in this application is correct and accura.te for scheduling of the
Pre- Submittal Meeting.
VP:~ L
--- "-
Signature
Date:
Dana Schulz
Print
Submittal
/ ~/ ::;-! 0 <:{
I represent this application to be complete for submittal to the City~ Consistent with the co'mpleteness check
performed on this application at the Pre-Submittal Meeting, I affirm the information identified by the City as
necessary for processing the application is provided herein or the information will not be provided if not otherwise
contained within the submittal, and the City may begin processing the application with the information as
submitted. This statement serves as written notice pursuant to the requirements of ORS 227.178 pertaining to a
complete application.
Owner:
Date:
Signature
Print
Revised 1{1{08 Molly Markarian
PRE-SUBMITTAL REC'O
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Land Division Tentative Submittal Requirements Checklist
NOTE:
. ALL of the following items MUST be submitted for BOTH Pre-Submitta,1 and Submittal.
. . If you feel an item on the list below does not apply to your specific application, please
state the reason why and attach the explanation to this form.
C8J
C8J
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Application Fee - refer to the Development Code Fee Schedule for the appropriate fee
calculation formula. A copy of the fee schedule is available at the Development Services
Department. Any applicable application, technology, and postage fees are collected at the
pre-submittal and submittal ~tages.
Land Division Tentative Application Form
Narrative explaining the purpose of the' proposed development, the existing use of the
property, and any additional information that may have a bearing in determining the
action to be taken.
Copy of the Deed
Copy of a Preliminary Title Report issued within the past 30 days documenting
ownership and listing all encumbrances.
Copy of the Land Division Plan Reduced to 8'h"x 11", which will be mailed as part of
the required neighboring property notification packet.
Right-of-Way Approach Permit Application provided where the property has frontage
on an Oregon Department of Transportation (ODOT) facility.
Three (3) Copies of the Stormwater Management System Study with Completed
Stormwater Scoping Sheet Attached - The plan, supporting calculations, and
documentation must be consistent with the Engineering Design Standards and Procedures
Manual.
Three (3) Copies of the Traffic Impact Study prepared by a Traffic Engineer in
accordance with SDC 4.2-105 AA. Traffic Impact Studies (TIS) allow the City to analyze
and evaluate the traffic impacts and mitigation of a development on the City's
transportation system. In general, a TIS must explain how the traffic from a given
development affects the transportation system in terms of safety, traffic operations,
access and mobility, and immediate and adjoining street systems. A TIS must also
address, if needed, City, metro plan and state land use and transportation policies and
objectives.
Seven (7) Copies of the Following Plan Sets for Pre-Submittal, OR
Eighteen (18) Copies of the FollowingPlan Sets for Submittal
C8J All of the following plans must include the scale appropriate to ,the area involved
and sufficient to show detail of the plan and related data, north arrow, and date of
preparation.
C8J All plan sets must be folded to 8'k' by 11" and bound by rubber bands.
a. Site Assessment of Existing Conditions PRE.gnn~mTTIU ,,~
C8J Prepared by an Oregon licensed Landscape Architect or Engineer DEe 11 2008
C8J Vicinity Map
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C8J The name, location, and dimensions of all existing site features including buildings,
curb cuts, trees, and impervious surface areas, clearly indicating what is remaining and
what is being removed. For existing structures to remain, also ind.icate present use
and required setbacks from proposed property lines.
C8J The name, location, dimensions, direction of flow and top of bank of all watercourses
and required riparian setback that are shown on the Water Quality Limited Watercourse
Map on file in the Development Services Department
C8J The 100-year floodplain and floodway boundaries on the site, as specified in the latest
adopted FEMA Flood Insurance Rate Maps or FEMA approved Letter of Map Amendment
. or Letter of Map Revision
C8J The Time of Travel Zones, as specified in SDC 3.3-200 and delineated on the Wellhead
Protection Areas Map on file in the Development Services Department
C8J Physical features including, but not limited to trees 5" in diameter or greater when
measured 4 V2 feet above the ground, significant clusters of trees ,and shrubs, riparian
areas, wetlands and rock outcroppings
C8J Soil types and water table information as mapped and specified in;;the Soils Survey of
Lane County. A Geotechnical Report prepared by an Engineer must be submitted
concurrently if the Soils Survey indiq3tes the proposed development area has unstable
soils and/or a high water table
b. Land Division Tentative Plan
C8J Prepared by an Oregon licensed Land Surveyor
C8J City boundaries, the Urban Growth Boundary, and any special service district
boundaries or railroad right-of-way which cross or abut the proposed land division
C8J Location and width of all existing and proposed easements on and abutting the
proposed land division
C8J Boundaries of entire area owned by the property owner, of which the proposed land
division is a part, as well as dimensions and size of each parcel and the approximate
dimensions of each building site indicating the top and toe of cut and fill slopes to scale
}I~ Location and type of existing and proposed street lighting, including type, height, and
area of illumination
C8J Location, widths, conditions, and names of all existing and proposed streets, alleys,
dedications or other right-of-ways within or adjacent to the proposed land division.
Proposed streets should also include approximate radius of curves and grades and
relationship to any projected streets as shown on the Metro Plan, 'TransPlan,
Conceptual Development Plan, or Conceptual Local Street Map.
[gJ Location of existing and required traffic control devices, fire hydrants, power poles,
transformers, neighborhood mailbox units and similar public facilities
[gJ Location and dimensions of existing and proposed driveways
[gJ Location of existing and proposed transit facilities
[gJ Location and width of all existing and proposed sidewalks, sidewalk ramps, pedestrian
access ways and bike trails
~prr Location, size and type of plantings and street trees in any re~t-~lffiMl~AL~lfC'D
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C8J Location and size of existing and proposed utilities on and adjacef)t to the site including
sanitary sewer mains, stormwater management systems, water mains, power, gas,
telephone, and cable TV. Indicate the proposed connection points
t--ljrn The locations of all areas to be d'edicated or reserved for public use, with the purpose,
condition or limitations of the reservations clearly indicated
~~Future Development Plan where phasing or large lots/parcels are proposed as specified
in SDC 5.12-120 E.
c. Stormwater Management Plan
C8J Prepared by an Oregon lic~nsed Civil Engineer
~\[1 Planting plan prepared by an Oregon licensed Landscape Architect where plants are
proposed as part of the stormwater management system
C8J Roof drainage patterns and discharge locations
C8J Pervious and impervious area drainage patterns
C8J The size and location of stormwater management systems components, including but
not limited to: drain lines, catc~ basins, dry wells and/or detentio8 ponds; stormwater
quality measures; and natural drainclgeways to be retained
C8J Existing and proposed spot elevations and contours lines drawn at 1 foot intervals (for
land with a slope over 10 percent, the contour lines may be at 5 foot intervals)
tJ ffir Amount of proposed cut and fill' . '
D Additional Materials That May be Required
IT IS THE APPLICANT'S RESPONSIBILITY TO DETERMINE IF ADDITIONAL
STANDARDS/APPLICATIONS APPLY TO THE PROPOSED DEVELOPMENT. THE
APPLICANT SHOULD CONSIDER UTILIZING PRE-DEVELOPMENT MEETINGS AS
DISCUSSED IN SDC 5.1-120:
D Proposed deed restrictions and a draft of any Homeowner's Association Agreement
D Additional plans and documentation for submittal of a Cluster Subdivision proposal
as specified in SDC 3.2-230
D Riparian Area Protection Report fgr properties located within 150 feet of the top of
bank of any Water Quality Limited Watercourses (WQLW) or within 100 feet of the
top of bank of any direct tributaries of WQLW
C8J A Geotechnical Report prepared by an engineer must be submitted concurrently if
there are unstable soils and/or a high water table present
C8J Where the development area is within an overlay district, address the
additional standards of the overlay district
D If five or more trees are proposed to be removed, a Tree Felling Permit as specified
in SDC 5.19-100
C8J A wetland delineation approved by the Oregon Division of State Lands must be
submitted concurrently where there is a wetland on the property
C8J Any required federal or state permit must be submitted concurrently or evidence
the permit application has been submitted for review PRE.SUBMITTAL REC'D
D Where any grading, filling or excavating 'is proposed with the develD&W1t1 ~~d
and Drainage Alteration permit must be submitted prior to development
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D Where applicable, anyDiscretionary Use or Variance as specified in SDC 5.9-100
and 5.21-100.
D An Annexation application, as specified in SDC 5.7-100, where a development is
proposed outside of the city limits but within the City's urban service area and can
be served by sanitary sewer
D All public improvements proposed to be installed and to include the approximate
time of installation and method offinancing
PRE.SUBMITTAL REC'O
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'--1.1 i OF ~.:'..JNG...t.......D
VICIr,1.I i MAP
.: '...u:..008-00073
790 30th Street
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Map 17-02-31-22
Tax Lot 500
North
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PRE.SUBMITTAL REC'O
DEe 1 1 2008
. 225 Fifth Street.
Springfield, Oregon 97477
541-726-3759 Phone
RECEIPT #:
.'ty of Springfield Official Receipt
oevelopmentiServices Department
Public Works Department
3200800000000000786
Date: 12/11/2008
Job/Jouro,,1 Number Description
PRE2008-00073 CTY Partition Tentative Plan
Payments:
Type of Payment
Check
cReceintJ
Paid By
D-BAR AND COMPANY
CONSTRUCTION
Item Total:
Check Number Authorization
Received By Batch Number Number How Received
tj
1999
I n Person
Payment Total:
PRE.SUBMITrAL REC'O
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Page I of I
3:IS:22PM
Amount Due
346,00
$346.00
Amount Paid
$346,00
$346.00
12/1112008
R<corded Bllbe request 0'
afIer recording. return to:
Ilnmcb Engineering Ine.
310 Fifth Street
Springfield, OR 974n .
fO~vlslon of ~_..ef Deputy Clerk 2M1.^1^12~"
lane County D..d. and Record. UU U U g
1111111111111111111'1"1'1 Irlllll' 1111111 1111111 $61.00
009497113200701' , 261070 '76 1011112007 II :23:56 AM
RPR-ES"T Cnt:2 Stn:l13 CASHIER 06
$13.00 $313.00 $10.00 $11.00
EASE~m,_.. GRANT AND TERMINATION AGREEMENT
I
BETWEEN:
Dana R. Schulz and Barbara A. Schulz
(Schulz)
AND:
Hyland Business Park, LLC.
an Oregon limited liability company
(Hyland)
EFFECTIVE
DATE:
The latest date this agreement is signed by the parties.
RECITALS
A. Schulz is the owner of the real r.w..-.j described on attached EUlblt A (Schulz
Property.) ,
B. Hyland is the owner of the fonowing real r,wr-nj (Hyland I ....._.,~;
Tracts "An and "B", JEFF PARKER SUBDMSION, as filed and recorded
September 9, 2002, Reception No. 2002-069738. Official Records
of Lane County, ~gon. '
C. Tract A is cwrentJy burdened with a 6O-foot easement for roadway along its easterly line,
as created by a documCJIt recorded August 6, 1945, Book 293, Page 606 and 607 (Existing
Easement). lbe Existing Easement is appl... ~~ to and benefits the Schulz r o. r ~ ;j.
D. Schulz and Hyland desire to terminate the Existing Easement and create a new easement
over the portiOn of the Hyland Property described in attachcld Exhibit B and shown on attached
Exhibit C (New Easement Area). However, t_~_ governmenlal-rr... ~ have not yet been
obtained to construct 8CCeSS to Commercial Street at the location of the New Easement Area,
termination of the Existing Basement and creation of an access easement in the New E"",_"",__;
Area needs to be conditioned upon obtaining such ">'ro w'" .Js. '
Easement Grand and TenniIiation Agreement- I
PRE-SUBMITIAl RECID
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AGREJ:MENT
1. Grant of New Easement. Subject to the Approval Condition (defined in paragraph 3),
Hyland hereby grants a r-.r.....lal, nonexclusive easement for the benefit of the Schulz F...r-_j,
over and across the New Easement Area on the Hyland Property (New Easement).
2. Tel'}lli!1ation of Exlstl'!ll Easement. Subject to the Approval Condition, Schulz
te""i...."'S the EXisting Easement. .
3. Ann~ Condition. The granting of the New Ea..~_~_; and termination of the Existing
Ea..____l are subject to and conditioned upon Schulz obtaining all permits and other approvals
which Schulz J.:.,....Jnes are .,......~r.:m: and necesssry for consIruction of an access road within
the New Easement Area and c_--.-.::-8 the Schulz r'''r~.;j to Commercial Street, as shown on
Exhibit C (Arrw."ICondition). When Schulz has determined that the Approval Condition has
been satisfied, Scliulz and Hyland, or their. suc_~.. in title, shall execute and record a
document confirming removal of the Ar... .."..I Condition and the unconditional grant of the New
Easement and tennination of the Existing Easement. If such a document is not signed and
recorded within one year after the effective date of this agreement, this agreement shall be void.
4. ~ of New Easement. The "-r'~' of the New {'JI"""""1It is to provide access,
including both ingress and egress, over the across and New Easement Area to Commercial Street
and for the installation ofuti1ities for the benefit of the SchuIzF.......:i.
s. mL" ,,,ent of~. Schu1i sball be '~r.~ible fur c.~:'_.::OD of a roadway
. within the New Easement Area, to City of Springfield standards and requirements.
6,. Jlvland'. Use. Hyland shall have ,the right, forthe'benefit of the Hyland r. 'r":, , to use
. the roadway constructed by Schulz within the New 1I......ent Area and to install utilities in the
New Easement Area.
7. Maintelllllla!. The roadway constnJcted by Schulz within the New Easement Area shall
be maintained by Schulz and Hyland in r..r..::on to use by the Schulz r '.r~../and the Hyland
I..'r....;; provided any ll.mAgI' caused to the' roadway by either party, or their '~r...::.'e
employees. agents, contractors, occupmts or inviIIles, shall be repaired by thlIt party.
8.. New E~ment Run. '\Vitb Itan.d. The New Easement shall be appurtenant to the
Schulz l".r";J, shall nmwith the land, sball be binding upon Hyland and Hyland's successors
and assigns, and sha1I inure to the benefit of Schulz and Schulz's heiIs, r''''.....a1.............;'''::".."
successors and assigns, including successors in :..~~:'to title to the Schulz F. .r'" ..,'.
9. AttarD..... Fees. In any proc--e-ling to enforce or interpret this agreement, the prevailing
party shall be entitled to recover from the losing party reasonable attorney fees, costs, and
expenses incurred by the prevailing party befure and at any trial, ~ ~ :"~::..a, bankrupfi:y, or other
r.----.:ing and in any appeal or review;
10. ,Modiflratl$ln. No modification of this agreement shall be valid unless it is in writing and
is signed by all of the parties.
Easement Grand and Termin.tiou Agreement - 2
PRE-SUBMIllAL REC'D
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11. ' J.,',"", lion. the agreement is the entire agreement of the parties, There are no
promises, terms, conditions; or obligations other than those contained in this agreement. This
agreement shall supersede all prior communications. .~........._;..jons, and agreements, oral or
written. of the parties.
U. Intet'" ., ,', , The paragraph headings are for the convenience of the reader only and
are not intend...! to act as a limitation on the scope or meaning of the paragraphs themselves. This
agreement shall not be construed against the, drafting party. '
'13. lieverabilitv. The invalidity of !lilY term or provision of this agreement shall not affect
the validity of any other provision.
14. Waiver. Waiver by any party of strict performsnce of any provision of this agreement
, shall not be a waiver of or prejuc)ice any party's right to require strict performance of the same
provision in the future or of any other provision.
,
15. Goverpim! Law. 1bis agreement sba1l be :....;...r. ''" l and enforced according to the laws
of the state of Oregon.
16. Coon~___~':'. This agreement may be executed in multiple co~..,..,...,... each ofwhicb
. shall constitote one agreement, ,even though all parties do not sign the same counterpart.
17. Exhibits. All exhibits .~:e....J to in this agreement are in~"..._.~,,,J by .,~'.....~llC.
1&~.
Bafbara A. Schulz
Hyland
Hyland Business Park, 1LC
Bv~~
Member G-'
(notaIy acknowledgements on following page)
Easement Grand and Termination Agreement - 3
PRE-SUBMITIAl REC'O
DEe 11 Z008
STATEOF~~
COuntyOfCI'^6 '
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) SS
)
This instrument was acknowledged before me on this
2007 by Dana R. Schulz and Barbara A. Schulz.
. '
t(J~ day of nA-
,----_......_--------' ----,-,',
. 'OFFICIAL SEAL 9
" .. BECKY L ATHERTON !
" . NOTARY PUBUC-QAEGON I
COMMISSION NO_ 417497 i
," a"';.~O~~I;S~O~~~_:g~}~!J-J
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Notary Public--State of 6Y~
STATE OF OREGON .)
)SS
County of Lane )
, This instrum1J!t ~ ac~~tedgqd before me on this ---1/ day Of.fl/Ja;.JLJ .
2007 by --IJI'III{}AJ~(l1I.-{/as member of Hyland Business Park, lLC.
~8EAL -
... MffOAI1M "
IlOrARY PU8UC.0IlEG0II -
COMl i'~'~l'. c....
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;;;}jf.1I!J;"'vt/IL-~
Publio-State of Oregon
Easement Grand and Termination Agreem,ent - 4
PRE-SUBMITTAL REC'O ,
DEe 1 1 ZOOS
EAnu..... "A"
. Schulz I\-r~" oJ'
BegInning at the Interseotlon at the North llne otthe J. C. Certer Oonatlon Land Clslr/l No. 68,'
Notlflcellon No. 7488, In TownshIp 17 South, RlII1lJe 2 West of the W11lamattB Merkt/an, wIfh
the Eeet line of tharlght-ohvey of ths Wendllng'llranch of the-'Southem Paolflo Railroad;
. thence Scuth 811. 38' Eest 6ee feet; thence South 0.21' Weat 300 feet; thenee North 72. .
39' Weat 68.6 feet; thence North 63. 60' West 10S.9 tuet; thence North 720 46' Weat
101U6taet; thanca South 770 28'Wsat 102.7faeti thlinea South 80. 69' 30. Willi! 203.93
feet;rhenoB Narth 0.22' Esst 258 tset Ilt,tht Plaoe at BelllMlng, In L8/l8 County; Orallon;
ALSO:' Beginning at a PoInt In the South Dne otDonetlon Land f;lalm No. BO, 891.37 feet East
, of the Southwest oomer of aald OO/1atJon Land Claim, aaJd point a1ao baing In the SoUlherly'
line of the /ani! de8llr/5ed In deed ~om WeYem88uaar Tfmbiw Company fa Southem'pacltlo
Company .dated. Novembar 26, 1963, TSCQrded'on Rael No. 37-1540, May 4, 1964, Lane
" County Oregon Deed fleoorda} 'thence North ,. 47' 30" Eut. cotJtlnu!ng along .alil Southarty " "
Jlde, '1 0.38 feet to e ,polrit; thanee NorthwestsrlV, IlOOtlnulnlJ along Bald Southerly line, on s
ourve to the rlllht having e radIus ot 748.~feet (tangent to aeld curve beers North.72. 58"
. 53..West andohord ofssld',oUMI beare North'59. 62' 31" WlIlIt 3311.48 feetl'and 8l'O
dlst~a of 341.::i0 Teat to: a poInt: thance Easterly, along e line 1:onoenll'lo wllh lllld d1atirit
20 feet R)aaeu{ed radIally from 'the looated oenillr line of the Wve traok on a curve to.the right
havlAg.a rridlus of 317.S4feet It!lngsnt!lteakl curve beara North 890 1il"67"Eaat end chord
of ssld em bears South 78040' 03. East 331.31 teetl an aro distance of 348.68faet to
.. point; thence South 470 12' 03. Eailt76.11 fest to a point; thence Sou.theastarlyem a
cUNe to the laft having a.radlua of 357 .34feat(tengent to ",Id OutYlI at lait'mentJoned point
1n leat dBllCllbed course and oh9rd otsektCUMl tlaa1:B Si1U1h 48 0 07' 04- E8st 11 .44 flllltl an.
. Bro.dlstBt1ce of 1,1.44 feet to a point; thence South 1. 47' 30"'WBft59.62feet'to l!I polnt In
the South IIna of Donetlon Land C1erm'No. 80; tflanca North 88006"38" Wost. a'OIl9 eald
Soulh line of DonBllon Land C1abll No, 80,94.22 feat to the Point of Beglnnlng,In Lane
. County, Oragon;. . " .
. ,
. ALSOl. Beglnnlng '" the' Po!nl of IntB~t1on of 1he South line of sald DoostIon Land aalm
No. ao wllt1 the Eestei!.y.llne. ot a strip of.land 100 filet to width conveyed by Pressley'
Comegys i1nd wife to Southern Paolflo COnlp.sriy by e desd dstad Aogust 22, 1899, and
reoarded In Book 4-7, Page 4DS, Lane County Orogori ~d Reoorcfa, eald Polot Of Belilnn1ng
balflg 120..00 faet 'Eaat of the Southwest comer of eakl, Donetlon Land ,Claim; thenoe 80uth
S8. Oil' 3U" Eeat sIonilsald South line for, e1lliJt8ncs of 471.4feat;'m~ or IBSB, to a Iron...
pipe at the Sout!lell!it.oomer of'seld trsct c.cimieyad to thel!rantor h8nlIn'by said diad dllted. '.
FebnJary ,io, 1947;lhenoa North ,0 47',30~ East along the ElISt Ilns of said last meJ1'1lonlld .
, tRIOtforadleta{ICeof,10.35feettoapolRtwh1ch,1s 30 feat SoIl$ws818r1y,mallBursd rlldleDYi
from the center line of the eldstlr1g reBroad, $ald point baing 1hlI P.olnt of tangency of a 748:34
,', foolrsdhUl,!U7\Ie,wllh alJnebsar"!I1Hor1h72044'li3"Waat;~NosthwHt8/ly8lJlllg",,1d
curve to the right (1ha cllord.ot I!a{d cUIVBbeara North 48. 31 '00. West812.60 feet) paranel
to the oenter line of ~ald railroad for In 8J'C.dllltanca of 831.25 feet. to a point on ths Eaatllrly.
. 1lne of SoWham Pliolflc -COmpany's said strlp;'lhaRoeSoiJlti 1" 47' 30' .West slong said ~
E;al!t8rly.llne for B d1stllr\l:B. of 400.65 feel, more ar IS88, to ,the Point of n "1.. .,: ,,,,.:In Lans '
, County, bragoR; . __ " . . " .
EXCEPTING THEREFROM: Beglrlnlng at ~n frOn pipe et the pofllt o.t 1n18",oo*n of the South
line of Donallon land Clelm No. 80 with the E89tBtly line of a etrlp of land 100 faat In width
oonveyed by Pressley ComegyS and wile to Southsf!1 Pacific Company by dead dated August
. 22, 1899 and recarded In Book 47, Peg" 498, Lane ,COlJnty Oregon Deed Racorde;' thence
North 10 47' 30' Eaet 400;86 feet toa point lI)"tha Southerly line of the land descrlbed In '
deed from Weyert1seussr Tlmbsr Compilny to' Southem Paclflo Company deted Novenibar 26, '
. : 1963, recorded on ReaI3NI4D, May 4, 1984, lane County Oregon Deed Racords;'thance
: ,So\l~e8forfr, 'elong /I line concentric wlll1. and distant 30 feat m"sBtlrBd l'lIdllJ/ly frOm tfje
orlglna! located center.tlne, on il curvs to the (sft having e radius of 748.34 feet (tengent to
. said CUNs beers South 24. 09' 33' East and chord of eald curve been South 360 09' 33"
. 'ESIIt 286:57 feet) and aro dlstanoe of 290.401sst to e paint; thenes Southwssterlyon e cUrve
to the lalt hevlng a redlus of 314,34 feet ,t8ngent to saId OUIYe bswe South 89. 52' 00'
West and chord at Bald OUMI bears South 47.21' 49" West 242.91 faatl an arc distance of
249.27 fsst to the'Polnt of B!llI.lnnlng, In Lane County, Oregon.
, Easement Gmnd and.Termination Agreement _ $
PRE-SUBMITTAL REC'O
DEe 11 zoos
, .
r.1UllDII "B"
Description of New Easement Area.
SITUATED in the City of Springfield, L8ne County, State of Oregon in the Northwest
114 of Section 31 in Township 17 South, Range 2 West of the Willamette Meridian iUJd
described as follows: . ,
..o4U IG cOntiguous portions of Tracts "A" and "B" of the Jeff Parker Subdivision as
platted and recorded September 10, 2002 in the Plat Recolds of Lane County, State of
Oregon; the perimeter of said portions being more particularly described as follows:
BEGul!I....G at the southwest w~... of said Tract "B" as said point lies on the
nOrthwest maIgin of the transition L..;,..""'.... Commercial Street and 30th Street as said
comer and streets are shown on said plat; J.J1.Il.uI\...r" leaving said POINT OF
BE~"," ,...,,G and along said northwest margin and southeast line of said"Tract "A",
along a curve to the left, baving a radius center that bears sourn 340 58'06" EAST
230.00 FEET, a central angle of 060 13' 25" and a long chord of SOUTII 510 55' 11"
WEST 24.97 FEET, an arc length of 24.98 FEET to a point of non-tangent line;
THENCE, crossing said Tract "A", NORm 240 04' 22" WEST 82.62 FEET to a point
on the north line ,of said Tract" A";TBENCE, along said north line, SOUTH 730 00' SO"
EAST 55.78 FEET to the most northeasterly comer of Tract "A" as said comer lies on
the west line of aforesaid Tract "B"; uu,HCE, along said west line of Tract "B",
NORm 000 00' 50" WEST 84.00 FEET to a point; IW!.l;\...r" perpendicular to last said
west line and crossing into said Tract "B", NORm 890 59' 10" EAST 22.00 FEET to a
point on a line that, lies parallel with and 22.00 feet easterly, by perpendicular
measurement, from said west line. of TriJct "B"; J.W!.l~\..J!., along said para1Iel line,
SOUTH 000 00' 50" EAST 89.27 FEET to a point on a line that lies parallel with and
, 60.00 feet noIC........;...:y, by perpendicular. measurement ,from aforecalled COUISe that has
a bearing of North 240 04' 22" West; IDJ.!,H\..J!., leaving said point and along last said
para1Ielline, SOUTII 240 04' 22" EAST 22.14 FEET to a point of non-tangent curvB1ure
to the left that lies on the aforesaid north margin of the transition between Commercial
Street and 30th Street; and THENCE, alOng said north margin and curve.to the left,
baving a radius center that bears Sourn 250 59' 31" EAST 230.00 FEET, a central ailgle
of 080 58' 35" and a long chord of sourn 590 31' II" WEST 36.00 J.' ~~ J, an arc length
of 36.03 FEET RETURNING to the P........,A OF BEG...,.I...,G and CONTAINING
4,928 Square Feet (0.1 I acres) more or less.
od-obe;- '~?t:Jf77
, REGHnERED 1
PROFESSIONAL,
lANp SURVEYOR
~& /,' .
OAEd& )
JULY 20... 1993
REXA DElZ
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Easement Grand and Termination Agreement - 6
PRE-SUBMITIAL RECIO
DEe 1 1 2008
~OL, 'H'1'LANO PRof'ERTi'
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PRO..~IONAL
LA!lP SURVEYOR
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JULY 20. 1993
REXA. BETZ
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Diagram of New Easement Area
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a.tlV< J DELTA I RADlUS} ARC I ""'" atl>lD
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Easement Grand and Termination Agreement - 7
.. .
PRE~SUBMITTAL REC'O
DEe 11 zooa
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17-02.31-22-00500,1700,2001.4900
Me 11920, 119329, 119360,1692688
RecORDING REQUESTED B~
FIOEUTY NAllONAl TmE COMPANY Of OREGON
, AFTER RECORDING RETURN TV
I;lDEUTY NATIO ~AL liTLE INSURANCE
COMPAI VOFOREGON
BOO WIW ~ETTE ST., 1/500
EUGE IE; OR 97401
GRANTOR'S NAME I
Peter J. Kryl. Milke Y. Kryt. Peter J. Kryf as Custodian
for Renee Liana Kryl. Minor and Pavel Kryl
GRANTEE'S NAME
Dana R. Schulz and Barbara Schulz
SEND TAX srA.TEMENTS To:
Mr. and Mrs. Dana R. Schulz
79540 Baya St, .
la Quinta. CA 92253
,
2OO~6m
Illmllll ~11II~1II1111111111"lIIlmtll~111 $41.00
BIIIl991e i20068026813004B11142 04/19/2006 02:55:58 PI\
RPR-DEED Cnl=l S\nd c:ASHIER 02
$20.00 SlI.OO S10.00
I
Dlvlolon .f Chlaf Deputy Clerk
L.... Coun\y Daods ami Records
AFTER RECORDING RETURN TO:.
Mr. and MIs. Dana R. Schulz
::it'A\.OC AQUVC I nl::i LINC~" I'lc...-ur\l.Jcn ~ U~~
STATUTORY WARRANTY DEED
PETER J. KRVL. MtRKA V. Kiln. PETER J.KRVL AS CUSTODIAN FOR RENEE UANA KRVL. A MINOR AND PAVEL
KRYl, Grantor. conveys and warranw to '
Dana R. Schulz and Batbar~SchuJz.; as tenantS by the entirety
Grantee. the following described real property,free and clear of encumbrances except as specificaJJv set forth'below,
situated in the County of Lane, State of Oregon,
SEE EXHIBtT ONE ATTACHEO HERETO AND MADE APART HEREOF,
Subject to and excepting:
Covenants. conditions. restrictions. easements, agreements of record.
BEFORE StGNING OR ACCEPTtNG THtS INStRUMENT~ THE PERSON TRANSFERRING FEE TITLE SHOULD INQUIRE
ABOUT THE PERSON'S RIGHTS. IF ANV, UNDER CHAPTER I, OREGON LAWS 2005 (BALLOT MEASURE 37 (200411,
THIS INSTRUMENT DOES NOT ALLOW USE OF THE FROPERTY DESCRIBED tN THIS INSTRUMENT IN VIOLATION
OF APPLICABLE LAND USE LAWS AND REGULA nONS, BEFORE SIGNING OR ACCEPTING THIS INSTRUMENT, THE
PERSON ACOUIRING FEE TITLE TO THE PROPERTY SHOULD CHECK WITH THE APPROPRIATE CITY OR COUNTY
PLANNING DEPARTMENT TO VERIFY APPROVED USES, TO DETERMINE ANY LIMITS ON LAWSUtTS AGAINST
FARMING OR FOREST PRACTICES AS DEFINED IN ORS 30,930 AND TO tNOUIRE ABOUT THE RIGHTS OF
NEIGHBORING PROPERTY OWNERS, IF ANY. UNDER CHAPTER ,. OREGON LAWS 2005 (BALLOT MEASURE'37
(200411, :' P) k /C..L-lA
, ", 1,-;)..<tS;8'OO.O\l h. '1:k.. I'k"J.\6!'
THE TRUE ANO ACTUAL CONStDERATION FOR THIS CONVEYANCE IS n]~i,999.99' (S.e ORS 93.0301 .
'THE TRUE CONSIDERATION FOR THIS CONVEYANCE IS PURSUANT TO AN IRe TAX DEFERRED EXCHANGE ON
BEHALF OF THE GRANTEE AND THE GRANTOR
DATED: March 31, 2006
rtJ:-;; h/
Pal.r j, Kl'i-i. I
,
~,(k!:-Lh...~)t.(J }Poll
Mirka Y. Kryl by fJtlter J.J(.ryl, POA: .. r .
Pe/L. ') 'Vl ~ t....~A;. 10" /4",.. L
Peter J. KI'\-I; Custodian for J J "- t2
Renee Liana Kryl, a minor ~ - ~
p~K~~~.rf.tr.~cf;.fl PO#-
STATE OF OREGON
COUNTY OF I ANt
This instrument was acknowledged before me on
Aon \ ,q. 2CO(P
" PRE-SUBMITTAL REC'O
DEe 11 zoos
by PETER J. KRYl. Mirke Y. Krvl by Peter J. KryI.POA:
PAter J. Krvl. Custodian for Renee Liana Krv!. minor and
Paval Krvl b'i ~~l. POA
NOT'RY~OR OREGON
MY COMMISSION EXPIRES:
_ tmClAlSEAl
SSTEELE
. . _-' NOTARYPUBUC-OREGON
COMMISSlON NO. 37061&
M'i CQIAOSSKIN EXPIRES AUG.. 3Q, 2D01
FOAD.313 (Rev 2J96J
loswde~.wpd}112..()51
STATUTORY WAARANTY.OEEO
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Order No. 02-108987.46
PRE-SUBMIlTAl REC'O
DEe 11 2008
EXHI,BIT "ONE"
PARCEL 1: .
Beginning at the intersection of the North line of the J. C, Carter Donation Land Claim No. 58,
Notification No. 7485, in Township 17 South, Range 2 West of the Willamette Meridian, with
the East line of the right-of-way of the Wendling Branch of the Southern Pacific Railroad;
thence South 890 38' East 566 feet; thence South 00 21' West 300 feet; thence North 72 0
39' West 68.6 feet; thence North 630 50' West 108.9 feet; thence North 72045' West
105.85 feet; thence South 770 28' West 102.7 feet; thence South 800 59' 30" West 203.93
feet; thence North 00 22' East 258feet to the Place of Beginning, in Lane County, Oregon;
, ,
ALSO: Beginning at a Point in the South line of Donation Land Claim No. 80;591.37feet East
of the Southwest corner of said Donation,Land Claim, said point also being in the Southerly
line of,the land described in deed from Weyerhaeuser Timber Company to Southern Pacific
Company dated November 25, 1953, recorded on Reel No. 37-54D, May 4, 1954, Lane
County Oregon Deed Records; thenc:e North 10 47' 30" East, continuing along said Southerly
line, 10.35 feet to a point; thence NorthVl!esterly, continuing along said Southerly line, on a
curve to the right having a radius ot746.34 feet (tangent to said curve bears North 720 58'
53" West and chord of said curve bears North 590 52' 31" West 338.48 feet) and arc
distance of 341.30 feet to a point; thence Easterly, along a line concentric'with and distant.
20 feet measured radially'from the located center line of the wye track on a curve to the right
having a radius of 317 .34feet (tangent to said curve bears North 690 51' 57" East and chord
of said curve bears South 780 40' 03" East 331.31 feet) an arc distance of 348,56 feet to
a point; thence South 470 12' 03" East 75,11 feet to a point; thence Southeasterly on a
curve to the left having a radius of 357.34 feet (tangent to said curve at last mentioned point
in last described course and chord of said curve bears South 480 07' 04" East 11.44 feet) an
arc distance of 11.44feet to a point; thence South 1047' 30" West 59.62 feet to'a point in
the South line of Donation Land Claim No. so; thence North BSo 05'36" West, along said
South line of Donation Land ,Claim No. BO, 94.22 feet to the Point of Beginning, in Lane
County, Oregon; . :
ALSO: Beginning at the Point of intersection of the South line of said Donation Land Claim
No. SO with the Easterly line of a strip of land 100 feet to width conveyed by Pressley
Comegys and wife to Southern Pacific Company by a deed dated Augu~t 22, lS99, and
recorded in Book 47, Page 498, Lane County Oregon Deed Records, said Point of Beginning
being 120.00 feet East of the Southwest corner of said Donation Land Claim; thence South
SSO 05' 36" East elong said South',line for a distance of 471.4 feet, moreor less, to a iron
pipe at the Southeast corner of said tract conveyed to the Grantor herein by said deed dated
February 20, 1947; thence North P 47"30" East along the East line of said last mentioned
tract for a distance of 10.35 feet to a point which is 30 feet Southwesterly, measured radially,
from the center line of the existing railroad, said point being the point of tangency of a 746.34
foot radius curve with a line bearing ,1II0rth 72044' 53" West; thence Northwesterly along said
curve to the right (the chord of said curve bears North 4S 0 31' 00" West 612,60 feet) parallel
to the center line of said railroad for,'an arc distance.of 631.25 feet, to a point on the Easterly
line of Southern Pacific Company's said. strip; thence South 1 0 47' 30"' West along said
Easterly line for a distance of 400.65 feet, more or less, to the Point of Beginning, in Lane
County, Oregon; ,
EXCEPTING THEREFROM: Beginning at an iron pipe at the point of intersection of the South,
line of Donation Land Claim No. SO,'with the Easterly line of a strip of land 100 feet in width
conveyed by Pressley Comegys and wife to Southern Pacific Company by deed dated August
22, 1899 and recorded in Book 47, Page 49B, Lane County Oregon Deed Records; thence
North 1047' 30" East 400.65 feet to a point in the Southerly line of the land described in
deed from Weyerhaeuser Timber Company to Southern Pacific Company dated November 25,
1953, recorded on Reel 37-54D, May 4, 1954, Lane County Oregon Deed Records; thence
Southeasterly, along a line concentric with and distant 30 feet measured radially from the
I' ., .,'
t
Order No. 02-108987-46
original located center line, on a curve to the left having a radius of 746.34 feet (tangent to
said curve bears South 24009' 33" East and chord of said curve bears South 350 09' 33"
East 288.57feet) and arc distance 01290.40 feet to a point; thence Southwesterly on a curve
to the left having a radius of 314.34 feet (tangent to said curve bears South 69052' 00"
West and chord of said curve bears South 470 21' 49" West 242.91 feet) an arc distanl~ ~f'ITI'^ll REC'O
249.27 feet to the Point of Beginning, in Lane County, Oregon. . PRE-SuBIVI f'\
, .
PARCEL 2:
DEe 11l00S
Beginning at a Point in the center of 'County Road No. 221, said point being on the West line
of the J. C. Carter Donation Land Claim No. 58, Township 17 South, Range 2 West of the
Willamette Meridian, 3176.3 feet North 00 OS' East from the intersection of'the North line of
the McKenzie Highway with the West line of said Donation Land Claim; running thence South
89044' East 340 feet to the West right-of-way line of the Wendling Branct1 of the Southern
Pacific Railroad; thence South 00 OS' West along said right-of-way line 125 feet; thence North
89044' West 25 feet; thence North 00 OS' East 100 feet; thence North 890 44' West 315
feet to the center of said County Road; thence North 00 05' East 25 feet to the Place of
Beginning, in Lane County, Oregon;:
EXCEPTING that portion described in that deed to the City of Springfield, recorded March 15,
1961, Reception No, 26150, Lane County Oregon Deed Records.
PARCEL 3:
Beginning at a Point 260.0 feet South 890 44' East of a point in center of 28th Street in
Springfield 3151.5 feet North 00 OS' East from the intersection of the North line of the
McKenzie Highway with the West line of the J. C. Carter Donation Land Claim No. 58,
Township 17 South, Range 2 West of the Willamette Meridian, running from said beginning
point South 89 044' East 14.0 feet; thence South 0005' West 100.0 feet; thence North 8go
44' West 14.0 feet; thence, North 00 05' East 100.0 feet to the Point of Beginning, in Lane
County, Oregon;
ALSO: Beginning at a Point 260.0 feet South 89044' East of a point in center of 28th Street
in Springfield 3151.5 feet North 00 OS' East from the intersection of the North line of the
McKenzie Highway with the West line of the J. C. Carter Donation Land Claim No. 58,
Township 17 South, Range 2 West of the Willamette Meridian, running from said beginning
point South 0005' West 100.0 feet; thence North 890 44' West 110.0 feet; thence North
0005' East 100.0 feet; thence South 890 44' East 110.!) feet to the Point of Beginning, in
Lane County, Oregon.' .
Parcel 4:
60 foot easement for roadway as created by document recorded August 6,1945, Book 293,
Page 606 & 607, along the easterly;' line of the following described property:
Tract A, JEFF PARKER SUBDIVISION. as filed and recorded September 9, 2002, Reception
No. 2002-069738,Official Records:of Lane County, Oregon.
Parcel 5:
Easement for access, ingress, egress, improvement and maintenanc,e as created by document
recorded March 30, 2006, Reception No. 2006-021596, Official Records!'of Lane County,
Oregon, described as follows: '
Beginning at the Southwest corner of Tract "B" of the JEFF PARKER SUBDIVISION, as platted
and recorded in Reception Number 2002-069738,Lane County Oregon Deed Records, and as
shown in Lane County Survey File Number '37695, said point being on the Northerly right of
way of Commercial Street, said point also being 30.00 feet from, when measured at right
angles to, the centerline of said COll}mercial Street; thence following along the North right of
.
~
Order No. 02-10898746
way of said Commercial Street, along the arc'of a 230.00 foot radius curve'~to the right, an
arc length of 65.94feet (the chord of which bears North 630 14' 28" East 65.72 feet); thence
leaving said North right of way and running North 21 002' 14" West 66.98 feet to a point of
curvature; thence following along a 100.00 foot radius curve to the right, an arc length of
36.69 feet (the long chord of which bears North 100 31' 32" West 36.49 feet to a point of
tangency; thence following along a line parallel with and 28.00 foot offset from the Westerly
boundary of said Tract "B", North 000 00' 50. West 62.03 feet; thence leaving said parallel
line, South 89059' 10" West 28.00 feet to a point on the Westerly boundary of said Tract
"B"; thence following along the Westerly boundary of said Tract "B" South 00000' 50. East
190.00 feet to the Point of Beginning, all within said Tract "B", Section 3.~, Township 17
South, Range 2 West of the Willamette Meridian, Lane County, Oregon.
PRE~SUBMITTAL REC'D
DEe 11 2008
...,..,1
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FIdelity National Title Company or Oil...... ,I,:.
4710 ViDllOo PIOZlI Lo.. 5u~. 160" Eugono, Ofl 97401
(5411 68409960 ! FAX (5411 684-0198
.......
REPORT
ESCROW OFFICER:
TITLE OFFICER: Londa Mlnyan:l
ORDER NO,:02-1089B7-46. H
, A.", ."d
TO:
, , Stal:Y
ATTN: Branch I::nglneering
OWNERISELLER: ___ ,
BUYER/BORROWER: -
PROPERTY ADDRESS: 1350 28th Street 81 two vacant Jots, Springfield, OR 97477
'. - - .~. - -- .
-------- - - --
EFFECTIVE DATE: Iie"embe~ '3'; 2008 at 8 a.m.
1.
__~_..._...__,___._ -...,---....- -.__1____....._ __.
R.....~ fo~ surveying purposes
,--- - --_. -- -
(r' .'
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2. THE eSTATE OR INTEREST IN THE ,LAND HEREINAFTER DESCRIBED OR REFERRED
TO COVERED BY THIS REPORT IS: .
A FEE BlI to Porcellsl 1,2 & 3;
AN EASEMENT more fully described llelOw as to Percof 4 & 5
3. TITLE TO SAID ESTATE OR INTEREST AT THE DATE HEREOF IS VESTED IN:
Dana R. S.mul% and Barbare A. Schulz, as tenllntS by the entiretY
4. THE lAND REFERRED TO IN nl1s REPORT IS SITUATED. IN THE CITY OF
SPRINGFIELD, IN THE COUNTY OF LANE, STATE OF OREGON, AND IS DESCRIBED
AS FOLLOWS:
SEE EXHIBIT .ONE" ATTACHED HERETO AND MADE A PART HEflEO~
lM\LM 04/02/2007
PRE-SUBMITTAl RECIO
"
DEe 11 2008
1
Order No. 02-108987.46
EXHIBIT .ONE"
PARCEL'1:
Beginning at the Intersection of the North line of the J. C. Carter Donation Land Claim No. 68,
Notification No. 7486,In Township 17 South, Range 2 West of the WiJlIII1l9tuJ Meridian, with
the I:ast line of the right-of-wIIY of the Wendling Branch of tha Southern Paclflc Rellroad;
thence South 890 38' East 666 feat; thence South 00 21' West 300 feet; thence NQtth 72 0
39' West 6B.6 feet; thence Northe30 60' West 108.9 feet; thence North 720 46' West
105.86 feet; thenca South 770 28' West 102.7 feet; thence South 800 69' 30. West 203.93
feet; thence North 00 22' East 268 feet to the Place of Beginning, In Lane County, Oregon;
ALSO: Beginning at a Point in the South line of Donation Land Claim No.,80, 691 .37 feet Esst
of the Southwest corner of said Dorll~tIon Land Claim, said point elso being in'the Soutl1erly
line of the hind dllscrlbed In deed from Weyerhaeuser Timber Company to Southern Pacific
Company dated November 25, 1963, recorded on Reel No. 37.54D, May 4, 1954, Lane
County Oregon Daed Records; thence North 1047' 30" EMt, contlnulng along said Soutl1erly
line, 10.35 teet to e point; thence Northwesterly, continuing elong sold Southerly lIne, on II
curve to tha right having a radius of 746.34 feet Itengent to seid curve bears North 72" 58'
53" West and chord of said curve bears North 59. 52' 31" West 338.48feetl and arc
distance of 341.30 feet to a poInt; thence Eastarty, along a line concentric with and dlstent
20 feet meaBured radially from the located center line of the wye track on Bcurve to the right
hllVlng B radius of 317.34feet (tangent to SlIid ourve beers North 690 61' 67" Eastand chord
of seid CUfYS bears South 780 40' 03" East 331.31 feet) an arc distance of 348.56 feet to
a point; thence South 470 12' 03" ,East 76.11 feet to a point; thence Southeasterly on a
curve to thalaft,havlng a radius of 367.34 feet Itangent to said curve et lest mentioned point
in 'ast described coursa and chord of said cUrve bears South 48. 07' 04" East 11.44feellen
arc dIstance of 11 .44faet to a point; thence South 1. 47' 30" West 59.62 feet to II point in
the South 11M of Donation Land Claim No. 80; thence North 880 05' 36" West, along said
South line of Donation Land Clelm No. 80, 94,22 feet to the Point of Beginning, In ~ane
County, Oregon;
ALSO: Beginning at the Point of intersection of the South line of said Donation Lend Claim
No. 80 with the Easterly line of a strip of land 100 feet to width convayad by Pressley
Comegys and wife to Southern Pacific Compeny by a deed dated August 22, 1899. and
recorded In lBook 47, Page 498, Lane County Oregon Deed Records, said PoInt of Beginning
bain9 120.00 feet East of tha Southwest corner of said Donatlon Lend Claim;,thence South
88006' 36. East along seld South 111'8 tor a dIstance of 471.4 feet, more or IfIllS, to a Iron
pipe at the,Southeast comer of said tract convllyed to the Grantor herein by said deed dated
February 20; 1947; thence North 10 47' 30" East slong the Eest line of sllld last mentll.lned
trect for a distance of 10.35 feet to e point whlchla 30 feet SOuthwesterly, meesured radielly,
from the center line of the existing railroad, seld point being the point of tangency of a 746.34
foot radius curv", with eline bllarlng North 7,2044' 53" West; thenc", NorthWllstlJrly along seld
curv", to the right (the chord of eald curve baars Nonh 480 3,1' 00" West 612.60flllltl p81'$fref
to the center line of said railroad for an erc dlstllnce of 831 .25 feet, to a point on the Easterly
line of Southern Pacific Compeny's said strip; thence South 10 47' 30. WlIst elong said
Easterly line for a dlstllnc'" of .,00.66 feet, more or less, to the Point of Beglrning, in Lane
County, Oregon; , .
EXCEPTING THEREFAOM: Beginning at an Iron pipe et the point of In tar section of the South
line of COnation Lend Claim No. 80 with the Easterly line of a strip of lend 100 feet In width
co,w"'yed bY' Pressley Comllgys and wife to Southem Pacific Company by deed dated August
22,1899 and recorded In Book 47, pega 498, Lane County Oregon Deed Racords; thBRCIl
North 1 0 47" 30" East 400.66 feet to a point In the Southerly line of the land descrlbed in
dssd from Weyerhaeuser Timber Company to Southern Pacific Company dated November 26,
1983, recordlld on Reel 37-64D, May 4,19154, Lane County Ora90n Dsed Records; thence
Southeasterly, along a line concentric with and distant 30 feet measured radially from the
2
,
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, DEe 1 1 ZOOS
Order No. 02-109987-46
orlglnalloclltlld center IIna, on III curve to the left having a radius of 746.34 feet {tangant to
said curve bIIers South 24. 09' 33" East and chord of said curve bears South 360 09' 33"
East 288.57footl BIle! afC distance of 290.40 feet to a point; thence SOU1hwesterlyon e CIJtV9
to the left having a rlJdlus of 314.34 feet (tangent to sllid curve bellrs South 69. 62' 00.
West and chord of aeid curve beers South 47.21' 49" West 242.91 feet) en arc dlst!lllce of
249.27 feet to the Point of 8eglnning, In Lane County, Oregon.
PARCEL 2:
Baglnning at a PQlnt in the center of County RolJd No. 221, said point being on the Wast line
of the J. C. Carter Donation Land Claim No. 58, Township 17 South, Range 2West of the
WlIIamette Meridian, 3178.3 feet North O. 05' EllSt from the (ntWSllct/on of the' Horth line of
the McKenzie Highway with the West line of said Donation Land Claim; running thance South
89.44' East 340 feet to the West right-of-way line of the Wendling Brench of the Southem
Pacific RailrolJdi thence South 00 05' West elong seld right-of-way Iina 126 feeti thence North
89.44' West 25f&&t; thence North 0.06' East 100 feet; thence North 890 44' West 316
feet to the center of said County Road; thence North O. 05' E&st 26 feet to; the Piece of
Bllginning, In Lane County, Oregon;
,
EXCEPTING that portion described in that deed to the City of Springfield, recorded March 15, '
1961, RaCilption No. 28160, Lane County Oregon Deed Records.
PARCEL 3:
Beginning at a Point 260.0 feet South 89. 44' Eest of a point in center of 28th StrBllt In
Springfield 31!51.6 teet North O. 05' East from the Intersection of the North line of tha
Mc::Kenzlll Highway with thll West llno of the J. C. Carter Donation L.end Claim No. !i8~
Township 17 South, Range 2 West of the Willamene Meridian, ,unnlng from said beglMlng
point South 89. 44' East 14.0fee1; thence South O. 05' West tOO.Oteet; thence North 89.
44' West 14.0 tllet: thence North O. 06' East 100,0 feet to the Point of Beginning, In Lana
County, Otegon; ,
ALSO: Beginning at a Point 260.0 feet South 89. 44' East of 8 point In center elf 28th Street
In Springfield 3161,5 feet North O. 06' Eest from the Intersection of the North line 01 the
McKenzie Highway with the West line of the J. C. Cartllr Donation Land Claim No. 68,
Township 1 1 South. Range 2 West of the Willamlltte Merldien, running from said beginning
point South O. ,OS' West 100.0 feet; thence North 890 44' West 110.0 feet; ,thence North
0.05' Eatt 300,0 feet; thence South 89. 44' Eest 110.0mt to the Point Of,Beginnin\J, In
Lane County, Oregon. '
Parcel 4:
50 foot easement for roadway liS c~ated by clocument recorded August 8, 1945. Sook 293,
pege 606 8. 607, elong the a8stwly line of the following described property: '
Tract A, JEff PARKER SUBDIVISION, as flIed end recorded September 9, 2002. Reception
No. 2002,089738, Official Records of Lane County, Oregon.
Percel 6:
Easement for access, ingless, egress, Improvement and maintenance e9 created by document
recorded March 3D, 2006, Reception No. 2006-021595, Official Records of Lano County,
Oregon, described as follows: ..
Beglnningattha Southwest cornor of Tract "B" of the JEFF PARKER 'SUBDIVISION, as platted
Bnd recorded in Reception Number 2002-069738,Lane County Oregon Dead Records, and as
shown In Lane County Survey File Numbw 37696, sllid point baing on the Northerly right of
way of Commercial Street, said point also being 30.00 feal from, when measured at right
engl8s to, the centerline of said Commerclsl Street; thence following along thll, North rlllht of
PRE-SUBMITTAL RECID
DEe 1 1 ZOOS
3
Otdet No. 02-108987-46
'j
way of said' Commercial Street, along theerc of e 230.00 foot redius curve to the right, en
arc hi/llgth of 65.94feet (the chOrd of which beers North 63. 14' 28" East 65.72 feetl; thance
leaving seld'North right of way and running Nortf121" 02' 14" West a8.98 flHlt to e pOint of
curvatvre; thence following along e 100.00 foot radius curve to tile tight, en ere length of
36.69fe8t lthe long chord of which belli'S North 10" 31' 32" West 36.49fe8t to li point of
tangency; Ulence following along e rltl9 pal'llllel with and 28.00 foot offset from the Wllllterly
boundery o~ said Trllet "S", North 00. 00' ~O' West 62.03f88t; thence leavIng said perallel
Iina, South 89. 69' 10" West 28.00 feet to e point on the Westerly boundary of said TraCt
"B"; thence followIng along the Westerly boundlll'y of sllld Tract "B" South 00. 00' 60' East
190.oo'feet to the Point Of Beginning, ell within said Treet "B", Section 31; Township l'
South, Flange 2 West of the Wlllamaua Meridian, Lane County, Oregon.
PRE.SUBMITTAl RECID
DEe 11'2008
4
Order No. 02-108987-46
AS OFTHI!DATE OF THIS REPORT, ITEMS TO BE CONSIDERE!) AIIID EXCEPTIONS TO
COVERAGE IN ADDITION TO THE PRINTED EXCEPTIONS AND EXCLUSIONS IN THE POLICY
FORM WOUlD 8E AS FOLLOWS;
GENERAl. EXCEPTIONS:
,. Taxes or Il8s0nments which sre not shown as aJdsting liens by the records of any tllXlng
BIlthoritY that levies 1aXG$ or assessments on real property Dr by the public records,
proceedings by a pub8c Illlency which may result In texas or asseesmeM8, or nOtiCes of
such proceedings \, ~ . ;" or not shown by the records of such egency or by tho public
records.
2. Any feets, rights, L.~_.",,~ or clal~' which are nouhown by the public records but whICh .
could be ascertained by en In.pecUon of said land or by maklng Inquiry of perco", In
Possession.
3. Ell8ements, or claims of easements or encumbfllnces. not shown by the public records,
reservllllons or ....;, .ions in patents or in aclS authorizing the i88Uanc:e,ther80f,water
rlghr., claims or tItIa to water. '
4. PilIl:fepancies, conflicts In boundary lines, ,hOrtDpe In 8l'VO. encr08chmemu or any Ilther
facts which a corTecl survey would discloso, '
6. Any 8tlltutllf'/ nens for lebor or material, Including Ilel18 for contributions due to the State
Of Oregon for unemployment compensation Bnd for worker's compensation. which hava
now gained or may gain priority over the lien of the Insured dsed,ot [f1lSt. whk:h .iem cIo
not now appear of record.
SPECIFIC ITEMS AND EXCEPTIONS:
,e. CIty Iiene in favor of the City of Springfield, It 8ny.
---..---------~..- ---------,..------
'i'
7. Rights of the pubUa and govern .,,, agencies In and to 'any portion Of said land lying
within the boundarill8 of sveBlll. roads and highways. ' ,
8. Easementfsl for the purposels) shown below end rights incidental tlleretO lIS grentsd In a
document. '
Grantsd to:
PUrpo8e:
Ae~orded:
Affects:
Eugene-Springfield l-and and Water Company, a ColpO(stion
~~h '
May 8, 1937, f\ecorde('$ No. 61225, BODk 188, page 297-298
Referenco 18 made to said ~cumen' for flJ/l partl.s .
PRE-SUBMITTAL REC'D
DEe 11 2008
5
Older NO. 02.108987.48
9. Easemenual for tho purposels) sho\'Vl1 below arod rights In !j,. ,.,] thllllllO as QJ'8IItlld In a
1I0CUlnent.
Grantad to:
Purpose:
I\ecorded:
AffsctI:
A. O. Bush and Angela Bush
Canals. headgllte8 and flumes
Juns 22. 1939. Recorders No. 72351, Book 198. Page 484.486
Referllnce is made to saki document for full p.r1iculars
10. EasamtnUsI for the purpose(al shown below and rlghl8lncldantal thereto lIS wanted In II
document.
Granted to:
Purpose:
Iilecordecl:
Affecm:
Eugena.Springfleld Land IInd Watar Company
Lateral
November 3, 1939. Recordar's No. 76543. Book 200, Page 632.833
Reference is mada to saki docum8llt for fun panlcularB
11. Eas.menUal for tha purposels) shown below and rights incidental thereto BS granta<lln a
document. '
Granted to:
Recorded:
Eugene-Springfield Land 8& Water Comp8llY
AprU 4. 1940. Book 202, Page 436
12. !asement(al for tho purpOSe(S) shown below and rlgllts IncldentlJl ~ . ." as grunted In a
document.
Grantad to:
Recorded:
Mountain Smes' Power Company
November 2B. 1941. Recorder's No. 104517, 800k,224, Page 395
13. II_mentis I for tile purpose(s) shown below and rlghl8lncldental tIlereto as granted In a
document.
Granted to:
Recorded:
Cescade Lumber Tenninel, Inc.
September 28. 1946. Book 291, Page 888
14. Easementls) for the purpose(sl shown below and righm InddemaI thereto as dlsctosdd by
a document: '
In favor of:
Purpoae:
Recorded:
Affecu:
WinloClt Handle Co., a co..... ;"., .hlp
Roaclwav
AuguslS, 1945. R8COt'der'a No. 155303, Book 293, Page 806-801
ElIStsrly 60 feet of tall lot 500
1 B. E_nllal for tile purpose(s, shown below and r1ghta incidental thereto lIS grants,j In s
document.
Grantad to:
Recorded:
MOllntain States Power Company
January 5, 1946, Book 307. Page 93
18, fiBSemantt.' for the p",fJ)osel.) .hown balow and rlghtlllncldent81 tIlereto BS .",' ,;. ~ ill a
document.
Granted to:
PI,IIpOt&:
Rec;orded:
Affects'
City of Springfield
Electric trllllSmlsalon or lfllltributlon Uno
October 19,1960, Recorder'. No. 30987. Book 425. Pego 423-424
RBf.ranca I. m.de to said document for fun particulars
6
PRE-SUBMITTAL REC'D
DEe 11 L008
Order 1'10.02-108987,46
17. El'8ementlsl for the putJlOSo(sl shown below and rights incidental thereto os dlsolossd by
odllcument'
In favor of:
PUIpOse:
Recorded:
Affllcts:
Winlock Handle Company. an Oregon CotpOration
Right-of-way ,
October 17, 1952, Recorder's No. 87864
Referenca Is made to .eid doCUl118nt for full panlcul8IB
Rel:clIlled:
Said dOCLlment has been amended by Instrument
August 7. 1975. Recorclel'.s No. 71532974
18. Eesemen1(sJ for the purpose Is) shown Iielow and oghU IN:identalthereto N reservf.d In
a document.
Reserved by:
Purpose:
Recorded:
AffeC'lS:
Weyems8IJSer Timber CompllJlY
Poles and wlrea
May 4, 1954, Reco'rder's No. 28883. "
Reference 1$ made to said document for fun particulars
19. E""". ,...., ,isJ for the purpO$elS) ),. ,", below and rights Incidental thereto as granted In e
document.
Granted to:
PllrpOse:
Recorded:
Affects:
H. e. EHlckson and B. T. Enickson, a partnership doing buslnNs es
Agricultul'llllime D1strilKltinQ Company
Right-of-way
Msrch 15, 1955, Recorder'. No. 51955
Reference Is made to said document for full psrtlculars
20. Easement, granted to the City of Springfield, Including the terms snd pro~iJions thereof,
by Instrument recorded August 30, 1961. Reception No. 44744, Official Records of Lane
County, Oregon. IAffects psrcsl 51
21. Easementle) for the putpOse(s) shown below IlIld rights Incidentlll thereto 8Il1lrantedln a
document.
Granted to:
RecClIlled:
Affects:
City of Springfield
May 2. t982, Recorder's No. 88263
Percel4
22. Easement(sl for tI'le purpose Is) sllown below and r1ghtS,incklentalthereto 8$ granted In a
document.
Granted to:
ReCOrded:
AffectS:
City of Springfiekl
March 24,1986, ReCClrdet's 1II0. 41081
Percel 4 '
23. EllBcmefll. granted to the City of Springfield, Including tha terms and provisions thsll,of,
by Instrument recorded June 2, 1966. Rocoption 1II0. 49401, Official Records of Lane
ClIunty, Oregon. (AffectB Percel 5) , .
24. ElISemsnt, granted to the City of Springfield, Including tI'le tell'Nl end provisions tI'lereof;
by InstrumllJlt recorded Juno 2, 11166, RecePtIon No. 49405, Official Records of Lane
County, Oregon. (AffeetB Parcel 51
7
PRE-SUBMITTAL REC'D
DEe 11 zoos
25.
Ortler No. 02- 108987.48
!iasemellt, 9f1ItIled 10 the City of Springfield, Including the retlllS 81Id provl$Jolll !/Iereof,
by Instrument recorded January 19, 1978, Reception No. 7602821, Officlalflacords of
Lana County, Oregan. (AffeCt::l P8rcel 51 '
28,
Mmel'll w.......)..ed ir'l that c:ertain document emlded "Improvament A". .....'..,. Illltl
Applh:atlol\ for SeWllr Hookup". dated April', 1996, by and between City of S..." ,,1 .lei
and Jemes E. Holm. A:Cllrded April 1, 1996. Reaorder's No. 9620T13.
Reference Is mado to said document for full particulaJ'll.
27. E'...... lIalfor the purpoSels,.llown below and rightB Incidental thereto as gtlInted in e
doCument. '
Granted to:
PurpOSO:
Fl. .... ,~.J:
Affect$:
Cascede Hendle Company. loe.. an Oregon Corporation
Wetsr ".uIt with maintenence provisions
April 9, 1997. R_...~_. . No. 9723975 I
Reforence is made to 8eid document for full pani<:ulers
28. Easa ." ";,,,1 for the purposo(sl shown below and righta incidental thereto as granted In e
dOClllllent.
Granted to:
/>urpo$e:
Racorded:
Affects:
CasCllde Handle Company, Inc., an Orogon COrporation
Right-Of-way
April 9, 1997. Racorder's No. 9723978
Raference IS made to .ald document for full paniculars
29. MBtters COr'ltBined In !/lot certain document entltlod "Improvement A. .. ,,,nt and
A~flClJtlon for Sewer Hookup", dsted Aprl/l0, 1997, bvand between City 0' Sprlng1ield
snd Frank $. Frager, recortled April 11, 1997, Recorder's No. 9724889. .
Raference is mllde to said document for full particulars.
30. Fasementfs' for the purposels) shown below end rI!lhts incldenrallhereto as grantlld in 9
document.
Granted to;
Purpose:
Flecordecl:
Affeclll:
Sprlngwood Inc., an OrogOIl COrporation
Sewer con~.. :.:'... with malntanancv provisions
May 2, 1997, Recorder's No. 9730034
Referance is ll\Ildo 10 said document for full patt/culafa
31. CoV8Ran1S, conclltlcns and reatrlatlons ldeletin!l therefrom any restr1ctioos indicating any
Prtiferenco, Ilmlllltion or c1isCrimil'llnion baSed on rece, color, religion, sex, handicap,
famiDal status Or national orlglll. as set tonllln the document
flO$Orded:
June 24, 1997, Recorder's No. 97-42604
32. Matte" containeclln that certain document entitled "Improvement Agreement", dared
March 20, 2001. by and between Farah <<0 P8rker, LLC and the City of Sprlnllfisl(l,
recorded Marcil 27, 2001, Rocorder's No. 2001-018721.
Reference Is made to slIld document for full particulars.
PRE-SUBMITTAL REC'O
DEe 1 1 2008
8
,
,
Order No. Q2.108987-48
33. E_ent. if any. for existing public utilities In vlICated Commarciel Street and tha
condl1lons Imposed tharebY.88 di4Cloeed in ortlar of vacation, Recorded JI"V 13. 200 I,
ReceptlonNo. 2oo,I.04374tl. Lane,County O.agon Records,
Affectv P81cel 4 & 5
34. COvanants. oondltllllla and rel1llc1lOl1\1 Idaletlng therefrom any relltrlctlons' Indicattll9 any
pi'afsrenco. limitation or, discrimination based on race. color. religion. sex, handicap.
familial status or natlonel originlll8 sot fonh In the, docvmont
Recorded:
September 9,'2002. Recorder's No. 2002.089740
Alfectll Parcel 4 & 5
36. MlIt1el1l contalnod in that caneln' document enthlod "Grant of ElIa_nl". by and between
Comcast of Oregon II. Inc., and Roy Qray/Blen1Wood, LlC; recorded August 5. 2003,
Recorder's No. 2003-072901.
Reference Is made to said doeument for fun partiCUlars.
Affects Parcal 4 & 5
36. EM.mentlsl for the purpose(s) shown balow and r1ghllllncil;lental thel1lto 88", .,; In a
document.
GllIntod to:
PIII1lOi'll:
R"corded:
Affects :
Springfield UtIlity 80ard
. PubUc WIlter Utirlty lllllIemeM
December:t 2005, Recorder's No. 200B-0980S1
Reference Is made to eaid d';Il:ument for full penlcullirs
37. Coven",,". conditions end restriatlons. 118 shown on the plat.
Reference IS made to sllld document for full partlculars.
Affects Parcel 4 &' S
38. Eas.menUa) for the purpose[sl8hown below and rig/lts Inclden1lll thereto as delineated or
88 offered for (c~:_ ~on. on the plat of sald propertY.
Purpose:
Public storm wator maintenance tllmaround easements. pubUc
8CC8S8 mai.... ..., easement. drainage easement. stonn drain
easement and Public utiliti88 and incldentel purposeS
A$ shown on plat
Aftects:
Affects Parc.1 4 & 6
39. Fence oneroachmel'lt elong the Northerly Ilna up to 7.7 feelN disclosed by Ule Jaft Parker
SlIbdlvision Plat Map.
Affects Parcel 4
40. wetland mitigation arElaN disclosed by IheJefl Perkor SUbdivision Pial Map.
AffectJ,Psrcel4 & 5
PRE-SUBMITTAL REC'O
DEe 11 zoos
9
r
. ' . .
Order No. 02.108987-46
41. Matters contained In thllt certain document entitled 'Easement Grant and Tennlnetion
Agreement'. dated MlJI'Ch 29. 2008. by and blltWeen Peter J. KryI and Hyland Butin0s8
Park. LLC. recorded Merw. 30. 2008, Recorder's No. 2006.021898. whicl1 doeument,
among other things, contalns or provides for: 'Malntenlllltll provisions'.
Reference is made to said documant for full partlculal'll.
42. A deel! of \Net to 8ecure an indebtedRess in.Jtle amount shown below. and any other
Obligations Secured thereby ".
Amount:
Dated:
Grentor:
Trustee:
Beneficiary :
Loan No.:
Recorded:
_t': Z.-3:i3,OOO~00
September S, 2008
Dana R. Schulz ~'SlII'bara A. Schulz, husb;md and wihI
F1deJml ~ Company of Or89on
:$1usl,aw Bark
,-'Sept'ember ! 1;:2008', 'J2008-oS0799'-' ,
;--.--.--.-;----.
-----
-- ----.
::...c.
/.
.
43. An assignment of ell the monies d~ :k'j., become due. as Renl$, as additional security
for the obligations atcured by d~~,~ust '
---".-'-. -.-
Assigned to: SiuslaV Bank
By Assignment ____ ,.- __._ ____ _
Recorded: September, 9, 2008. Recorder's No, 2008-osoaOO
44. A financing statement recorded i"-1I1'-' vtfice of the County Recorder. showing
Debtor: DanaR.~ and Barbm A. SchulZ
Secured Party: 'S'f'tiSlAi l\tiii~__ u. _ ,_ _'_.___
Recorded: Septeillb,er' 9, 2008 #2OO8-OS0803
4S. Easement Grant and -'lendnation Agreement, recorded October 11,
2007, #2oo7~!.~!g6''':~~ _ ______ __ .
46.
Sanitary Sever KaSement and Agreelllent, recorded February 29,
- ~2008, #2008-011492.
-------
_~1..-- - Po'''1f.. !l"n'CllL.J)r~eliiiiDf';recorded.lI'arch.'19~ 2008; #2008::o1S.189
-,'-
--L,-
. -. . .
-.----
-..------
----- -- --- -
--..----.
-----
- -- ----
--:-~-~- -~.-:-:-.' .
---.
~. . .
PRE-SUBMITTAL REC'O
DEe 11 2008
to
..' ",
NoW A. Property tuos for the fiscal year 2008-2Q09PaJd In fuU.
Orcler No. 02'108987-46
Amo......t:
Account No.:
Map No.:
Levy Code:
"" '.
.4:931.65
0119204
170231 2200500
19-00
- ."., .,' tuos for the fiscal yeaaiiOs-2009-'Pald In full.
N010 B.
Amount:
Account No.:
Map No.:
Levy Code:
Land Only
.' 140.14
Ot 19329
1702312201700
19'()()
NotlI c. PlVllertv taxes for the fiscal year~iiios-io09PaId in fun.
Amount:
Account No.:
Map No.:
Levy Code:
Land Only
$269.39
0119360
170231 2202001
19-00
"
Note/)). " Propony tuea for the fiscal year- 2oOlt-2009Pald In full.
Amount:
Account No.:
Map No.:
Levy Code:
Lend Only
$
16~~8t9
170231 0004900
19-00
/'...
Note:: E.' Property tall" for the fiscal yeer '2008-200"pald in full.
Amount:
Account No.:
Map No.:
Levy Code:'
L.n<1 Only
$,'10S~99
ltJ92898
17 02 31 00 05000
19-00
/' -',
Nut..-)'. There ant no jud.._ ~,of rBeord agafnst Dana II. Schulz or Barbara A. Schulz,
," '....
Note' G. Thent ere no tax lIans of record against DIIr1. R. Schulz or Oarb8f8 A. Schulz.
"
Note-'ll. We are amending lIlie repOrt for tha surveyor, for platting purposes only.
PRE.SUBMITTAl REC'O
DEe 11 2008
11
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PRE-SUBMIlTAL REC'D
DEe 11 2008
NARRATIVE
FOR THE TENTATIVE PARTITION ApPLICATION
This application is a proposal to partition the property at 1350 2811> Street (Map 17-02-31-
22, Tax Lot 500) into three parcels. The property is zoned HI Heavy Industrial. Currently, the
owner is in the construction phase of developing the site. Two existing storage buildings and
proposed additional office/warehouse buildings, along the east and north portion of the
property, are proposed for Parcel 1. An existing warehouse and office building are located
within proposed Parcel 2. Storage units and an office building are currently in construction in
the center of proposed Parcel 3.
Most recently, this property received Site Plan approval (DRC2006-00082) as of January
16,2007.
The subject site is located within the Drinking Water Protection Overlay District and 5-10
year Time of Travel Zone (TOTZ) of the Maia Wellhead. As part of the previous Site Plan
Review, a DWP Overlay Application was submitted and approved with conditions. The required
conditions will continue to be met by deed restriction or a note placed on the final plat.
Allen Martin, Environmental Science Associates, Inc. submitted a wetland delineation to
the Department of State Lands (DSL). A copy of the DSL approval report is included with this
submittal. The Department of The Army Co~ps of Engineers granted a permit (NWP-2006-841)
which authorizes discharge clean fill material into up to 0.49-acre of wetland and 0.OS4-acre of
other waters (Q Street Canal) for development of light industrial site including access and
infrastructure. A 'copy of the permit, including supporting information, is included with this
application.
The Oregon Department of Environmental Quality issued a NPDES 1200-C permit on
May 22, 2007. A copy of the Status of Permit Application is included with this application.
An Easement Grant and Termination Agreement between Dana R. Schulz and Barbara A.
Schulz and Hyland Business Park, LLC was recorded October 11, 2007, benefitting the Schulz
property, over and across the Hyland property for access to 30th St./Commercial St. A copy of
the recorded easement is included with this application. ,
Since 30th St'/Commercial St. is fully improved, no off-site improvements are necessary
now or in the future. Access from 28th Street, shown on this plan in the northwest corner of the
property is currently an emergency access only. A Public Works lock will be located on the
manual opening gate. The access passes through Tax Lots 1700 and 2001 which are owned by
the same owner of Tax Lot 500, so no easement is needed. We are proposing an Irrevocable
Private Joint Use Access and Utility easement across proposed Parcels 1 and 3 for all parcels. A
Joint Utility Trench has been constructed an~ connects telecommunications, water, sewer and
gas to all parcels. A Private Drainage Easement is proposed for the Vegetated Treatment Swale.
A maintenance plan for the treatment of the swale and Joint Use Driveway will be submitted
with the final plat. AStormwater Management Plan and Drainage Study was prepared and
submitted with the previous Site Plan Review; a copy is included with this submittal.
The existing warehouse building on proposed Parcel 2 does not meet current setback
requirements. This is an existing condition and will not be changed with this application.
The Lane County Soil Survey shows the site as having Coburg-Urban Land Complex (32)
and Awbrig-Urban Land Complex (6). The Soil Survey indicates that Coburg-Urban Land
Complex has a seasonal high water table of 1~ to 2~ feet from November to May and that
:'
, Awbrig Urban Land Complex has a high water table depth of approximately 0.5 feet. Both soils
are moderately well draining.
A Geotechnical Report was prepared by Garcia Consultants and submitted during the
Site Plan review process. A copy of the report is included with this application.
This project does not require any additional planning applications.
PRE.SIIRMIITAl REC'D
DEe 1 1 2008
0'1.
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DEPARTMENT OF THE ARMY
CORPS OFENGINEERS, PORTLAND DISTRICT
EUGENE FIELD OFFICE
1600 EXECUTIVE PARt<MIAY, SUITE 210'
EUGENE, OREGON 97401-2156
REPLY TO
ATTENTION OF:
November I, 2007
Operations Division
Regulatory Branch
Corps No, NWP-2006-841
Mr. Dana Schulz
95950 N. Bank Road
Gold Beach, Oregon 97444-8574
Dear Mr. Schulz: ,
Enclosed are two unsigned originals of your requested permit.
In order to make this permit valid, please read the conditions of the permit carefully,
complete both originals including signature, printed name and title, and return both originals to
the Regulatory Branch, Permits Section, at the letterhead address along with a check in the
amount of$100.00 made payable to Finance and Accounting Officer, USAED, Portland. Your
copy of the fully executed permit will then beireturned to you.
,
You are cautioned, however, not to begin work under the terms of this permit until you
receive the fully executed document, as'such action would be in violation of Federal law.
Recent changes in the U.S. Army Corps of Engineers regulations have established a
process through which you may object to certain terms and conditions of the enclosed permit,
and ask that the permit be modified accordingly. Please see the enclosed Notification of
Administrative Anneal Ontions and Process ahd Reauest for Anneal for further information
about that process,
If you have any questions regarding our evaluation process, please contact Michele E.
Hanson at the letterhead address, by telephom; at (541) 465-6878 or email
michele.e.hansonlalusace.armv.mil.
Sincerely,
~cLti... f. dl.....--
I ~awrence C. Evans
r Chief, Regulatory Branch
PRE~SUBMITTAl REC'O
DEe 1 1 2008
Enclosures
,c
Copy Furnished:
Environmental Science Associates, Inc. (Martip)
PRE-SUBMITTAL REC'O
DEe 11 Z008
, ,
.:'
Applicant: Dana Schulz . 1 File Number: NWP-2006-841
, Attached is:
I INITIAL PROFFERED PERMIT (Stan, dard Permit or Letter of permission)
XX PROFFERED PERMIT (Standard Permit or Letter of permission)
I PERMIT DENIAL .
APPROVED JURlSDICTIONAL DETERMJNATION
PRELlMJNARY JURlSDICTIONAL DETERMINATION
Date: 11/1/2007
I See Section below
I ~
I C
D
E
- .
A: INITIAL PROFFERED PERMIT: You may accept or object to the permit.
. ACCEPT: rf you received a Standard Pennit, you may sign the pennit document aod return it to the district engineer for fmal
authorization. rfyou received a Letter ofPennission (LOP), you may accept the LOP and your work is authorized, Your
signature on the Standard Pennit or acceptance of the LOP means that you accept the pennit in its entirety, aod waive all rights
to appeal the pennit, including its terms aod conditions, and approved jurisdictional determinations associated with the pennit.
. OBJECT: rfyou object to the pennit (Standard or LOP) because of certain terms aod conditions therein, you may request that
the permit be modified accordingly. You must complete Section II of this form and return the form to the district engineer.
Your objections must be received by the district engineer within 60 days of the date of this notice, or Y01) will forfeit your right
to appeal the pennit in the future, Upon receipt of your letter, the district engineer will evaluate your objections and may: (a)
modify the pennit to address all of your concerns, (b) modify the pennit to address some of your objections, or (c) not modify
the permit having determined that the pennit should ,be issued as previously written. After evaluating your objections, the
district engineer will send you a proffered pennit for your reconsideration, as indicated in Section B below,
B: PROFFERED PERMIT: You may accept or appeal the permit
. ACCEPT: If you received a Standard Pennit, you may sign the pennit document and return it to the district engineer for final
auth~rization, rfyou received a Letter ofPennission (LOP), you may accept the LOP aod your work is authorized. Your
signature on the Standard Pennit or acceptance of the LOP means that you accept the pennit in its entirety, aod waive all rights
to appeal the pennit, including its terms aod conditions, aod approved jurisdictional detenninations associated with the pennit.
. APPEAL: If you choose to decline the proffered pennit (SlJrndard or LOP) because of certain terms aod conditions therein, you
may appeal the declined pennit under the Corps of Engineers Administrative Appeal Process by completing Section II of this
form and sending the form to the division engineer. This form must be received by the division engineer within 60 days of the
date of this notice, .
C: PERMIT DENIAL: You may appeal the denial ofa pennit under the Corps ofEngineers.Adrninistrative Appeal Process
by completing Section II of this form and sending the form to the division engineer. TIns form must be received by the division
engineer within 60 days of the date of this notice.
D: APPROVED JURlSDICTIONAL DETERMJNATION: You may accept or appeal the approved JD or
provide new information.
. ACCEPT: You do not need to notify the Corps to accept an approved ill, Failure to notify the Corps within 60 days of the
date of this notice, means that you accept the approved ill in its entirety, and waive all rights to appeal the approved ill,
· APPEAL: rfyou disagree with the approved ill, you may appeal the approved ill under the Corps of Engineers Administrative
Appeal Process by completing Section II of this form and sending the form to the division engineer. This form must be received
by the division engineer within 60 days ofthe date of this notice. Also, see Section rI. .
E: PRELIMJNARY JURlSDICTIONAL DETERMINATION: You do not need to respond to the Corps
regarding the preliminary JD. The Preliminary JD is not appealable, If you wish, you may request an
approved JD (which may be appealed), by contacting the Corps district for further irr\?:\lcl#mM&Is,9ImU'e~
provide new information for further consideration by the Corps to reevaluate the JD.I"KI:.~UDI 1111/"\1. KI:
u~t: 1:1 ::-X.s
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1!8~~~,@'~,grr"'RlEl'$".~Jtiii"'~k,,-~BE".""'@j3lf'~l~~-"l1!~~~~. ~r~'i''1'~Rlll;RlID1!l~;TVi,!~~~'
,..,'ili. Jj!LII!l',._.!i!L_._"".I!iL..,,~~__ ,_"UJ!L, ,.-lE_l!@..,_&~1ll,1~.lfl:!I.I"ll...~.,,~FIl...,.mL_211'lJ\~~'_
REASONS FOR APPEAL OR OBJECTIONS: (Describe your reasons for appealing the decision or your objections to an
, initial proffered pennit in clear con~ise statements. You' may attach additional information to this form to clarify where your reasons
or objections are addressed in the administrative record, If you believe you have additional information pertinent to an approved
jurisdictional determination {see Part D) with which you disagree, that new information should first be sent to the Portland District
for reconsideration, Following the District's reconsideration, the approved jurisdictional determination can still be appealed as noted
in Part D)
ADDITIONAL INFORMATION: The appeal is limited to a review of the administrative record, the Corps memorandum for the
record of the appeal conference or meeting, and any supplementil inform,tion that the review officer has determined is needed to
clarify the administrative record. Neither the appellant nor the Corps may add new information or analyses to the record, However,
you may provide additional information to clarify the location of information that is already in the administrative record.
1l.-,-...,~'..,."..'lNJ'.,'-,." .."..,.".".,' ",'= ,',...,.'^,....~.,' ')]B' ',-,,',..,.,'- ,....~', "-.'11."-,..:1".,-,,-',,,.,...,',..,,,.',",.. ,',.,.,'.~,~...'" '".." ,",. ~.. '-.-' ".. '..,'" '.'.-'. . ""
,1M : ,,"''''''''''''''T'''''<!'''EIl&''''''' ' 1M.'. . "smr",.."..s "'''fl' _."''''D. 'El!!\h." "". ' ' .,. "'"
,~,liL,.,!,;C:\2,\!~~\W;.,~~j'I!r1.~~j.t~J.*~ .,'f!li:.'J/>#.lJLW.l',\if>.~~1ili.':iil,\'k~nA,.;~1il',.v,~.; "-' ", ,; ~,' " "~';,' -, '~-,
If you have questions regarding this decision and/or the appeal If you decide to appeai an action under Parts B, C or D above,
process you may contact: send a copy of each page to:
D,S. Army Corps of Engineers
Portland District Office
CENWP-OP.GP (A TIN: Jim Goudzwaard)
Post Office Box 2946
Portland, Oregon 97208-2946
Division Engineer
Attention: Karen Kochenbach
Regulatory Program Manager
P.O, Box 2870
Portland, OR 97208-2870
, Telephone: 503.808-3888
RlGHT OF ENTRY: Your signature below grants the right of entry to Corps of Engineers persoll11el, and any government
consultants, to conduct investigations of the project site during the course of the appeal process, You will be provided a 15 day
notice of any si investigation, and will have the opportunity to participate in all site investigations.
Date:
i/- ~-{)1
Telephone number:
G'tf( "j.l/1-[;f.,O(."
t.......I,uIl'UIlI:rA! D""10
rl\j;;"\JUDIVlillnL I\I.\'
DEe 11 2008
.'
~
.
DEPARTMENT OF THE ARMY
"
CORPS OF ENGINE~RS, PORTLAND OISTRICT
EUGENE FIELD OFFICE
1600 EXECUTIVE PARi<MIAY, SUITE 210
EUGENE, OREGON 97401-2156
."
REPLY TO
ATTENTION OF:
November 15,2007
Operations Division
Regulatory Branch
Corps No. NWP-2006-841
'Mr. Dana Schulz
95950 N. Bank Road
Gold Beach, Oregon 97444-8574
Dear Mr. Schulz:
Enclosed are your fully executed Department of the Army Permit and a uotice of
authorization. The notice of authorization must be posted at the worksite.
Please carefully read the permit and its conditions. In addition, if you have a contractor
and/or agent, please review these conditions with them to ensure that the work is performed in
accordance with the permit terms.
Also be aware that other authorizations from Federal, state, or local govenunents may be
required by law. If the work is not completed prior to the permit expiration date, you may apply
for a time extension. We recommend you apply for a time extension at least 90 days before the
expiration date of the permit
If you have any questions, please contact Michele E. Hanson at the letterhead address, by
telephone at (541) 465-6878, or email micheJe:e.hansonlalusace,armv.mil.
Sincerely,
~cLJl f- ~
. Ir--iawrence C. Evans
r Chief, Regulatory Branch
Enclosures
PRE.SUBMITTAl REC'D
DEe 11 2008
DEPARTMENT OF THE ARMY PERMIT
Permittee:
Mr. Dana Schulz
Permit No:
NWP-2006-841
Issuing Office:
U.S. Army Corps of Engineers
Eugene Field Office.
1600 Executive Parkway Suite 210
Eugene, Oregon 97401-2156
NOTE: The term "you" and its derivatives as used in this permit means the permittee or any future
transferee. The term "this office" refers to the appropriate district or division office of the Corps of
Engineers having jurisdiction over the permitted activity or the appropriate official of that office acting
under the authority of the commanding officer.
You are authorized to perform work in accordance with the terms and conditions specified below.
Project Description: Permittee is authorized to discharge clean fill material into up to 0.49-acre of
palustrine emergent wetland and 0.054-acr:e of other waters (Q Street Canal) for development of a light
industrial site including access and infrastructure.
Purpose: To provide private and comme~cial storage and office facilities to meet a local need in the
Springfield-Eugene Metropolitan area,
f '-.:o~'
Project Location: The project is located 0.5 miies north of Main Street, in Springfield, Lane County,
OregciiJ. The site is at 1350 28th Street. .
,
Drawings: Ten (10) drawings are attached and labeled NWP-2006-841 (Enclosure 1).
If
General Conditions:
1. The time limit for completing the work ~uthorized ends on September 30,2012. If you find that you
need more time to complete the authorized activity, submit your request for a time eXtension to this office
for consideration at least one month before tp.e above date is reached.
2. Permittee must maintain the activity authorized by this permit in good condition and in conformance
with the terms and conditions of this permit. You are not relieved of this requirement if you abandon the
permitted activity, although you may make a good faith transfer to a third party in compliance with
General Condition No.4 below. ,Should you wish to cease to maintain the authorized activity or should
you desire to abandon it without a good faith transfer, YOl' must obtain a modification of this permit from
this office, which may require restoration of the area.
Corps No. NWP-2006-841
PRE.SUBMITTAl REC'O
DEe l>~J~Qi 5
3. If you discover any preViously unknoWn historic or archeological remains while accomplishing the
activity authorized by this permit, you must immediately notifY this office of what you have found. We '
. ~. ,
will initiate the Federal and state coordination required to determine if the remains warrant a recovery
effort or if the site is eligible for listing in the National Register of Historic Places.
4. If you sell the property associated with this permit, you must obtain the signature of the new owner in
the space provided and forward a copy of the permit to this office to validate the transfer of this
authorization.
5. If a conditioned water quality certification has been issued for your project, you must comply with the
conditions specified in the certification as special conditions to this pennit. For your convenience, a copy
of the certification is attached ifit contains such conditions (Enclosure 2).
6. You must allow representatives from this office to inspect the authorized activity at any time deemed
necessary to ensure that it is being or has been accomplished in accordance with the t=s and conditions
' ,
of your permit.
Special Conditions:
a. Permittee shall notifY the Regulatory Branch with the date when the activities authorized in
waters of the U.S, are scheduled to begin, Notification shall be sent by email to
cenwo.notifvlalusace.amJV.mil or mailed to the following address;
u.s. Army Corps of Engineers
Permit Compliance, Lane County
1600 Executive Parkway, Suite 210
Eugene, Oregon 97401-2156
The subject line of the message shall contain the name of the county in which the project is located
followed by the Corps of Engineers permit n,umber.
,
b. Prior to the first discharge of dredged or fill material, permittee shall purchase 0.54 credits
from a mitigation bank whose service area includes the project area. Proofof that purchase shall be
provided to the Corps at the address in SpecIal Condition (a) above.
, c. Permittee shall take the necessary 'precautions to prevent any petroleum products, chemicals,
or deleterious or toxic materials from ~ntering waterways during construction to prevent the
introduction of contaminants or pollutants into the aquatic ecosystem.
Further Information:
I. 'Comrresslonal Authorities: You have been authorized to undertake the activity described above
' ,
pursuant to:
()
(X)
( )
Section 10 of the Rivers and Harbors 'Act of I 899 (33D.S.C. 403).
Section 404 of the Clean Water Act (33 U.S.C. 1344).
Section 103 of the Marine Protection, Research and Sanctuaries Act of 1972 (33 U.S.C.
1413).
PRE.SUBMITTAL REC'D
DEe 11 20~gge 2 of5
Corps No. NWP-2006.841
.,
2. Limits of this authorization:
"
a. This permit does not obviate the need to obtain other Federal, state, or local authorizations
required by law. '.
b. This permit does not grant any pr6pertyrights or exclusive privileges,
, - ~
c, This permit does not authorize any injury to the property or rights of others,
\
d. This permit does not authorize interference with 'any existing or proposed Federal project.
3. Limits of Federal Liabilitv: In issuing this permit, the Federal Gove=ent does not assume any
liability for the following:
a. Damages to ilie permitted proj ed or uses thereof as a result of other permitted or unpermitted
, . .
activities or from natural causes.
b, Damages to the permitted project or uses thereof as a result of current or future activities
undertaken by or on behalf of the United States in the public interest.
,
,.
c. Damages to persons, property, 9r to other permitted or unpermitted activities or structures
caused by the activity authorized by this permit.'
. I
'.
d. Design or construction deficiencies associated with the permitted work.
, ,
e. Damage claims associated with ,any future modification, suspension, or revocation of this
permit.
4. Reliance on Aoolicant's Data: The detennination of this office that issuance of this permit is not
contrary to 'the public interest was made in reliance on the information you provided.
l .
5. Reevaluation of Permit Decision: This office may reevaluate its decision on this permit at any time the
circumstances WaITant. Circumstances that could require a reevaluation include, but are not limited to,
the following: '
a. You fail to comply with the terms <Il1d conditions of this permit.
b. The information provided by you' in support of your permit application proves to have been
false, 'incomplete, or inaccurate (see 4 above).
c. Significant new information surfaces which this office did not consider in reaching the original
public interest decision. .
Corps No. NWP-2006-841
PRE-SUBMITTAL REC'O
DEe 11 2008 Page 3 of5
, ,
Such a reevaluation may result in a detennination that it is appropriate to use the suspension,
modification, and revocation pro~edures contained in 33 CPR 325.7 or enforcement procedures such as
those Contained in 33 CPR 326A and 326.5. The referenced enforcement procedures provide for the
issuance of an administrative order requiring you to comply with the terms and conditions of your permit
and for the initiation of legal action where appropriate. You will be required to pay for any corrective
measures ordered by this office, and if yoU: fail to comply with such directive, this office may in certain
situations (such as those specified in 33 CPR 209] 70) accomplish the corrective measures by contract or
otherwise and bill you for the cost.
6. Extensions: General Condition No. l' establishes a time limit for the compl~tion of the activity
authorized by this permit. Unless there are circumstances requiring either a I'wml't completion of the
. authorized activity or a reevaluation of the public interest decision, the Corps will normally give favorable
consideration to a request for an extension of this time limit.
Your signature below as permittee indicates ,that you accept and agree to comply with the terms and
conditions of this permit.
~--'~A
l1'E.K1illTTEE SIGNATURE);r-
VAN'.I"r ~#ttlZ-
(pRINTED NAME)
//-:') - Gl""! ~
(DATE) ,,",, .
r~,9~r
(TITLE)
This pennit becomes effective when the Federal official, designated to act for the Secretary of the Army,
has signed belmy.
~'~~,~
(DISTRICT ENGINEER)
FOR: Thomas E. O'Donovan'
Colonel, Corps of Engineers
District COn1Tn"nder
Corps No, NWP-2006_841
/1- /5-(J7
(DATE)
PRE.SUBMITTAl REC'D
DEe 11 2008
t'....
Page 4 of5
,~-.,
. ,
When the structures or work authorized by this permit are still in existence at the time the property is
transferred, the terms'and conditions !lfthis'pennit will continue to be binding on the new owner(s) of the
property. To validate the transfer of this permit and the associated liabilities associated with compliance
with its terms and conditions, have the transferee sign and date below.
(TRANSFEREE)
(DATE)
Corps No, NWP-2006-841
PRE.SUBMITTAL REC'O
DEe 11 2008
c,
Page 5 of5
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'page lof 10
Enclosure (1)
PRE-SUBMITTAL
DEe 11 2008
Page 3 of 10 Enclosure (1)
. Corps No. NWP-2006-841
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, Michele E. Hanson
U.S, Army Corps of Engineers
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1600 ExeqJtive Parkway, Suite 210
Eugene, OR 97401-2156
Dear Ms. Hanson:
The Department of Environmental Quality (DEQ) has reviewed the U.S, Army Corps of
Engineers (USACE) permit application #2006-00841 (Department of State Lanqs [DSL] #
37378-RF).The applicant, Dana Schultr, proposes to fill wetlands and impact waters of the
state to construct warehouse and storage buildings. The project is located in wetlands and
waters adjacent to the Q Street Canal, in the City of Springfield, in Lane County, Oregon
(Section 31, T17S/R2W). .
Project Description: Project elements include: filling, elECavation and grading to construct four
storage buildings, five warehouse buildi\lgs, associated infrastructure, an access road and a
vegetated bioswale, A post-construction.stormwater management plan has been developed and
submitted by the applicant, which describes reasonable implementation of BesfManagement
Practices (BMPs) to prevent or treat pollution in stormwater anticipated to be generated by the
proposed project, in order to comply with state water quality standards, Total Maximum Daily
Load (TMDL) Load Allocations (LAs), Groundwater Management Area concerns or NPDES
permit requirements (if needed). The system components include underground conveyance to
an on-site vegetated bioswale prior to discharging off-site into the Q Street Canal. Dana
Schultr, the owner, accepts responsibility for maintenance'of the system components per the
manufacturers recommendations and as described in the maintenance plan for D-B<!r & Co.
Construction Final Site Plan submitted on behalf of the applicant. Approximately OA9-acres of
wetlands and 0.016-acres of waters of the state will be permanently impacted due to the project.
Compensatory mitigation for these permanent losses will be accomplished by the purchase of
0,51 credits from an approved mitigation bank that services the area. '
The Q Street Canal is a tributary to th~ WiII~inette River. The Willamette River is
classified as water quality limited under the Clean Water Act; has a US Environmental
Protection Agency (EPA) approved Total Maximum Daily Load (TMDLs) for the
parameters of: Bacteria; Dioxin; Mercury; and Temperature; is on Section303(d) list for
the parameters of: Dissolved Oxygeroi, Iron, DOT, DOE (DOT metabolite), PCB, Arsenic,
Aldrin, Dieldrin, Polynuclear Aromatic: Hydr~carbons (PAHs), Fecal Coliform, Manganese,
Pentachlorophenol, and Biological Criteria. "Other parameters listed for potential concern
include: HexavalenfChromium, Lead, Copper, Nickel, Zinc, Parathion, Malathion,
Fluoranthene, Chrysene, ODD, Benzo(A)pyrime, and Benzo(A)anthracene.
The above listed parameters impair the following beneficial uses in the Willamette River:
anadromous fish passage; drinking water; fishing; salmon and trout rearing and
migration; resident fish and aqul.ltic life; salmonid fish rearing and spawning; steelhead
spawning; water contact recreation.' i, PRE.SUBMITTAL REC'WSAGE-EUGENE
DEe 1 1 2008 JUL 0 G 2007
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Corps No, NWP-2006-841
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Page I of 8
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Michele Hanson
Page 2
Based on the information provided by the applicant, DEQ does not anticipate any long-term
violations of State Water Quality standards, including Oregon Administrative Rule (OAR) 340-
041-0004, Antidegredation Policy for Surface Waters, provided the following conditions are
incorporated into the permit.
.. CONDITIONS
1)
Duration of Certificate: This 401 Water Quality Certification ryvQC) expires five years .
from the date of issuance of the USAGE 404 permit. A new 401 WQC must be obtained
prior to any substantial modifica~,ion of.the USACE 404permit.
Fish protection/ODFW timing::AII in-water work shall occur within the Oregon
Department of Fish and Wildlife's (ODFW) preferred time window as specified in Oregon
Guidelines for Timing of In-Water Work to Protect Fish and Wildlife Resources, June,
2000, or most current version. Exceptions to the timing window must be reviewed and
approved by ODFW and National Marine Fisheries Service (NMFS).
. .
2)
3)
Aquatic life movements: No activity may substantially disrupt the movement of those
species of aquatic life indigenous to the \tvater body, including those species that '
normally migrate through the area. Unobstructed fish passage must be provided at all
times during any authorized activity, '
4)
Isolation of in-water work areas: Complete isolation of in-water work areas from the
active flowing stream by timing work at low water so as to effectively work in the dry,
using silt curtains, cofferdams, inflatable bags, geo blocks, sandbags, sheet pilings, or
similar materials, is required unless otherwise approved in writing by thelappropriate
Regulatory Authorities. The applicant is referred toDEQ's Oregon Sediment and
Erosion Control Manual, April 2005, for isolation techniques.
'Turbidity: All practical Best Managem!3nt Practices (BMPs) on disturbed banks and
within the stream shall be implemented to minimize turbidity during in-water work, OAR
340-041-0036 states that turbidity shall not exceed ,1 0% above natural stream turbidities,
except where allowed by the rule. This rule also states that limited duration activities
necessary to accommodate essemtial dredging, construction or other legitimate activities
and which cause the turbidity standard'to be exceeded may be authorized provided all
practical turbidity control techniques have been app'lied and a section 401 water quality
certificate has been granted. '
a, Monitoring: Turbidity monitoring shall be conducted and recorded as
described below, Monitoring snail occur each day during daylight hours
when in-water work is being cOflducted, A properly and regularly
calibrated turbidimeter is recommended, however, visual gauging is
acceptable,. '; , . PRE.SUBMITTAl REC'O
DEe 1 1 2008
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Corps No. NWP-2006-841
Page2 of ~
Enclosure (2) ._", _.. ._1-
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Michele Hanson
Page 3
i. Reotes~ntative Backoround Poin!: a sample or observation must be
taken every four hours at a relatively undisturbed area approximately 100
feet upcurrent from in-water disturbance to establish background turbidity
levels for each monitoring cycle. Background turbidity, 10,cation, and time
must be recorded prior to monitoring downcurrent.
Ii. Comoliance Poin!: Monitoring shall occur every four hours approximately
100 feet down current from the point of discharge and be compared
against the background measurement or observation. The turbidity,
location, and time, must be recorded for each sample.
, ,
c. Compliance: Results from the compliance points should be compared to the
background levels taken during'each monitoring interval. Exceedances are
allowed as follows:
I
I ALLOWABLE EXCEEDANCE
TURBIDITY LEVEL
I No difference from backoround
I Up tD 29 NTU above
backgrDund
I 30 to 49 NTU above
backoround
I 50 NTU or more above
backoround
I
I
I
MONITORING WITH A TURBIDIMETER
I A9TION REQUIRED AT 1" I
MONITORING INTERVAL
I Continue to monitor every 4 hours I
I Modify BMPs & continue tD monitor
every 4 hours
Modify BMPs & continue to monitor
every 2 hDurs
Stop work
ACTION REQUIRED AT 2NU
MONITORING INTERVAL
Continue to monitor every 4 hours
Stop wDrk after 8 hours at 0-29
NTU above backoround
Stop work after 2 hours at 30-49
NTU above backoround
Stop work
No Dlume observed
Plume observed
VISUAL MONITORING
I CDntinue to mDnitor every 4 hours
I Modify BMPs, & continue to monitor
every 4 hours
Continue tD monitoi every 4 hours
Stop work after 8 hours with an
observed plume
When monitDring visually,,turbidity that is visible over background is considered
an exceedance Dfthe standard. ' .
If an exceedance Dver th~ background level occurs, the applicant, must modify
the activity and continue to mDnitDr eve/)f fDur hDurs Dr as appropriate (abDve). If
an exceedance over the background level cDntinues after the second mDnitDring
interval, the activity must ~tDp ufJtiI the turbidity levels return to background. If,
hDwever, turbidity levels return to background at secDnd mDnitDring level due tD
implementatiDn Df BMPs Dr natural attenuatiDn, work make cDntinue with
appropriate monitDring as abDve.
If anexceedance of 50 NTU or mDre Dver background occurs, the activity must
StDP immediately until the turbldiiy levels return tD background.
d. Reporting: Copies of daily logs, for turbidity monitoring shall be available to
DEQ, USACE, NMFS, USFWS, and ODFW upon request. The log must include:
background NTUs, compliance point NTUs, comparison of the points in NTUs,
and location, time, andtid~1 stage for each reading, Additionally, apR~~~DMITTAL REC'D
DEe 11 2008
Corps No. NWP-2006-841
Page 3 of 8
Enclosure (2)
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Michele Hanson
Page 4
must be prepared discussing all exceedances with subsequent monitoring,
actions taken, and the effectiveness of the actions.
e, BMPs to Minimize In-stream Turbidity:
i. Sequence/Phasing of w9rk - The applicant will schedule work activities
so as to minimize in-water disturbance and duration of in-water
disturbances;
ii. Bucket control - All in-stream digging passes by excavation machinery
and placement of fill in-stream using a bucket shall be completed so as to
minimize turbidity. All practicable techniques such as employing an
experienced equipment operator, not dumping partial or full buckets of
material back into the wetted stream, adjusting the volume, speed, or
both of the load, or by using a closed-lipped environmental bucket shall
be implemented;
iii. Limit the number and location of stream crossing events,Establish
temporary crossing sites as necessary at the least impacting areas and
supplement with clean gravel or other temporary methods as appropriate;
iv. Machinery will not drive into the flowing channel;
v. Excavated material will be placed so that it is isolated from the water
edge or wetlands and not placed where it could re-enter waters of the
state uncontrolled;' and,
vi. Use of containment measures such as silt curtains, geotextile fabric, and
silt fence will be implemented and properly maintained in order to
minimize in-stream sediment suspension and resulting turbidity.
,
,
5) Erosion Control: The applicant is referred to DEQ's Oregon Sediment and Erosion
Gontrol Manual, April 2005, The following erosion control measures (and others as
appropriate) or comparable measures as specifiE;ld in an NPDES 1200-C permit (if
required) shall be implemented: ,: '-
, ,
a. Filter bags, sediment trapsor:catch basins, vegetative strips, berms, Jersey barriers,
fiber blankets, bonded fiber matrices, geotextiles, mulches, wattles, sediment fences,
or other measures used.in combination shall be used to prevent movement of soil
from uplands into waterways or wetlands;
b. An adequate supply of materials needed to control erosion must be maintained at the
project construction site;
c.To prevent stockpile erosion, use compost berms, impervious materials or other
equally effective methods, during rain events or when the stockpile site is not moved
or reshaped for more than 48 hours;,
d. Erosion control measures shall be inspected and maintained daily, or more frequently
as necessary, to ensure their continued effectiveness and shall remain in place until all
exposed soil is stabilized; PRE.SUBMITTAL REC'O
DEe 11 2008
Corps No, NWP-2006-841
Page 4 of 8
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Enclosure (2)
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Michele Hanson
Page 5
i. If monitoring or inspection shows that the erosion and sediment controls are
ineffeCtive, mobilize work crews immediately to make repairs, install
replacements, or install additional controls as necessary.
ii. Remove sediment from erosion and sediment controls once it has reached 1/3 of
the exposed height of the control.
e. Unless part of the authorized permanent fill, all construction access points through,
and staging areas in, riparian or wetland areas shall use removable pads or mats to
prevent soil compaction.
f. Dredged or other excavated material shall be placed on upland areas with stable
slopes to prevent materials from eroding back into waterways or wetlands;
g. Sediment from disturbed areas or able to be tracked by vehicles onto pavement shall
not be allowed to leave the site in amounts that would reasonably be expected to
enter waters of the state and impair water quality, Placement of clean aggregate at
all construction entrances, and other BMPs such as truck or wheel washes if needed,
will be used when earth moving equipment will be leaving the site and traveling on
paved surfaces; and,
h. ProjeCts which disturb one acre ormore require an NPDES 1200C Storm Water
Discharge Permit. Contact the appropriate DEQ regional office for more information
(ContaCt information can be found at: .
http://www.deq.state.or.us/wq/stormwaterlstormwater.htm).
6) Deleterious waste materials: Biologibally harmful materials and construction debris
including, but not limited to: petroleum products, chemicals, cement cured less than 24
hours, welding slag and grindings, concrete saw cutting by-products, sandblasted
materials, chipped paint, tires, wire, steel posts, asphalt and waste concrete shall not be
placed in or where they could enter waterways or wetlands.
a, Cast-in-place concrete or placement of cement or grout shall occur in,complete
isolation from flowing waters and must be cured for a minimum of 24-hours prior to
allowing contact with waters of the ftate;
,b, Use only clean fill, free ofwa~te and polluted substances, to maintain water quality;
c. BMPs shall be employed in order t6 prevent discharges of spills of deleterious
materials to surface or ground water;
I
d. An adequate supply of materials needed to contain deleterious materials during a
weather event must be maintained"at the projeCt construction site and deployed as
necessary; and '
e,' The applicant must remove all foreign materials, refuse, and waste froPk~~OB~IITAl REC'O
DEe 11 2008
Corps No. NWP-2006-841
Page 5 of 8
Enclosure (2)
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Michele Hanson
Page 6
7) Spill Prevention: Fuel, operate, maintain, and store vehicles and construction materials
in areas that minimize disturbance to habitat and prevent adverse effects from potential
fuel spills. . .
a. Complete vehicle staging, cleaning, maintenance, refueling, and fuel storage in
a vehicle staging area placed 150 feetor more from any waters of the,state.
An exception to this distance can be made if all practicable prevention and
containment measures [as in:5) b through e below, or others] are employed
and this distance is not possible because of any of the following site conditions:
I. Physical constraints thatmake this distance not feasible (e,g., steep slopes, rock
outcroppings);
il. Natural resource features would be degraded as a result of this setback; or,
iil. Equal or greater spill containment and effect avoidance if staging area is less
than 150 feet of any waters of the State;
b, If staging areas are within 150 feet,of al')Y waters of the State, full containment of
potential contaminants shall be provided to prevent soil and water contamination,
' ,
as appropriate;
c, Inspect all vehicles operated within, 150 feet of any waters of the State daily for fluid
leaks before leaving the vehicle staging area. Repair any leaks detected in the
vehicle staging area before the vehicle resumes operation;
d, Before operations begin andas often as necessary during operation, steam clean (or
an approved equal) all equipment that will be used below bankfull elevation until all
visible external oil, grease, mud, and other visible contaminates are removed;
e, Diaper all stationary power equipment (e,g., generators, cranes, stationary drilling
equipment) operated within 150 feet of any waters of the state to prevent leaks,
unless other suitable containment is provided to prevent potential spills from entering
any waters of the state; and" '
f. An adequate supply of materials (such as straw matting/bales, geotextiles, booms,
diapers, and other absorbent materials) needed contain spills must be maintained at
the project construction site and deployed as necessary.
8) Spill & Incident Reporting:
a,
In the event that petroleum products, chemicals, or any other deleterious materials
are discharged into state waters, or,onto land with a potential to enter state waters,
the discharge shall be promptly reported to the Oregon Emergency Response
Service (OERS, 1-800-452-0311). Containment and cleanup must begin immediately
and be completed as soon as possible. '
PRE-SUBMITTAL REC'O
DEe 11 2008
Corps No. NWP-2006-841
Page 6 of 8
Enclosure (2)
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Michele Hanson
Page 7
b. If the projeCt operations cause a water quality problem which results in distressed or
dying fish, the operator shall immediately: cease operations; take appropriate
corrective m,easures to prevent further environmental damage; colleCt fish specimens
and water samples; and notify DEQ, ODFW, NMFS and USFWS as appropriate.
9) Vegetation Protection and Restoration: Riparian, wetland, and shoreline vegetation in
the authorized project area shall be protected from unnecessary disturbance to the
maximum,extent practicable through:
'a. Minimization of project and impact footprint;
b. Designation of staging areas and access points in open, upland areas;
c, Fencing and other barriers de marking construction areas; or
d. Use of alternative equipment (e.g., spider hoe or crane).
If authorized work results in unavoidable vegetative disturbance; riparian, wetland and
shoreline vegetation shall be sucCessfully reestablished to function for water quality benefit
at pre-project levels or improved, at the"completion of authorized work.
,I
1 0) A copy of this WQC letter shall be kept On the job site and readily available for
reference by the Corps of Engineers, DEQ personnel, the contractor, and other
appropriate state and local government'inspedors.
11) DEQ reserves the option to modify, amend or revoke this WQC, as necessary, in
the event new information indicates that the project activities are having a significant
adverse impact on State water quality or critical fish resources,
12) This WQC is invalid if the project is operated in a manner not consistent with the
project description contained in the permit application,
13) DEQ is to have site access upon reaso~able request.
14) If you are dissatisfied with the conditions contained in this certification, you may
request a hearing before the Environmental Quality Commission. Such request
must be made in writing to the Director of DEQ within 20 days of the mailing of
this certification,
PRE.SUBMITIAl REC'O
DEe 11 Z008
Corps No, NWP-2006-841
Page 7 of 8
Enclosure (2)
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Michele Hanson
Page 8
The DEQ hereby certifies that this project complies with the Clean Water Act and state water
quality standards, if the above conditions are made a part of the Federal permit
The applicant shall notify the DEQ of any change in ownership, scope, or construction methods
of the project subsequent to certification. If you have any questions, please contact Corey
Saxon at 503-229-5051.
z~
Sally Puent
Water Quality Manager
Northwest Region
T:CZS,Certhans,06-841 ,doc
cc: Applicant
Gloria Holthaus, DSL
PRE.SUBMITTAL REC'O
DEe 11 2008
Corps No. NWP-2006-841
)age 8 of 8
Enclosure (2)
:: ';8epllrtment of State Land.il.,.
" i775~Summer Street NE, s., 100
..
Salem, OR 97301-1279
~ 503-378-3805
.
Permit No.:
Permit -, .3:
Waterway:
County:
Expiration Date:
Corps No.:
DANA SCHULZ
37378-RF
Removal Fill
Wetland
Lane
August 8, 2008
IS AUTHORIZED IN ACCORDANCE WITH ORS 196.800 TO 196.990 TO PERFORM THE
OPERATIONS DESCRIBED IN THE ATTACHED COPY OF THE APPLICATION, SUBJECT TO
THE' SPECIAL CONDITIONS LISTED ON ATTACHMENT A AND TO THE FOLLOWING
GENERAL CONDITIONS:
1. This permit does not authorize trespass on the lands of others. The permit holder shall obtain all
necessary access permits or rights-of-way before entering lands owned by another.
2, This permit does not authorize any work that is not in compliance with local zoning or other local,
state, or federal regulation pertaining to the operations authorized by this permit. The permit
holder is responsible for obtaining the necessary approvals and permits before proceeding under
this permit.
3. All work done under this permit must comply with Oregon Administrative Rules, Chapter 340;
Standards of Quality for Public Waters of Oregon. Specific water quality provisions for this project
are set forth on Attachment A.
4. Violations of the terms and conditions of this permit are subject to administrative and/or legal
action which may result in revocation of the permit or damages. The permit holder is responsible
for the activities of all contractors or other operators involved in work done at the site or under this
permit.. , '
5. A copy of the permit shall be available at the work site whenever operations authorized by the
permit are being conducted,
6. Employees of the Department of State Lands and all dUly authorized representatives of the
Director shall be permitted access to ,the project area at all reasonable times for the purpose of
inspecting work performed underthis permit.
7, Any permit holder who objects to the conditions of this permit may request a hearing from the
Director, in'writing, within twenty-one (21) calendar days ofthe date this permit was issued.
8. In issuing this permit, the Department of State Lands makes no representation regarding the
quality or adequacy of the permitted project design, materials, construction, or maintenance,
except to approve the project's design and materials, as set forth in the permit application, as
satisfying the resource protection, scenic, safety, recreation, and public access requirements of
ORS Chapters 196, 390 and related administrative rules.
9. Permittee shall defend and hold harmless the State of Oregon, and its officers, agents, and
employees from any claim, suit, or action for property damage or personal injury or death arising
out of the design, material, construction, or maintenance of the permitted improvements.
NOTICE: If removal is from state-owned submerged and submersible land, the applicant must
comply with leasing and royalty provisions of ORS 274.530.' If the project involves creation of new
lands by filling on state-owned submerged or submersible lands, you must comply with ORS 274.905
- 274.940, This permit does not relieve the permittee of an obligation to secure appropriate leases
from the Department of State Lands, to conduct activities on state-owned submerged or submersible
lands. Failure to comply with these reqtlirements may result in civil or criminal liability. For more
information about these requirements, please contact the Department of State P~t~BIVitrtAfiet
Michael Morales, W Region Manager " . DEe 11 ZOOB
Wetlands & Waterways ConservatiCm-Biv-::::::>1J /1 .-7' / /?\J/7 .
Oregon Department of State Lands (' /I///p Z~j1j//",,~osf8, 2007
. -. ..
. -- .. .-, ----..
P;uthor~ed Signature Date Issu~ft
--....-.....
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ATTACHMENT A
Special Conditions for Removal/Fill
PLEASE READ AND BECOME FAMILIAR WITH CONDITIONS OF YOUR PERMIT., This project may
be site inspected by the Department of State Lands as part of our monitoring program. The
Department has the right to stop or modify the project at any time if you are not in compliance
with these conditions. A copy ofthis permitshall be available at the work site whenever
authorized operations are being conducted. '
1. This permit authorizes the placement ~f up to 14000 cubic yards and removal of up to 5800 of rock,
gravel and organics in T 17S, R 02W, Section 31, Tax Lot 500 in wetlands, Lane County, commonly
known as 1350 28th Street, Springfield Oregon as outlined in the attached permit application, map
and drawings, dated February 9,2007.
2. TURBIDITY/EROSION CONTROLS, The authorized:workshall not cause turbidity of affected waters
to exceed 10% over natural background turbidity 100 feet downstream of the fill point. For projects
proposed in areas with no discernible gradient break (gradient of 2% or less), monitoring shall take
place at 4 hour intervals and the turbidity standard may be exceeded for a maximum of one
monitoring intervals per 24 hour work period provided all practicable control measures have been
implemented. This turbidity standard exceedance intervals applies only to coastal lowlands and
floodplains, valley bottoms and other low-lying and/or relatively flat land.
3. Turbidity shall be monitored during active in-water work periods. Monitoring points shall be at an
undisturbed site (representative background) 100 feet upstream from the turbidity causing activity
(i.e" fill or discharge point), 100 feet downstream from the fill point, and at the point of fill. A
turbidimeter is recommended, however, visual gauging is acceptable. Turbidity that is visible over
background is considered an exceedance of the standard.
4. The following erosion control measures (and others as appropriate) shall be observed:
a. Filter bags, sediment fences, sediment traps or catch basins, leave strips or berms, or other
measures shall'be used sufficient to prevent movement of soil from uplands into waterways or
wetlands.
b. To prevent erosion, use of compost berms, impervious materials or other equally effective
methods, shall be used to protect soil stockpiled during rain events or when the stockpile site is
not moved or reshaped for more than 48 hours.
c, Erosion control measures shall be inspected and maintained daily, or more frequently as
necessary, to ensure their continued effectiveness and shall remain in place until all exposed soil
is stabilized.
d. Unless part of the authorized permanent fill, all construction access points through, and staging
areas in, riparian or wetland areas .shall use removable pads or mats to prevent soil compaction.
However, in some wetland areas under dry summer conditions, this requirement may be waived
upon approval by DSL. At project completion, disturbed areas with soil exposed by construction
activities shall be stabilized by mulching and native vegetative plantings/seeding. Sterile grass
may be used instead of native vegetation for temporary sediment control. If soils are to remain
exposed more than seven days after completion of the permitted work, they shall b~~vW"#ilV\\Jth
erosion control pads, mats or similar erosion control devices until vegeta?'Rt.~~%N~Glti(;h;}l1&\" U
Installed. , DEe 112008
, .
Attachment A
37378-RF
Page 3 of 3
e. Where vegetative erosion control is being done on cut slopes steeper than 1 H:2V, a tackified
seed mulch shall be used so the seed does not wash away before germination and rooting.
f, Dredged or other excavated material shall be placed on upland areas having stable slopes and
shall be prevented from eroding back into waterways or wetlands.
"
5, HAZARDOUS, TOXIC AND WASTE MATERIALS. Petroleum products, chemicals, fresh cement
sandblasted material and chipped paint or other deleterious waste materials shall not be allowed to
enter waters of the state. No wood treated with leach able preservatives shall be placed in the
waterway, Machinery refueling is to occur off-site or in a confined designated area to prevent spillage
into waters of the state, Project-relate<;l spills into water of the state or ontc! land with a potential to
enter waters of t.he state shall be reported to the Oregon Emergency Response System (OERS) at 1-
800-452-0311.
6, If aQY archaeological resources and/or artifacts are uncovered during excavation, all construction
activity shall immediately cease. The State tlistoric,Preservation Office shall be contacted (phone:
503-986-0669). .
7, Issuance of this permit is contingent upon acquisition of the required permits and approvals from the
City of Springfield.
8, When listed species are present, the authorization holder must comply with the Federal Endangered
Species Act. If previously unknown listed species are encountered during the project, the
authorization holder shall contact the appropriate agency as soon as possible.
9, There shall be no impacts to waters of the state until the Department of Environmental Quality has
approved the storm water management plan. A copy of the concurrence shall be forwarded the
Department for the file. '
10, The permit holder shall notify the Department in writing of any operating conditions imposed by other
required permits that would be inconsistent with the approved plan of operation. The Department will
review these requirements and, if appropriate to ensure compliance with state regulations, require
modification of the approved work plan and/or revise the conditions of this permit. '
11. The permittee is responsible for carrying-out the terms and conditions of this permit unless the permit
is transferred to another party as approved by the Department.
12, The Department of State Lands retains the authority to temporarily halt or modify the project in case
of unforeseen damage to natural resources.
13. During trenching or excavation, the top layer of soil shall be separated from the rest of the excavated
material and put back on top when the trench or pit is back-filled, If the native underlying soils are not
used as bedding material, and a coarser, non-native soil or other material is used, preventative
measures such as clay or concrete plugs shall be used so that underground hydraulic piping does not
occur and dewater the site and adjacent wetlands.
,14. Wetland mitigation for the unavoidabl~ loss of .51 acres of Flat/PEM has been accomplished via
p~rchase of .51 credits from the Amazon Creek Mitigation Bank, per the em~l?r-sotMl\lAe~b
Issued: August 8, 2007, DEe 112008
G:\WWC\AttachmentAwestLASIRF Removal Fill PennitsI3737B-RF-07,doc
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US Army Corps
Of En!lineers (Portland District)
JointPermit
Application Forlll
i ~'f:0~L~5~.L:\h:1Pm~~_~__j
District Engineer
ATrn: CENWP-OD-GP
PO Box 2946
Portland, OR 97208-2946
503-808-4373
AGENCIES WILL ASSIGN NUMBERS ' ' ./J r
COT]lS Action ill Number 260 G,- 81f( , Oregon Department of State Lands No 81.3113-l'(j-
SEND ONE SIGNED COPY OF yOUR APPLICATION TO ,EACH AGENCY !!eVISe.d
West o/lhe f:ascades: East of the Cascades:
State of Oregon State of Oregon .
Department of State Lands Department of State Lands
PO Box 4395, Unit 't8 OR 1645 NE Forbes Road, Suite 112
Portland, OR 97208-4395 Bend, Oregon 9770t
503-378-J805 541-388-6112
Dana Schulz Business Phone #
95950 N. Bank Road Home Phone#
Gold Beach, OR 97444 FAX #
E-mail:
Business Phone #
Home Phone#
FAX #
Ecmail:
Business Phone #
Home Phone#
FAX#
E-mail:
AND
(1) Applicant
Name and Address
(54D 247-5606 ,
Authorized Agent
Name and Address
(Signature required'in Block 9)
[Sj Consultant 8 Contractor
Property Owner
Name and Address
(Ifdifterent-than applicant)l
Allen Martin
1450 Flintridge Ave:
Eugene, OR 97401
Q..bar 1 !aJcharter.net
(541) 683-4997
~pacinfo,com
I (2)
PROJECT LOCATION
Street, Road or other descriptive location Legal Description (attach tax lot map")
1350 28th Street - 0.5 miles north of East Main Street on Quarter/Quarter I Section Township I Range
30st Street NW Y.. NW Y.. 31 17S 02W
IIn or Near(Cityor Town) I County Tax Map # Tax Lot #2
Springfield Lane Tax lot 17 02 31 22 500
I WetlandlWaterway Name (piek one) I River Mile (if known) Latitude Longitude
Wetland . 44.05416200 N -122.98390850 W
I' Do you consenllO allow Corps or Dept. ofStateLan~r staff/o"enter into the above-described property? * tx I Yes 1-! No
(3)' ,PROPOSED PROJECT INFORMATION
I Type: Ix! fill !xl Excavation (removal) Qln- Water Structure R MaintainlRepair an Existing Structure
I Brief Description: I Construct 5 warehouse buildings with offices and 4 storage buildings with office & residence
I ,: Fill
' nRiprap [Xl Rock PifGravel RSand nSilt nClay nOrganics nOther:_____.___
I Wetlands I Total (cy) I 10,390 I Permanent (cy) 1,750 Temporary (cy). [0
I Impact Area in Acres I 0.49 Dimensions (feet) L' I 250 I W' 100
I Waters Total (cy) I 2,790 . I Permanent (ev) 2,790 Temporary (cy) 0
below OHW [Impact Area in Acres [ 0.016 Dimensions (feet) L' [36 I W' 36
I Removal
[nRiprap ~Rock nGravel' nSand nSilt fX1Clay fX10rganics
I 'wetlands 1 Total '(cy) I 5,680 I Permanent (cy) 36
!Impact Area in Acres I 0.49 Dimensions (feet)
I Waters' Total (cy) [ 35 I Permanent (cy) 35
below OHWllmpact Area In Acres I 0.013 Dimensions (feet)
I H' 12
1 H' 16
n Other:
Temporary (cy)
L' I 250 I W'
-Temporary (cy)
L'136' I W'
o
100
o
[ 36
I H' 11
I H' I varies
I If applicant is no't the pl-opcny owner, permission to conduct the \vork must be attached.
2 Attachacopy of all tax. maps with the project area highlighted.
r Italicized areas are /lor required by 'lte Corps/or a complete <<pp/icution,bnt may be necessary prior to final permit decision by the Corps.
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PRE-SUBMIITAL REC'D
DEe 11 2008
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Are you aware of any state or federal Endangered Species on the project site? DYes {ENo
Are you aware of any Cultural/Historic Resources on the project site? D Yes !KINo
Is the project site within a national Wild & Scenic River? DYes !KINo
Is the project site within a state Scenic Waterway?* R Yes [KINo
(4) PROPOSED PROJECT PURPOSE & DESCRIPTION
Projeet Purpose and Need: I
Provide a description of the public, social or economic benefits of the project along with any supporting formal actions of a
public body (e.g city council. special district board). as appropriate, . ,
See attached pages
If yes, please explain in the
project description (in block
4)
Project Description: Include the following information:
o V olumes and acreages of all fill and removal activities in waterway or wetland separately
[J Permanent and temporary impacts
C Types of materials (e.g., gravel, silt, clay, etc,)
C; How the project will. be accomplished (i.e., describe construction me~hods)
C For work in waterways where fish are likely to be present, complete and attach a plan to isolate the work area from the
flowing water. (See the Section A of the Resource Plan Guidance Doc~ment.) ,
o If native migratory fish are present (or were historically present) and1yoll are installing, replacing or abandoning a culvert or
. j
other potential obstruction to fish passage, complete and attach a statement of how the Fish Passage Requirements, set by the
,
Oregon Department ofFish and Wildlife will be met, (See Section B of the Resource Plan Guidance Document)
o For fish h.abitat Or wetland restoration or enhancement activities, corhplete the supplemental Fish Habitat or WetJand
Restoration and Enhancement form
See attached pages
Project Drawings:
State the number of project drawing sheets included with this application:
A complete application must include a location map, site plan, cross-s~ction drawings and recent aerial photo as follows and as
applicable to the project: .
o Location map (must be legible with street names)
o Site plan including
[1 Entire project site and activity areas
:~~! Existing and proposed contours
f.J Location of ordinary high water, wetland boundaries o~ other jurisdictional boundaries
[j Identification of temporary and perm.anent impactareas within waterways or wetlands
o Location 0 f stagi ng areas
o Location of construction access
o Location of cross section(s), as applicable
[] Location of mitigation are~ if applicable
o Cross section drawing(s) including
o Existing and proposed elevations
o Ordinary high water andJor wetland boundary or other jurisdictional boundaries
o Recent Aerial photo (l :200, or ifnot available for your site, the highest resolution available)
See attached pages
Will any construction debris, nmoff, etc., enter a wetland or waterway? DYes ~No
If yes, describe the type of discharge and show the discharge location on the site plan.
Estimated Proiect Start Date:J'",-ov. 2006
Estimated Proiect Completion Date: Oct._2!lft8
.. Italicized areas frre not requlre(f by the Corps/ora complete application, but may be necessury prior to finaf pennlt decision by (he Corps.
',.. PRE.SUBMITTAL REC'D
DEe 11 2008
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Site RestorationlRehabilitation
o For temporary distw'bdnce of soils and/or vegetation in waterways, wetlands or riparian areas, please discuss how you
will res~ore the site after construction including any mqnitoring, if necessary*
Not applicable
lvJiti~ation
Describe the reasonably expected adverse effects of the development ofthis project and how the efficts will be mitigated. *
o For permanent impact to wetland,. complete and attach a Compensatory Wetland Mitigation (CWM) Plan (See OAR
14/ .085-0121 to OAR 14 J -085.0176 for plan requirements) *
o For permanenlimpact to waterways or riparian areas, complete and,al/ach a Compensatory Mitigation (CM) plan (See
OAR 141 -085cO 115 for plan requirfmems) *
o For permanent impact to estuarine wetlands. you mus/submit an Estuarine Resaurce Replacement Plail. (See OAR 141-
085-0240 to OA R 141-085-0257 for plan requi~ements) *
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See auached
IMitiJ?ation Location Information (Fill out only when mitization isproposed or required A
Proposed mitigation: DOnsite Mitigation
(Check all that apply) Oqffsite Mitigation
X Mitigation Bank
DPaymen( to Provide
Street, Road or other descriptive iDeation
In or Near (City"oi- Town)
Wetland/Waterway IVame (p'-ckone)
I Cauntv
River Mile (ifknown)
Type afmitigation:
X Wetland A1itigation
DMitigationfor impacts to other waters ~,
[lA1itizationfor imoacts to navi~()lion.fishinR, or recreation
Lezal Description (attach t!]X /Ol.!l1{1Q*)
Quarter/Quarter I Sectio~ I Tow~hjp I Range
I Tax Moo # I TaxLot#'
LalilIldl! {in DD~DDDD fonnat! Lonr:ritude (in DO. DODD formatJ
{'lame of waterway/watershed/HUe
Name of mi1igation bank (ifapplicable)
Amazon Creek Wetland Mitigation B~nk
i'
:I Athlch a copy oral! tax maps with the project are:l highlighted. .i
.. Italicized arensare nol,requirf!d by tile Corps/or (j camp/elf! app~~iCUliOll, but mny be necessary prior 10 final permir decision by the CO'EC
PRE-SUBMITTAL REC'O
1 1 2008
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(5)
PROJECT IMPACTS AND ALTERNATIVES
Describe alternative sites and project designs that were considered to avoid impacts to the waterway or wetland. (Include
alternative design(s) with less impact and reasons why the alternative(s) were not chosen. *) Describe what measures you will
use (before and after consn'uction) to minimize impacts to the waterway or wetland.
See attached pages
Impact area is: 0 Ocean
B Estuary
B River
B 'Lake
B Stream
00 freshwater Wetland
Describe the existing physical and biological characteristics of the wetland/waterway site by area and type ofresource
(Use separate sheets and photos, if necessary),
See attached pages
For wetlands. include
Cl Cowardin and Hydrogeomorphic(HGM} wetland class{.'}'
o Dominant plant species by layer (herb, shrub, tree)'
o Whether the wetland is freshwater or tidal
o Assessment of the Junctional attributes of the wetland*
o Identify any vernal pools, bogs, fens, mature forested wetland, seasonal mudflats, or native wet prairies in or near the
project area, Do any of these wetlands qualify as Special Areas of Concern (SAC)? (Refer to ORNHIC protocol dated
May 4,2005. htto:l/www.oreoonoov/DCBSIRSLldocs!strear!t1inino waterlSPGP docsJORNHIC orotocat 5 05.odD
For waterways, include a description of, as appropriate:
Cl Condition of bank slopes (eroded, slope, ete)'
o Type and condition of riparian vegetation *
o Channel morphology (i.e., structure and shape)'
o Stream substrate >it
o History of prior disturbance *
o Cause of erosion'"
Cl Fish and wildlife (type, abundance, period of use, significance of site)
o General hydrological conditions (e.g. stream flow, seasonal fluctuations) *
Describe the existing naviga/ion,jishing and recreational use afthe \-vaterwayor wetland. *
Resource Plan Requirements
o Describe the wate"r quality conditions of the site and the expected effect of the project on these conditions.
o Describe the reasonably expecledadverse effects of the development afthis projecl and how the effects w![[ be mitigated *
o For temporary disturbance of soils and/or vegeta/ion in waterways, wetlands or riparian areas, complete and attqch a Site
Restoration Plan to restore the site after construction. See section E afthe Resource Plan Guidance-Documentfor plan
requirements_ 'I<
o For permanent impaetto wetlands, complete and attach a Compensatory Wetland Mitigation (CWM) Plan. (See Section F
in the Resource Plan Guidance Document for CWlvf plan requirements) *
o For permanent impact to waterways or riparian areas, complete and attach a Compensatory Mitigation (eM) plan. (See
Section G in the Resource Plan-Guidance Document for eM plan requirements) '"
o For permanent Impact to estuarine wetlands, you 'must submit an Estuarine Resource Replacement Plan. (See OAR 141-
085-240 to OAR 141-085-257 for plan requirements)'
In addition to any construction measures, complete and attach:
o A Sediment and Erosion Control Plan (See DEQ's Oregon Sediment and Erosion Control Manual at
ht10:/Avvlw.deo_state_or.us/wo/woDermit/ESClvfanual.htm (Section C a/the Resource Plan Guidance Document) "*
Cl For a project with impervious surface (new or associated), complete and attach a post-construction stormwater
management olan, (See Section D of the Resource Plan Guidance Document)
.. '
... ItaliCized (lr(!lLf are not required by the Corpsfora complete application, butnmy be neceSS/lf)' prior to final pt'.fmi1 {lecis/on by the Corps.
PRE.SUBMITTAL RE.:'D
DEe 11 Z008
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(6) ~ ADDmClNAL INFORMATION
Adjoining Rroperty Owners and'Their Address,and Phone Numbers (if more than 5, aUach printed labels')
Tax lots 17023100003600 (eas: side) & 17023100003700 (south side)
HYLAND BUSINESS PARK, llC
PO BOX 7867
EUGENE,OR97401
Tax lots 1702312200201 & 1702312200501 (north side)
UNION PACIFIC CORP. ' '
1700 FARNAM ST
UNION PACIFIC CORP
10TH FLOOR SOUTH
OMAHA, NE 68102
Tax lots 1702312200700 & 1702310001001 (westside) "
CITY OF SPRINGFIELD
150 N 4TH ST
CITY HAll
SPRINGFIELD, OR 97477
Has the proposed activity or' any related activity received the attention of the Corps' of Engineers or the Department of State
Lands in the past, e,g" wetland delineation, violation, permit, lease request, etc.? BYes ~No
If yes, what identification number(s) were assigned by the respec1ive agencies:
Corps #' Stale of Oregon #
Has a weiland delineation been completedfor this site? ~ Yes BNo
If yes, by whom': Environmental Science Associates, Inc."
Has the wetland delineation been approved by DSL or the COE? ~ Yes B No
(If yes, attach concurrence leUer.)'
PRE-SUBMITTAL REC'D
DEe 11'2008
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* Italicized are~ are not required by the Corps for a comp.1ete app(icaCion, but may be necessary prior iofi1'lalpermU decision by the Corps.
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(7) CITY/COUNTY PLANNING nEPARTMENTAFFIDA VIT (to be completed by local planning official) *
I have reviewed the projectoutlined in this application and have determined that:
OThis project is not regulated by the comprehensive plan and land use regulations,
OThis project is consistent with the comprehensive plan and land use regulations,
IZThis project will be consistent with the comprehensive plan and land use regulations when the following local
approval(s) are obtained.
OConditional Use Approval
Ili:IDevelopmcnt Permit oOther,
;?;-&L ,,\...... R.w.,....,
o This project is not consistent with the comprehensive plan, Consistency requires a
o Plan Amendment 0 Zone Change 0 Other
An applicatIon ~ has 0 has not been filed for local approvals checked above. ?-.-.:: - .sulo~ \'f....(
1<'1 vtL -.JOVl.....~ _ ~\~I^--V ~ ~nc.-h,gJ
Local planning official name (print) SIgnature U Title City I a:eUnty
Comments:
9/25/0"
,
Date
(8) COASTAL ZONE CERTIFICATION"
If the proposed activity described in your pennit application is within the Oregon coastal zone, the following certification is r~quired before I
your application can be processed. A public notice will be issued with the certification statement, which will be forwarded to the Oregon
Depamnent of Land Conservation and Development for its concurrence or objection. For additional infonnation on the Oregon Coastal Zone
Management Program, contact the department at 635 Capitol Street NE, Suite 150, Salem, Oregon 9730 I or call 503-373-0050,
CERTIFICATION STATEMENT
I certify that, to the beSl of my knowledge and belief, the proposed activity described in this application complies with the approved Oregon
Coastal Zone Management Program and will be completed in a manner consistent with the p-rogram.
Print !Type Name
Title
Applicant Signature
(9)
Date
SIGNATURE FOR JOINT APPLICATION
jJ:i
Application is hereby made for the activities described herein, I certifY that I am familiar with the information contained in the application, I '
and. to the best of my knowledge and belief, this information is true, complete, and accurate. I further certifY that I possess the authority to
undenake the proposed activities. I understand that the granting of other permits by local, county, state or federal agencies does not release me
from the requirement of obtaining the pennits requested before commencing the project. J understand that payment a/the required slale
processing fee does l10tguarantee permit issuance. The fee for the state application must accompany the app/jcationfor completeness.
Amount endu.>ed 56110.00 ,* (Fill Application Fee for Commercial Operato~ $375, Fill Volume Fee> 10,000 cubic yards: $225)
\>1'<'"'1'0 "'\2... 5c..t+.....1"'L-- . O~ '
Title
q -'Z.(- I:) (.,
Date
/{/t-!4/ Grr5vlfhl
Title r:~~ t
Date
~ant Signature
I ce,l,fl,(hat I m,Adt.,as tie du'ly authorized agent of the applicant.
H!l1/J1 _lTjiJv'fiit
I -ll ,.
Authorized Agent Signature
f cerrijj; that Ihe applic(lnt has my permis,\-iun to cunduct the project on my properly. *
Print /Type Name
Title
Property Owner Sil!11aWre3
Date
PRE-SIJ~\\Ji1TIAI RI':C'D
DEe 11 zoos
:J If the project is on a state-owned waterway, you must contact the Land Management Division of the Depa.rtment of
State Lands for app.rova.l to proceed wi"th this application. See www.orecron.aovIDSLI ror a ~ist of state-owned
wa terways.
* Ila/idl~tl urdJS are lIot required by Ihe Corps/or Q complete applicatiotl, but may be mcessary prior to [l1Ial permit decision by the Corps.
..
Supplement: Fish Habitat and Wetland Restoration and Enhancement Activity Plan *
This information is required for all fish habitat and wetland restoration and enhancement'projects that are eligible
for the SPGP,
This project involves aclivities tliat will provide
[] Fish Habitat Enhancement
[] Wetland Restoration and Enhancement
, .
[] Both Fish Habitat and Wetland Restoration and Enhancement
L ACTIVITIES (complete applicable sections)
: J:
FISH ENHANC EMENT QUANTITY CUBIC YARDS EACH TOTAL CUBIC YARDS
ACTIVITIES 4 Removal Fill Removal Fill
I Fish Rocks I I I I I 1
I Deflectors 1 I I I I 1
I Rock or Log Weirs I I I I I I
I Gravel Placement I I I I I I I I
I PooJlPond Construction I I I I I I I
I Back/Side Channel Construction I I I I 1
l Channel Construction 1 I I I I
I. Barrier Removal I I, I 1
I Woody Material I I I I I
WETLAND RESTORATION AND QUANTITY CUBIC YARDS EACH. TOTAL CUBIC YARDS
ENHANCEMENT ACTIVITIES 4 Removal Fill Removal Fill
II Ditch Plugging l I I I
I Water Diversion I I I
Drain Tile Removal or. Destruction I I I ~
I Dike ConstructionIRelocation I I
I Water Impoundment Structure. I I I I
I Bank Excavation/Contouring I I I I
I Dike Removal/Breaching I I I
I Surface Grading I I I I
I Other (describe) I, I I I
2. FILL AND REMOVAL VOLUMES AND ACREAGE AFFECTED
total cubic yards offill below ordinary high water or within wetlands
total cubic yards of removal belO\~ ordinary high water or within wetlands
[] Restore
8 Create
. ':. [] Enhance
-. .". B COIlvert..
acres offo;mef (drained or diked) wetland
acres of ne'.v wetland
acres of existing wetland
acres of wetland to upland
,
Below ordimlry high water line ,or within wetlands
,.. Italicized arem- are not required by the Corps for a complete application, but may be necessary prior 10 final permit decision by/he Corps.
PRE-SUBMITTAL REC'O
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3. REQUIRED ATTACHMENTS (on 8,5 x II or 8.5 X 14 paper)
For projects that involve Wetland Restoration and Enhancement 'activilies
o Project site located on National Wetlands Inventory map
o Aerial photograph showing project boundaries
o Project Site located on soil survey map (if available)
[J Location of all proposed construction, including dikes, water control structures, spoils placement, etc.
o Location & approximate boundaries of existing wetlands and wetlands to be restored and/or enhanced
4. ODFW REVIEW: I have evaluated the above project and find it will be constructed in a way that
minimizes impact to aquatic rcsource values. The recommended in-water work period is
to
ODFW Biologist Signature Date
5. By signing the removal-fill application the applicant certifies that tbey will complete the project
according to'the General Authorization for Fisb Habitat Enhancement Rules (OAR 141-089-0100
through -0130) and General Authorization for Wetland Restoration and Enhancement Rules (OAR
141-089-0205 through -0240) and the attached plan and drawings.
hltp:floregon.9ovJDSUPERM1TS/docs~ointJ)errnit_app_ v2.1.doc
PRE-SUBMITTAL REC'C
DEe 11 2008
.. lralicized arell'J (Ire not required b)' the COrpSfOf t1 complete nppllcrttion, but may be necessnry prior tofinal permit decision by the Corps.
Mitig'ation Data Form
I App#
I App Name: Schulz Springfield Property
1 Resource Coord: John Otsyula
I Date: 9/29/2006
Cowardin Class
I ~~t\:~~:~.~d~;~act,_ Acreage_ _H~M Class
I-Auth. permanert Impact 0,51 2 .I 3 Flat- ~r1- - --'"2' I 3 PEM
I Mil. Creation 2 '1 3 1 2 3
I Mil. Enhancement 2 3 1 2 3
I Mil. Protection 2 3 ,1 2 3
I Mil. Restoration 2 I 3 1 2 3
I MIl. Bank Credits 0,51 I PTP credits' I Bank Name ~ Amazon Creek Mitigation Bank
Note: Be sure that 8Qreage, HGM, and Cowardin class boxes correspond, Le., if acreage isO.S"!, then you are repo~ing that this relates to RFT "tin the HGM class, and PFO "I in
Cowardin class. If you have more than 3 of'any impact or mitigation type, use the back of this sheet and write OVER on this side.
2
2
2
2
I 2
Protection. Type
o None
o Conservation Easement
. o Reslrictive<Covenant in Deed
o Deed Restriction .
Boncling.Type. .' _
o None Required' -
o Surety Bond
, 0 Letter of Credit
o Assignment of CD
o Other:
Bond Amount
$
Ave,.Buffer Width
It
Monitoring
Years (3 or 5):
Report Due:
As-Built Due:
Mitigation Site Location (Only ifdifferent from impact site. Add pages for additional sites.)
,
I Site Number .tif applicable):
I Name (if applicable):
LWaterbody (on or adjacent):
ICity (if in city limits)
I County (required):
I Tax Lot (if appiicable):
I TRSQQ:
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F:\petRryL welland\JP A\Docs\mil_projecl_form.doc
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Mitigation Project Number (For Data Entry Only):
,
3
3
31
! 31
I 31
I
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-Oregon
Theodore R. Kulongoski, Govemor
Department of State Lands
775 Summer Street NE, Suite 100
Salem, OR 97301-1279
(503) 378-3805
FAX (503) 378-4844
www.oregonstatelands.us.
November 3, 2006
State Land Board
Dana Schulz
95950 N Bank Road
Gold Beach, OR 97444
Theodore R. Kulongoski
Governor
. Bill Bradbury
Re: Wetland Delineation Report for 1350 28th Street, Springfield, Lane Secretary of State
County, T17S R2W See, 31BB, Tax Lot 500; WD #06-0628; App. #37378
Randall Edwards
D M S h I State Treasurer
ear r. c u z:
The Department of State Lands has reviewed the wetland delineation report prepared
by Environmental Science Associates, Inc. for the site referenced above. Based on the
information presented in the report, we concur with the wetland boundaries as mapped
in Figure 3 of the report. Within the parcel, 1 wetland unitwas identified, totaling 0.49
acres. The wetlands are subject to the permit requirements of the state Removal-Fill
Law. A state permit is required for fill or excavation of 50 cubic yards or more in a
wetland area.
This concurrence is for purposes of the state Removal-Fill Law only. Federal or local
permit requirements may apply as well. This concurrence is based on information
provided to the agency. The jurisdictional determination is valid for five years from the
date of this letter, unless new information necessitates a revision. Circumstances
under which the Department may change a determination and procedures for renewal
of an expired determination are found in OAR 141-090-0045 (available on our web site
or upon request), The applicant, landowner, or agent may submit a request for
reconsideration of this determination in writing within 60 calendar days of the date of
this letter.
Thank you for having the site evaluated. Please phone me at extension 252 if you have
any questions.
Sincerely,
~~
Wetlands Specialist
Approved by ~II.M"*- c- ~~~
. Jan t C, Morlan, PWS
. Wet nds Program Manager
cc:
Allen Martin, Environmental Science Associates, Inc.
City of Springfield Planning Department (Maps enclosed for updating LWI)
Shelly Hanson, Corps of Engineers
Lane County Resource Coordinator, DSL
P,RE-SUBMITIAl REC'O
DEe 11 2.008 @
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" 'Ci\ViwC\WetJands\Det -WN Letters\2006\06-0628.doc
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Wetland ,:Ices not: contlnlJe Off51~ to
the east due to berm crc.llted to 5GtVC
<15 .Upland etlffer" lor mlb5i'bon prOject
OAS acr=-
w~land(f'EM).
if
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teO ,tor. odJ
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We~i1;.a extend5 ofblte
to !>OUth for short distance
on t>anl::. of Q Street Oltcl1
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'DSLWD# 1/'0 (,
APprovallsSued J //'3/ Db
Approval Expires J / / 3 J J (
,: Weiland boundary surveyed usingCMT GPS
, wiih post.processing differential correction.
Horizontal aocuracy estimated to be within
1 meter based on fnstrument capablJity and
known locations on high resolution ortho.
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DEe 11 ZOOS
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December 14.2006
Scl1lllz 30'~ Sr. Removal/Fill Application
BLOCK 4 PROPOSED PROJECT PURPOSE & DESCRIPTION
The proposed project purpose is intended to;
(1) provide an acceptable site entrance road, (2)
provide storage buildings needed by nearby
residents of Brcntwood apartments and single-family residents in the vicinity and (3) provide
sp,ce for office/shop/storage facilities for local contractors and small businesses. The site
currently does not have an acceptable site entrance and the City of Springfield has required
that the owner construct an approved site entrance. Secondly, storage space is needed to
serve nearby apartment complexes and residential neighborhoods, High-density residential
development typically does not provide storage facilities and the tenants in the newly built
residential apartment buildings need storage facilities. Integrating storage facilities into
residential neighborhoods reduces travel and fuel consumption - benefiting the community
and the environment.
'!be third aspect of the project purpose is to provide office, shop and storage space for local
comractOrsand businesses. The site was selected for its' location to provide small- to
mecUun1-sized contractors office/work areas/storage space in proximity to numerous
construction projects in the Springfield area. N~ajor construction- projects include Sacred
Heart Medical Center and related ancillary projects such as medical offices, clinics, hotels,
food service, the Sen1antcc building project, and the overpass construction project a~ the 1-5
and Gateway interchange_
~Ibe project involves construction of a new site
entrance, five new warehouse buildings with
offices imd four storage buildings with an office
and manager residence. The finished project will contain 750/0 operating businesses and 250/0
storage space. The existing site is a 5.0 acres industrial site with four existing industrial
stmage buildings located in the westcrn portion of the site. Current access to the site is via a
gravel access road from 28th Street which requires crossing private property and a non-
regulated railroad crossing. Site access is res~ricted due to the non-regulated railroad crossing
and limited access across private property. Fortunately, the property has an undeveloped
access easement at the southeast property comer. ]be easement provides site access via a
connection to 30lh Strcer. ~Theson[heast c~)tner easement was created in 1945 to allow access
to 'Main Street but an entrance road was never built The easement is approximately 40 feet
long and crosses a small drainage that connects to the Q Street Ditch stormwater system.
CUT
PERMANENT FIll VOLUME
JURISDICTIONAL IMPACTED FILL AREA VOLUME CUT AREA (CUBIC
ACREAGE ACRES (ACRES) (CUBIC YDS) (ACRES) YARDS)
-'-.-.--" ..- -._--
WETLAND A 0.49 0,49 0,[,9 1,750 0,02 36
WATERWAY (DFFSITE) 0.016 0.016 0,016 2,790 0.013 35
TOTAL 0,51 0.51 0.51 4540 0,03 71
TABLE 1: Fill/Removal Volumes and Acres
Construction activities will consist of the use of various types of heavy equipment including
excavators, backhoes, scrapers, and vibratory rollers that will be used for installation of new
utilities in trenches, mass excavation for site' grading), and imported fill placements.
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Excava [ion and rcmoval will be followed by placing clean, Imported granular material to
establish fInish grade for effective, site drainage and construction of proposed buildings,
. material storage areas. Imported g~anular' material will be obtained from .perinitte:d local
aggregate operations that provide ",jasl1ed,'graded crushed aggregate material free of loams,
claysl organics and deleterious materials_ Sc~iment and erosion control structures, i.e., silt
fences and bio-berms will be insmU~d prior to site disturbance. Sedif!1cnt and erosion control
measures and the storm\vater plan are included in the attached figures. Access for
construction and aggregate hauling ,viII be'in radius formed at intersection of 30'h Street and
Commercial Street. .
The project site is located off 31" Street in Springfield, Oregon and can be located ,vith thc
following directions:.
Directions 10 project site from DSL S\llein office:
. Head north on Front 5t NE'toward D Street NE and travel 0,1 mi
. Make a U.turn at D Street NE and'travel 0.2 mi,
. Turn right at Front St NE and travel 0.5 mil
. Continue on Trade Street SE and'travel 0,1 mi.
. Take the ramp onto'I-5 South and travel 55,7 mi.
. Merge onto OR: 126 ,via exit 194A to Springfield and travel 2.7 mi.
. Take the Mohawk Boulevard exit and travel 0,1 mL
. Turn left at Mohawk Boulevard and travel 0.2 mi.
. Turn righl at Marcola Road and travel 0.5 mL
. Turn right at 28th Street and travel 1.3 mi.
. Turn left at Main Street and travel 0,2 mi.
. Turn left at 31 Sl Street and travel 0.5 mi. to project site
"
Site history is based on review of historical aerial photographs dating to 1936, Historical
aerials show hay fields present until 1941 (Figure 14). By 1952 (Figure 13), a sawmill was
present. Sawmill operations occupied the site continuously from 1952 into the '90s.
Subsequently, various areas of the ,?ite were used for storage of wood waste, recycled asphalt
shingles and 'warehouse storage. A wigwam burner was once present in the property center
and large stockpiles of sawdust accumulated in the southeast. corner. Evidence of
dismrbance)i.e'l fill and removal ~ctivitie;s;started "\vith sawmill activities shortly after 1944.
Historical aerials indicate the entire site h~s been disturbed over the course of the last fifty or
SIXty years_
c
..:
The attached Figure 12 is a 2004i orthophoto of thc project site. The wetland delineation
(\-VD #2006-0628) completed in 2006 identified 0.49 acres of Palustrine cmergcnt wetland'
located' in the southeast property corner. Oregon Department of State Lands issued
concurrence for jurisdictional wetland boundaries November 3, 2006, In order to establish
the wetland boundaries, the investigation started ,vith review of the aerials taken in 1936,
1944, 1952, 1960, 1968, 1979, ,1990,2002, 2004 and 2005, Local weather, site soil
information and historical aerial photographs were reviewed prior to the site visit. Site visits'
"occurred on April 5, 18 and 19; 2006", The wetland detennination followcd procedures
defined in the 1987 Army Corp of Engineers Wetland Delineation Manual (Wetlands
Research Program Technical Rep9rt Y-87-1) and reguitements deflncd by Oregon Division
of State Lands in OAR 141-.090-0035, j\fter, becoming familiar with general site
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characteristics,.areas were selected for delineauonrrarisects. The only location on the site not
cO\'ered with fill was a low-lying area in the southeast comer, The remainder of the site
appeared to be covered with several feet of fill, Soil pits were dug not only to delineate the
w~tland boundary but also at various locations across the 'property to estimate thickness and
composition of fill. Soil [cst pits were dug to look for soil indicators, i.e., presence/absence
of redoximorphic features. Due to disturbance and large areas covered with flU, vegetation
on the site was sparse. Consequently, vegetation was not considered a significant wetland
indicator in identifying wetland areas, After determining where soil and hydrology met
wetland criteria, sample plots wcre identified and data determination sheets completed for
paired plots,
,\ total of fourteen sample plots were completed. Sample plots were identifled with
fluorescent blue 36" long pin flags. Each flag was labeled with sample number. Wetland
boundaries were marked with 36" long fluorescent pink pin flags placed approximately 20
feet apart. The wetland boundary waS surveyed using a Corvallis MicroTechnology, Inc. MC-
GPS instrument and later processed with post-pro'cessing differential correction data from
[he Eugene OBEC community base station.
Thc following drawings arc included as 8.5 x
11 attachments, All drawings and figures are
av:ailable on larger format upon request. A
total of fifteen (15) drawings are included,
Figure '1: Site Location
Figure 2; Tax Lot Map
Figure 3; Site Plan with Cross Section
Figure 3A; Cross Sections
Figure 4: Driveway Derail with Cross Section
Figure 5: Alternative Design 1
Figure 6; Alternative Design 2
Figure 7; Alternarive Design 3
Figure 8; Preferred Design
Figure 9; Existing Conditions
Figure 10; Erosion Control Plan
Figure 11: Erosion Control Details
Figure 12; 2004 Aerial
Figure 13; 1952 Aerial
Figure 14; 1944 Aerial
The project is scheduled to Slart May 2007 and
be complcted by October 2008,
,
BLOCK 5 PROJECT IMPACTS AND ALTERNATIVES
The project purpose is to construct a public
entrance road to the site and provide storage
facilities for nearby high density residential
dwellings and shop/ office/ storage for small busihesses and contractors. The site is zoned
for commercial/m~dium industrial development, The project design req'uircs a parcel with
four to seven acres, The applicant considered all potential sites within the Springfield UGB,
.
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Several parcels were considcred_ One site located on 28(1), the Walt's Concrete facility, has
been identified with contaminatiop. requires environmental cleanup; and is zoned heavy
industriaL Another sitclocated near 52~d and 1-105 contains 2.7 acres and is too small for t..'-1c
project purpose. A third potential parcell,?cated on Commercial Avenue contains 100 acres,
ho\.vever, the propertY owner was not ~ling to discuss smaller parcels. Property with
commercial or light/medium industrial. within the Springfield UGB is very limited.
Alternative sites were not practicable either due to incompatible zoning or size.
The projcct purpose is to provide storage
facilities fot local high density residcntial
dwellings and shop/ office and swrage for small
businesses and conrractorsin Springfield, Oregon. Evaluation oJ alternative design had to
consider several important factors that constrained available alternatives.
. The site currently has. only one entrance that is not a public roadway
. The curren t entranc.e road must cross four privately-owned properties
. The current entrance road crosses :hn lmregulated, uh-marked railroad crossing
. \"'\!etland and undeveloped'road e'asement are b+oth located in southeast corner of
pl.oper!J' - avoidance -is not possible.
. Site,has been used,for wood product manufacturing dating back at least to 1952 - all
of sitc has been subjected to recurring disturbance since that time.
. Current acceSS to the site is resmcted to a lilnired use; right-of-way that crosses private
property. The right-of-way is a'gravel road off 28th Street. Thc gravel road lies in a 500-foot
long right-of-way crossing 250 feet of tax'lot 17-02-31'-22-2000 owned by Randy Northrup,
80 feet through tax lot 17-02-31_22-2001 owned by Northwest Castles. LLC, 60feet of tax
lot 17-02-31-22-700 owned by City of Springfield and 100 feet containing the non-regulated,
unmarked Union Pacific railroad crossing, The City of Springfield has stipulated for safety,
fire and emergency, an alternative access that does not cross the railroad, tracks must be
made available.
The site docs not border any road or street as it is bounded'on all sides by other parcels, "The
Union Pacific railroad tracks run north/south and form the north and west property
boundaries, Between 28'" Street and the tracks lies a row of commercially developed, '320-
foot deep lots lining 281h Streer. Arly possible ac~e'ss west to reach 28th Street \vould have to
,cross the railroad tracks and a m~nimum of 400 feet of private property. No ,right of way
easements to 28th exist.
North of the site are-two qilroad tracks and a rail switch 'Nith Industrial Avenue 250 feet
north. In between 'the rail tracks and Industrial Avenue lies an auto salvage yard. .The closest.
access to the cast is 35th Street 1,560 feet:.away and the access would have to cross four lots.
Main Street is the closest road to the south separated by three lots and approximately 2,800
feet,
The site has a one undeveloped right-Dr-way connection to 30'" Street. The right-of-way
easement was recorded in 1945 to allow an un.restricted entrance, independent of the
railroad crossing. The easement allows a 60~foot wide entrance road connection. The City of
Springfield researched the access ~asemel1t and determined it to be valid, 'The City approved
a driveway constructed. on the outer arc C!f the curve where 30!h Street turns into Commercial
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Schulz 30~' St Removal/Fill Application
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Street. City of Springfield phnning staff supporrs the new connection .to improve site access
for fire) emergency and safety, Once the 30th Street connection is complete, the 28th Street
entrance would be restricted for emergency only.
A 0.49-acre wetland area was identified in the somheast comer of the property. The sit.e is
highly disturbed and all areas, including the .wetland; contained evidence of distU1::bancel e.g.
wood debris, construction debris, and displaced 5011 horizons. Upland areas on the site are
fined with variable thicknesses of bark, gravel, boulders, ground roof shingles, and wood
debris and construction debris. Vegetation in the upland is present only in localized linear
zones ~ess than 10 feet wide) along the property perimeter. Most of the vegetation is non-
m.tive or invasive, however. a few black cottonwood and willows area exist. The wetland
contains less than 100/0 vegetative cover probably due the historical removal of topsoil layers.
Wetland identification relied on hydrology primaIily, soil secondarily and sparse vegetation
when present. The ability to delineate the wetland was the result of lack of fill typical on
more than 90% of the sitc, The wetland area was not identified on the City of Springfield
Local Wetland Inventory (David Evans and Associates, Ine., 1998) or the National Wetland
Inventory.
Scyeral alternative designs were considered. to minimize wetland impacts. The alternative
design shown in Figure 5 crosscs the northeast corner of lot 4900 Lane County Tax
Assessor's Map 17-02-31. Alternative shown on Figure 5 is designed to cross the "Q" Street
drainage channel south of the wetland and creates wetland impacts of 0.1 acres. The "Q"
Street channel is shown as- f100dway on the \X'ater Quality Listed \Vatercourses lviap listed
with the City of Springfield Development Services Department. City restrictions exist for
setbacks and impacts adjacent to the floodway, The "Q" Street channel is a significant
drainage channel serving a large area of Springfield and restrictions make this alternative not
practicable,
Similarly, Figure 6 crosses tax lot 4900, map 17-02-31 and shows an alternative design with
0.18 acres wetland impact but also is not practicable because of the restrictions related to
crossing the "Q" Street channel. Figure 7 shows an alternative with the new site entrance on
lot 5000, Lane County Tax Assessor's Map 17-02-31 entering the property along the east
property boundary thereby avoid1ng crossing the "Q" Street ditch. Wetland impacts
associated with Figure 7 alternative are 0.2'0 acres on the subject property with additional
wetland impacts to an existing Compensatory \Vetland i'vIitigation area (DSL Permit No. FP
7343, USACOE Project No. 1997-00294) on the adjacent tax lot 5000, Tax lots 4900 and
5000 aIe not owned by the applicant. Figure 7 alternative d1ssects the southeast corner
wedand into one small wetland less south of the road less than 1,000 squaIe feet and another
wetland north of the road covering approximately 0.25 acres. The two . small wetland areas
would be isolated and solely dependent on direct rainfall for hydrology.
Thc alternative on Figure 8, the applicant's ptefctred alternative, locates the driveway to
eliminate impact to both the existing wetland mitigation area on the adjoining ta.'( lot 5000
and avoids filling in the "Q" Street channel. A concrete retaining wall along the west side of
the driveway in the vicinity of the "Q" Stteet ch~nnel would be required. With tespect to
the imp~ct to. the on-site wetlands. the required site access road impacts 0.18 acres of
wetlands and splinters the remaining wetlands into twO isolated areas. one south of the road
, .
with less than 900 square feet and another north of road with about 1/.1 acre. Ensrmng a
dependable source of hydrology to the two isolated wedand areas separated by the paved
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entrance road would be a pt:oble~. '~ne,most practicable site design require~,unavoidable
lmpact'to 0:49 acres of wetland.
Due to the site history and:' numerous di~turbances associated with more than SO years of
heavy industrial activity, the wetland"is significantly degraded and has relatively lo\v function.
The Following re71sons makealtern~rives illustrated in Figures 5, Ganci 7 not practicable.
. Small size
.' !sobted
. Lacking buffers from surrounding impervious surfaces
. Limited hydrology
. Lack of topsoil in wetland
. Disturbed nature of entire site
I .'.
. .ivIost of site covered "vith exotic fill material
If ~ny of the existing wetland on tpc site 'were avoided, the "preserved'.' wetland area would
require a Compensatory \X1ctland wI:itigati(~>n Plan ,to rehabilitate any possible area on the site.
Firs(, existi.t;1g grade would raye to be excavated to compensate for placement of imported
topsoil, After topsoil place.ment : and grading; herbicide treatment would be needed to
address any non-natives or invasives seeds in the soil. After excavation, soil placement,
grading and herbicide treatment, the wetland area would have to be monitorcd for one wet
season to ensure hydrology would support prcscribed' wetland vegctation, If hydrology
criteria were met, initial.plantings could follow. Due to the extremely degraded nature of the
existing wetland onsite, the - equiv~lent of a cornpensatol-Y wetfund mitigation proj17ct would
be required for any avoided wetlapd, The design shown in Figure 8 is the most practicable
alternative.
The preferred design was the only design considered practicable that meets the project
purpose to construct an acceptab~e, site access and build storage units and. office. complex.
In addition, the project will provide watcr quality and flood control benefits. In order to
meet building code requirements,::the project must include a bioswale for treatment of site
mnoff prior to discharge into the'''Q'' Street channeL 'Ibe treatment area will be used for
improving flood control for the "0." Street channel by allowing overflow into ,thetreatmem
area from the "Q" Strect channel'during'significant flooding events, The project was scaled
to fit the only available parcel apd could !lot be developed if the amount Qf impact is
reduced. "
The applicant considered alternatives that
minimized wetland impacts, however, any
preserved wetland would have to be
rehabilitated which would not be the most practicable approach, Rehabilitation on a highly
disrurbed site with a history of heavy industrial use dating to the early '50s would be the
difticult with poor probability of success.,
Topographically, the site is relatively t1at wi th
elevations between 470 and 473' feet above
mean sea leveL The property lies within an
industrial area, Railroad tracks form the north
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. and \vest boundaries. Industrial facilicics adjoin the property to the north and west. Drainage
off the site is by overland flow to the south and into the Q Street drainage channel. Channels
or drainages are not present on the property and the site does not have a point source
discharge,
COWARDIN Class
. PEM
HGM Class
. FIa ts
The wetland area would be classified as PEM prior to disturbances related to wood product
manufacture that started in the <405. Soils on the site are mapped as Awbrig-Urban Land
Complex and Coburg-Urban Land Complex. Coburg covers approximately 1.6 acres in twO
finger-like lobes that extend into the site from the west side. The remaining- 3.4 acres is
mapped as Awbrig soil covering most of the southeastern 3/4 of the site.
Due to more than 50 years of disturbance
associated "\vith wood products manufactUre, the
site is degraded from a hydrologic and plant
community petspcctive. The hydrology source is exclusively precipitation. The position in
the landscape in a very shallow depression in a flat alluviaL floodplain setting, Review of .
historical aerial photographs shows almost 1000/0 of the site has undergone disturbance, e.g_,
clearing, buildings, stockpiles) wood debris, storage, etc. Soil pits in sample plots completed
during the delineation showed evidence of widespread soil disrurbancc with wood and
construction debris present at depth and evidence of chaotic soil horizons.
Vegetation on the site is sparse but includes the following (dominant listed with *),
Trees
. Populas trichocarpa'
Shrubs
. Rubus armeniacus*
Herbs! forbs
. Festuca arundinacea*
. Vulpia M1JllroS
. Holcus lanatus*
. Daucus carota
. Hypochaeris radicata
. Vicia sativa
. Trifolium pratense*
.' Cerastium viscosum
. geranium molle'
. Juncus effilsus
. Echinochloa cmsgalli*
. Lamillm pllrpureum*
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Schulz 30th St Remova.llFill Application
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The follo\.ving summary of the functional assessment of wetland attributes is based on
guidance provided in the Guidebook for Hvdro~eomor9!J.ic(HGfvf\ -l]~5r.:1../\,?sf:5~fTlent of
9n"l!on \"\7edand and Ri~arian 'Sites: .5~Mewde ~lasstfication and Pr:-()~lt':s using the "SLOPE
OR FLATS" spreadsheet, The entire worbheet is attached,
Function:
IWa'er Storage & Delav (ws)
Isedim, entStabilization & Phosphorus Retention (51))
Nitrogen Removal (n)
jPrimary Production (po)
Ilnvertebrate Habitat Slpoort (i)
IAmphibian & Turtle Habitat Ian
IBreeding Waterbird Support (bw)
IWintering, & Migratin.g Waterbird SUT)Dort (ivw)'
ISongbird Habitat Suooort (sb)
ISupport ofCharacte~istic Vegetation (v)'
Calculated Function
Capacity for SF sites
if HFR: if LAR:
0.05 0,11
0,67 0.77 1
.0.49 0.49 I
0.4& 0.49 I
034 034 1
0,3\ 031
0,00 0,00 1
0.54 0,72
0.20 0.23
0,44 0.46
Table 2: HGM Assessment
Abbreviations:
SF: Slope or Flats subclass .
HFR: scaled to highest functioning reference site in this subclass
LAR: scaled to leastaltercdrefereJ}ce site in this subclass
Hydrology is provided by precipitation, Prior to
18~1, most of the site was a seasonally wet
prairie with small areas of upland pra.irie on the
west side. The site lies in an alluvial floodplain
and 'is appro~ately 4~OOO southwest of the McI(enzi~ River. Precipitation moves across the
site prqperty as overland flow south into the Q Street drainage channel The wetland area,
located' in the southwest comer is sea~onal1y saturated. with small, shallow depressions
inundated after heav)' rainfalL ' .
The site is not' used for navigation or fishing:
The site is currentLy used as a storage facility.
Navigation, fishing and recreational use does not
occur,on the property.
The Stormwater Management Plan
and Sediment and Erosion Control
Plan are attached, The project has
submitted a 1200"C application.
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Schuli30lh St. RemovallFilI Application
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The prOjects proposcs 0.49 acres of unavoidable
on site wetland impact and 0,016 acres of impact
for the cntrance road in the right-of-way
easement. Onsite mitigation was considered. However, the site has been used !is a wood
products manufacturing facility since the early '50s and more than 90% of the site is
currently covered ....vith several fect of crushed rock, wood debris. and miscellaneous
" construction material. Soil test pits indicate top soil was removed prior to .fill placement. The
wetland area was the only area without fill. Because the site has experienced morc than fifty
years of dis'mrbance, onsite mitigation would require significant rehabilitation. The 'exotic f.tJI
material would have to be removed, new sub-soil and top-soil placed and comp~cted,
hydrology would have to monitored and herbicide treatment would be requixed, In addition,
the only source of hydrology would be precipitation and any onsite wetland would not be
able .to take advantage of surface runoff from surrounding areas. All surrounding areas
would be impervious surfaces and untreated .runoff is channeled to a'vegetated bioswale.
After prescribed treatment residence time, stormwater is - ?esigned to flow into the "Q"
Street channel. With limited available hydrology in addition to the other rehabilitation
considerations, likelihood of onsite rnitigati(;m Sllccess is poor.
Off-site mitigation was considered using the adjoining property. However-, the adjoining
property is not owned by the applicant and 'the adjoining property owner is not interested in
allowing mitigation, 1be applicant was not able to find a suitable parcel of land for offsite
mitigation that was for sale.
The most practicable solution for mitigation is purchase of 0.51 wetland'credits from the
Amazon Creek Mitigation Bank. iVlitigation banking is the only practicable alternative, 1be
project lies within the service area for Amazon Creek Mitiga"tion Bank and the \Vest Eugene
Wetland Bank. Mitigation banking provides several advantages; temporal losses of wetland
functions are eliminated, replacement of wetland functions and values is maintained assuring
'mitigation success, and isolated wetlands, such as the wetland area on the. Schulz property
. maY' not be as ecologically useful as larger, better-designed mitigation banks.
Mitigating aspects incorporated in the project site design include constructing a multi.
purpose bioswale for treatment of the runoff fIOm the development prior to discharge into
the ('Q" Street channel. In addition 'to water quality treatment, the bioswale is designed to
provide flood control for the <<Q" Street channel by allowing overflow into the treatment
area during design-storm flood events. .
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Environmental Science Associate::;. lnc.
PRE.SUBMITTAL RECTI
DEe 11 2008
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DEe 11 2008
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PRE.SUBMITTAl REC'O
DEe 11 2008
'!. ~
/'-
"
'I
I
STORMW ATER EVALUATION
FOR
D-BAR & CO. CONSTRUCTION, INC. I
'..'..nn..__._._..____SLTE.ELAN_~V1EW..-..-.--'--..m-.-.-.---,.--.-,.--- -
Springfield, OR
'August, 2006
Prepared by:
BRANCHENGINEERlNG
310 Fifth Street
Springfield, OR 97477
Phone (541) 746-0637
Fax (541) 746-0389
=
,
Proj. No, 05-299A
,<
Drainage Study for:
D-Bar & Co. Construction
Drainaae Study Tvoe
i
II
(Per City of Springfield Engineering Design)
Standards and Procedures)
Project Area:
Peak Flaw Rate:
5.00 Acres
5.54 (25-Year Storm)
, ,
Full Drainage Development Study
Design Storm: 25-Year Storm
! Off-Site Flows:
I
,i None
I Overland Convevance Comoonent:
I . The on-,site storm system has be~n sized to accommodate a 25-~earstorm
with no surface pan ding (calculationshaye bee~ aft.ached).,
The majority of the flows froni the 1 DO-year storm event will be accommodated
within the on-site pipe system. If a failure occurred in the system,
stormwater would pond in the parking area to an 'elevation of 471.3'+1-
and flow over into the treatmentswale, or it would pond in the treatment swale
to an elevation of 470'+1'. and flow over into the'Q Street Tributary.
I
I
BRANCH ENGINEERING, INC. !
310 5th Street, Springfield, OR 97477 i
PhoneJ541) 746-0537 FAX (541) 746-0389 '
~
PRE.SUBMllTAL REC'O
DEe 112008
~
~
.. "'.
APPENDIX A
25-YEAR STORM SUMMARY
'.
L
. . PRE.SUBMlTIAL REC'O '
. DEe 112008 I
--"
25-Year Storm Summary
. D-Bar & Co. Construction
BRANCH ENGINEERING, INC.
310 5th Street, Springfield, OR 97477
Phone (541) 746-0837 FAX (541) 746-0389
,.-
Design Storm Event:
Hydrologic Calculation Method:
24-Hour Rainfall Depth:
SCS Soil Type:
Cl
rn
r>
-
...-
,...,
=
=
.00
25-Year
Santa Barbara Unit Hydrograph
4.8 Inches I
Predominately Awbrlg-Urban Land Complex (6)
,
\J)g\?"Y HYDROLOGIC PARAMETERS
,~ fV1~.1
~
Area (Ac.) % Impervious Time of Conc~ntration (Min.)' Pervious Curve Number
0.41 100 r . 98
10
0.13 100 10 98
0.12 100 10. 98
0.38 100 10 98
0.05 100 10 98
0.05 100 10 98
\ 0.05 .100 10 . 98
0.05 100 10' ga
0.05 100 :10 98 .
~ 0.05 100 10 98
0.05 100 "10 . 98
0.05 100 10 98.
1.28 100 ' 10 98
,
4.81 90 ,10 . 98
I'
, .
,
J
.
"
l '
. ~~-
APPENDIX B
BIO-SW ALE DESIGN SUMMARY
II
',,
'.
I
I
I-
I
I
I
I"
I
I
. PRE-SUBMITTAL REC'O \
DEe 11 2008 J
Bio-swale Design SUD1mary for:
D-Bar & Co. Constrution "
I
i 81:
! Desian Flow Rates
i Hydrologic Calculation Method:
I' 24-Hour Rainfall Depth:
Water Quality Storm:
i 25- Year Storm:
I
!Area:
I
j% Impervious:
IPervious Curve Number
~ime of Concentration:
Peak Runoff Rate:
Water Quality Storm:
25-Year Storm:
i
II Bio-swale Desian
, .
! Geometry:
I Bottom Width:
Side Slopes:
Mannjng's 'n':
Slope:
Water Quality Storm Hydraulics:
Flow Depth:
Flow Velocity:
Required Swale Length
(9 Min. Residence Time):
Provided Swale Length:
! 25-Year Storm Hydraulics:.
i Flow Depth:
I Flow Velocity:
II Freeboard:
Erosion Protection:
!
I
I,
Santa Barbara Unit Hydrograpl1
0.83 Inches
4.8 Inches
1.92Ac.
90.60%
89
10 min.
0.29 cfs
2.13cfs
4
4:1 :at <6", 2.5:1 at <6"
0.24
0.01'IFt,
0.26 Ft
0.22 FtlS
~~ \ \G\
130 eet
Feet
0.76 Ft
0.40 FtlS
6' +f-
Rip-rap at pipe outiets and vegetation within swale
BRANCH ENGINEERING, INC.
310 51h Slreet. Springfield, OR 97477
Phone (541) 746-0537 FAX (541) 746-0389
I
,!
PRE.sUBMITTAL REC'O
DEe 11 2008
-- ---._-~.
'<:0
,
i . _
Bio-swale Design Summary for:
I D-Bar & Co. Constrution
52:
. Desion Flow Rates
I
,
i
i
,I
Santa Barbara Unit Hydrograph :
, Hydrologic Calculation Method:
24-Hour Rainfall Depth:
Water Quality Storm:
25-Year Storm:
0.83 Inches
4.8 Inches
2.62-Ac.
93.51%
89
10 min.
,
,
IArea:
'% Impervious:
!Pervious Curve Number
~ime of Concentration:
: Peak Runoff Rate:
Water Quality Storm:
25-Year Storm:
0.40.cfs
2.92 cis
I
I
I
I Bio-swale Desion
.Geometry:
Bottom Width:
I . ' Side Slopes:
"I'vl'anning1s In':
Slope:
.' . 4
'4:1 at <6",-2,5:1 at <6"
0.24
.0.01'/Ft
Water Quality Storm Hydraulics:
Flow Depth:
Flow Veiocity:
Required Swale Length
(9 Min. Residence Time):
Provided Swale Length:
0.31 Ft
0.24 FtlS
130 Feet
180 Feet
25-Year Storm Hydraulics:
Flow Depth:
Flow Veiocity:
Freeboard:
Erosion Protection:
0.89 Ft
0.44 FtlS
5' +/-
Rip-rap at pipe outlets and vegetation within swale
BRANCH ENGINEERING, INC!
310 5th Street, Springfield, OR 9747111
Phone (541) 746::0637 FAX (541) 74~
,
...j
~
PRE-SUBMITTAL REC '0
DEel 12008
.,
,
,
Trapezoidal ,Channel Analysis & Design
Open Channe] - Uniform flow
Worksheet Name: OS-299A Schulz
Comment: Sl - Water Quality Storm
Solve For Depth
Given Input Data:
Bottom Width.....
Left Side Slope..
Right Side Slope.
Manning's n. ._...
Channel. Slope... .
Discharge....... .
Computed Results:
Depth. . . . . . . . . . . .
Velocity...... .. .
Flow Area. . . . . . . .
Flow Top Width....
Wetted Perimeter.'
Critical Depth...
Critical Slope...
Froude Number....
4.00 ft
4.00:1 (H:V)
4.00:1. (H:V)
0.240
O.OlOOft/ft
0.29 cfs
0.26 ft
o .22 fps
1.:31 sf
6.08 it
6.15 it
0.05 ft
2.2730 it/ft
0.08 (flow is Subcritical)
Open Channel Flow Module, Version 3.42 (c) 1991
Haestad Methods, Inc. *. 37 Brookside Rd * Waterbury, Ct 06708 .
"
PRE.sUBMIlTAL REC'O
DEe 11 2008
.
Trapezoidal Channel Analysis & Design
Open Channel - Uniform flow
Worksheet Name: OS-299A Schulz
Solve For Depth
Comment: s;a - Water Quality Storm
Given Input Data:
Bottom width. . . . .
Left Side Slope..
Right Side Slope.
Manning'S n.. ....
Channel Slope....
Discharge. ... ""
Computed Results:
Depth. . . . . . . . . . . .
Velocity. . . . . . . . .
Flow Area... .....
Flow Top Width...
Wetted Perimeter.
Critical Depth...
Critical Slope...
Froude Number. ...
4.00 ft
4.00:l (H:V)
4.00:l (H:V)
0.240
O.OlOO ft/ft
0.40 cfs
0.3l ft
0.24 fps
1. 63 sf
6.49 ft
6.57 ft
0.07 ft
2.128.6 ft/ft
0.09 (flow is Subcritical)
Open Channel Flow Module, Version 3.42 (c) 1991
Haestad Methods, Inc. * 37 Brookside Rd * Waterbury, Ct 06708
.
PRE.sUBMIlTAL RECIO
DEe 11 2.008
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DEe 1 1 2008
.,
Trapezoidal Channel Analysis & Design.
Open Channel ~Uniform flow
Worksheet Name: 05-299A Schulz
Comment: Sl d-.S' ,/f S ~ {' I'Y\
Solve For Depth
Given Input Data:
Bottom Width.....
Left Side Slope..
Right Side Slope.
Manning's n......
Channel Slope..,.
Discharge... .....
Computed Results:
Depth. . . . . . . . . . . .
Velocity.........
Flow Area........
Flow Top Width...
Wetted Perimeter.
Critical Depth...
Critical Slope...
Froude Number....
4.00 ft
4.00:1 (H:V)
4.00:1 (H:V)
0.240
0.0100 ft/ft
2.13 cfs
0.76 ft
0.4.0 fps
5.32 sf
10.06 ft
10.24 ft
0.19 ft '
1. 5454 ft/ft
0.10 (flow is Subcritical)
Open Channel Flow Module, Version 3.42 (c) 1991
Haestad Methods, Inc. * 37 Brookside Rd * Waterbury, Ct 06708
PRE-SUBMITTAL REC'O
DEe 11 2008
..1
\'
',.
Trapezoidal Channel Analysis & Design
Open Channel - Uniform flow
worksheet Name: 05-299A Schulz
Comment: S2 - as 'i '( S-\-e." N"'o"
Solve For Depth
Given Input Data:
Bottom Width.....
Left Side Slope..
Right Side Slope.
Manning's n......
Channel Slope....
Discharge... .....
Computed Results:
Depth. . . . . . . . . . . .
Velocity. . . . . . . . .
Flow Area... . . . . .
Flow Top Width...
Wetted Perimeter.
Critical Depth...
Critical Slope...
Froude Number....
4.00 ft
4.00:1. (H:V)
4.00:1. (H:V)
0.240
0.0100 ft/ft
2.92 cfs
0.89 ft
0.44 fps
6.69 sf
n.09 ft
11.. 31. ft
0.23 ft
1. 4620 ft/ft
0.10 (flow is Subcritical)
,
Open Channel Flow Module, Version 3.42 (c) 1.991.
Haestad Methods, Inc. * 37 Brookside Rd * Waterbury, Ct 06708
PRE.sUBMITTAL REC1C
DEe 11 2008
....
-----'----- _.. ,,"
.' '.
.'
,,"-_,I
"' --'"
.APPENDIX C
PIPE DESIGN SUMMARY
. .
.,'
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II PRE.sUBMITTAL REO'O
DEe 11 2008
.
,
'-.",,"
Circular Channel' Analysis & Design
Solved with Ma'nning's Equation
Open Channel- Uniform flow
worksheet Name: OS-299A Schulz
Comment: P1 "" ,,,,r' "".\;;u,r,-",
r.:?-..,. 1 D, .,
solve For Actual Depth
Given Input Data:
Diameter. . . '. . . . . . .
Slope. . . . . . ~ . . . . . .
Manning's n.. .....
Discharge. ........
Computed Results:
Depth. . . . . . . . .. . . .
Velocity... .......
Flow Area.... .....
Critical Depth....
Critical Slope....
Percent Full......
Full Capacity.....
QMAX @.94D........
Froude Number.. ...
1. 00 it
0.0040 ft/it
0:.013
0,.88 cfs
0,.43 ft
2.69'fps
0.33 sf
0,39 ft
0.0057 ft/ft
43,.40 %
2'.25 cfs
2.42 cfs
0.83 (flow is Subc~itical)
Open Channel Flow Module, Version 3.42 (c) 1991
Haestad Methods, Inc. * 37: Brookside Rd * Waterbury, Ct 06708
PRE-SUBMIllAL REC'O
DEe 11 2008
j
'.
Circular Channel Analysis & Design
Solved with Manning's Equation
Open Channel - Uniform flow
Worksheet Name: 05-299A Schulz
Comment: P2 ~-S ~/(, 'S. "",, ^'"
Solve For Actual Depth
Given Input Data:
Diameter.....,....
Slope. . . . . . ,. . . . ..
Manning's n.. . . . ..
Discharge....... ..
Computed Results:
Depth. . . . . . . . . . . . .
Velocity........ "
Flow Area.........
Critical Depth. ...
Critical Slope....
Percent Full......
Full Capacity.....
QMAX @.94D......,.
Froude Number.....
0.83 ft
0.0040 ft/ft
0.013
0.65 cfs
0.40 ft
2.50 fps
0.26 sf
0.36 ft
0.0062 ft/ft
48.47 %
1.37 cfs
1.47 cfs
0.79 (flow is Subcritical)
Open Channel Flow Module, Version 3.42 (c) 1991
Haestad Methods, Inc. * 37 Brookside.Rd* Waterbury, Ct 06708
PRE.SUBMITTAL REC'D
DEe 11 2008
--_.-._~
'\.
Circular Channel Ahalysis & Design .
Solved with. Manning's Equation
Open Channel ~ Uniform flow
Worksheet Name: 05-299A Schulz
Comment: P3 ds- 'ii" S~>:, { Ai;
Solve For Actual Depth
Given Input Data:
Diameter... .......
Slope. . . . . . . . . . . . .
Manning's n.......
Discharge. .........
Computed Results:
Depth. . . . . . . . . . . . .
Velocity.... ......
Flow Area. . . . . . . . .
Critical Depth....
Critical Slope....
Percent Full...:..
Full Capacity.....
QMAX @. 94D. . . . . . . .
Froude Number.....
1.00 ft
0,.0040 ft/ft
0,..013
1.96 cfs
0'.72 ft
3.23 fps
0.61 sf
0.60 ft
0.0068 ft/ft
72.12 %-
2.25 cfs
2.42 cfs
0.69 (flow is Subcritical)
Open Channel Flow Module, Versi.on 3.42 (e) .B9.1
Haestad Methods, Ine,. * 37" Brookside Rd, * Waterbury, Ct 06708
PRE.sUBMITIAl REC'O
DEe 11 2008
.
Circular Channel Analysis & Design
Solved with Manning's Equation
Open Channel - Uniform flow
Worksheet Name: 05-299A
Comment: P4 J,S' 'i r S,,~ (I/'l",
Solve For Actual Depth
Given Input Data:
Diameter.. ........
Slope. . . . . . . . . . . . .
Manning's n.......
Discharge. . . . . . . . .
Computed Results:
Depth. . . . . . . . . . . . .
Velocity.... ......
Flow Area.........
Critical Depth....
Critical Slope....
Percent Full. .....
Full Capacity.....
QMAX @.94D........
Froude Number.....
1. 50 ft
0.0040 ft/ft
0.013
5.05 cfs
0.98 ft
4.14 fps
1. 22 sf
0.86 ft
0.0058 ft/ft
65.22 %-
6.64 ds
7 . 15 ci's
0.79 (flow is Subcritical)
I.
..
,
Open Channel Flow Module, Version 3.42 (c) 1991
Haestad Methods, Inc. * 37 Brookside:Rd * Waterbury, Ct 06708
,
PRE.sUBMITTAL R~C'O
DEe I 1 2008
'--
'\
Circular Channel Analysis & Design
Solved with Manning's Equation
Open Channel - Uniform flow
Worksheet Name: 05-299A Schulz
Comment: P5 ciS- yr 5-\0 rfV'.
Solve For Actual Depth
Given Input Data:
Diameter... . .'. .....
Slope. . . . . . . . . . . . .
Manning's n.......
Discharge... ......
Computed Results:
Depth. . . . . . . . . . . . .
Velocity... .......
Flow Area. . . . . . .-. .
Critical Depth....
Critical Slope.... 1
Percent Full. .....
Full Capacity.....
QMAX @.94D........
Froude Number.....
0.83 ft
0.0040 ft/ft
0.0'13
0.63 cfs
'\
0.40 ft
2" 48 fps
0.25 sf
0".35 ft
0.0062 ft/ft
47.60 %
1.37 cfs
'1.47 cfs
0,79 (flow is Subcritical)
Open Channel Flow Module, Version 3,.42. (c) '199'1
Haestad Methods,.Inc. * 37 Bro<;>kside Rd * Waterbury, Ct 06708
.
PRE.SUBMITIAL REC'O
DEe 11 2008
'--
~---_...
;.,
~1<
Circular Channel Analysis & Design
Solved with Manning's Equation
Open Channel - Uniform flow
Worksheet Name: 05-299A
Comment: P6 .,;{ S "i. S~l;i,r ~
.solve For Actual Depth
Given Input Data:
Diameter. . . . , . . . . .
Slope....... _.....
Manning's n.......
Discharge.........
Computed Results:
Depth. . . . . . . . . . . . .
Velocity... .......
Flow Area. . . . . . . . .
Critical Depth....
Critical Slope....
Percent Full......
Full Capacity.....
QMAX @.94D........
Froude Number.....
1. DO ft
0.0040 ft/ft
0.013
2.0B cfs
0.76 ft
3.26 fps
0.64 sf
0.62 ft
0.0070 ft/ft
75.80 %
2.25 cfs
2.42 cfs
0,66 (flow is Subcritical)
Open Channel Flow Module, Version 3.42 (c) 1991
Haestad Methods, Inc. * 37 Brookside Rd * waterbury, Ct 06708
,
PRE.sUBMITTAL REC'O
pEe 11 2008
'\
Circular Channel Analysis & Design
Solved with Manning's Equation
Open Channel,- Uniform flow ,
Worksheet Name: 05-299A Schulz
Comment: P7 ;}5'--jr 't>n"",,",
Solve For Actual Depth
Given Input Data.:
Diameter. . . . . . . . . .
Slope. . . . . . . . . . . . .
Manning's n.......
Discharge.. .......
Computed Results:
Depth. . . . . . . . . . . . .
Velocity... ... ._..
Flow Area. . . , . . . . .
Critical Depth....
Critical Slope....
Percent Full......
Full Capacity.....
QMAX @.94D........
Froude Number.....
'0,83ft
0.0040 ft/ft
0" 013
0.68 cfs
0,.41 ft
2.53 fps
0'.27 sf
0.36 ft
0:.0062 ft/ft
49,.76 %
1.37 cfs.
1.47 cfs
0.78 (flow is Subcritical)
Open Channel Flow Module, Version 3.42 (c) 1991
Haestad Methods, Inc. * 37,:Brookside Rd * Waterbury,. Ct 06708
,
PRE.sUBMITIAL RECIO
DEe 11 2008
Circular Channel Analysis & Design
Solved with Manning's Equation
Open Channel - Uniform flow
Worksheet Name: 05-299A Schulz
Comment: P8
Solve For Actual Depth
Given Input Data:
Diameter... ..,....
Slope. . . : . . . . . . . . .
Manning's n.......
Discharge.. .... ...
Computed Results: .
Depth. . . . . _ . . . . . . .
Velocity... .......
Flow Area.. .., ....
Critical Depth....
Critical Slope....
Percent Full......
Full Capacity.....
QMAX @.94D........
Froude Number.....
1. 00 ft
0.0360 ft/ft
0.013
3.49 cfs
0.51 ft
8.68 fps
0.40 sf
0.80 ft
0.0101 ft/ft
50.96 %
6.76 cfs
7.27 cfs
2.41 (flow is supercritical)
Open Channel Flow Module, Version 3.42 (c) 1991
Haestad Methods, Inc. * 37 Brookside Rd * Waterbury, Ct 06708
PRE-sUBMIITAL RECII
DEe 11 2008
..
"
'.
" APPENDIX D
"
BASIN FLOW RATE FOR 25 YEAR STORM
".
. PRE.sUBMITTAL RECtO
DEe 11 2008
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Page 1 of 11
SHEET FOR AUTOMATIC C>'\LClJlATIO!l' OF FUN(:TTON SCORES
Slope or Flals, subclass
Site Name: Date:
It is recommended to do a "Save As" from this blank spreadsheet for each use, assigning different file names. This will help reduce
the chance of accidentally confusing new data with previously entered data.
For reference, the function(s) addressed by each indicator are noted in column E. Codes are shown below next to the function
names. The caoitalletter in the code (e.e:.. sp- B) in column E refers to the code for the indicator in the published Volume lA.
HFR= scaled to highest functioning sile oflhis subclass found by DSL; LAR~ scaled 10 leasl,altered site ollhis subclass found by
DSL
Data must be entered for every indicator. unless the scale block for this subclass is shaded. Each val.ue in column D must be less
than or eaual to 1.
Function:
Water Storage & Detav (ws)
Sediment Stabilization & Phosphorus Retention (so)
Nitro2enRemoval (n)
IPrimary Production (pn)
Invertebrate Habitat Support (i)
Amphibian &- Turtle Habitat (at).
Breeding Waterbird SuPport (bw)
IWintering & Migrating Waterbird Support (ww)
Isongbird Habitat SUDoort (sb)
Support of Characteristic Vegetation (vl
Calculated Function
Canacitv for SF sites
if HFR: if LAR:
0,05 O.It
0.67 0,77
0.49 0.49
0.48 0.49
0.34 0.34
0.31 0,31
0.00 0.00
0.54 0.72
0.20 0.23
0.44 0.46
Note: You may multiply the above score for WS by acres of the seasonally-inundated part of the site to more realistically
portray relative capacity for the Water Storage & Delay function. The score for SP, N. and PP may be multiplied by
total acreage of the site to estimate relative capacity for those functions. Do these multiplications only if the score above
for the function is >0. SimHar multiplication by acreage is less appropriate for scores of other functions.
HGM version 12-02
PRE-SUBMIiTAl REi ;'0
DEe 11 2008
.
.~
~
. I ndicaior
Presence of permanent surface water (water year-round
during most years)? (0.82)
Percent of pennanent zone that is open water (i.e., lacking
emergent and underwater plants) (p,79) "
(Answer "0" ifoo permanent zone is present)
Percent of site that is inundated only seasonally (Le.,
watermarks, moss lines, debris lines, etc.) (p.81)
At least 0.5 acre of surface water persists until at [eaSt July
1 and water is mostly wider than lOft?
Predominant water depth during biennial low water ~p. 82)
Percent of site occupied by the most extensive depth,
category at this site during biennial low water. (p. 81)
(Possible categories are: 0 inches; 1-2 inches; 2-24 inches;
?_h f",pt. <: h -f'".".t\
Difference between the predominating biennial high and
low water levels (p.71)
0) = No change
1) ~ Difference of I class
2) = Difference of2 classes
3) = Difference of 3 classes
4) = Difference of 4 classes
Class 1 ; 0 inches
Class 2; ]-2 inches
Class 3 = 2-24 inches
Class 4 ~ 2,6 feet
.....I__~~_... ~__.
Page 201 11
Raw Datum Scale for SF 'Scaled Datum' Function
sites
<30
o
absent = 0
Dresent = LO
100 =.1
80-99 ~.8
60-80 ~ 1.0
40.60 ~,8
20-40 ;.4
f1~?{\ =?
none = 0
1,10 ~.t
10-25 ;.6
25-50 =,8
> ,() = 10
none = 0
1,20 ~.5
20-40 =,7
40-60 ~.8
60-80 =.9
>~() = 1 (\
IYes ~l
No;O
o
5
o
2
0" = 0
1,2" ~.6
2-24" ; 1.0
2-61\=,8
>F.ft =r:.
o =.1
1,2" ; 1.0
2-24" =,8
>?.411 =_2
100 ~ 0
80-100 ~.t
50-80 ~.4
30-50 ~.8
dO = 1 n
O)~O
I);,]
2)~.5
3)~.8
4)= 1.0
O)~O
1)~ .25
2)~.5
3)~ .75
4)= 1.0
'HGM version 12-02
o
sb,P
rf-X
atoM
0.2
0,1 i,B
n-A
ws-A
0.5 ww-A
o
bw-X
0.6
bw-D
i-D
1
bw-B
0,3
n,B
at-E
bw-E
0.25
\ovw-F
PRE-SUBMITTAL REC'O
DEe 11 2008
Predominant vertical increase in surface water level (ft) in
most of the seasonal zone (i.e.) water marks, moss lines,
debris lines, etc. Look at the highest point for 2. year flood
and measure the difference from biennial low)
Number of depth categories during biennial high water. (p.
77)
Categories are:
1 .2 inches
2 - 24 inches
2-6ft
>6ft
Page 3 of11
0,5
HGM version 12-02
o~o
,1-.4 ~.25
.5-1.0~.5
1- 2 ~.75
>2.=1 ()
]~O
2~.3
3 ~,6
11=1 f'l
I ~.I
2= .3
3= ,6
4= 1.0
0.5
o
0,[
If) ~.
ws-B
bw-C
ww-E
PRE-SUBMITTAL REC1 D
DEe 11 2008
'.
!
.
Percent & distribution -of pools quring biennial high water.
(P,80)
(Note: if site is > I acre, select the condition that
predominates in 1 acre sub-units of the site.)
A = None
"'" IC ~D
"-' G
I'V (\ o""e::o, (?
~~I~~~~~
C'J~ r Nd~ '
elL c
LSf/,D~
B
D
C>
.c>
Percent & distribution of pools during biennial low water.
(p.80)
(Note: if site is > 1 acre, select the condition that
predominates in 1 acresub-unlts of the site.)
A = None
B
"',6
C
~
D
C>
.c>
'V (\ 0 "'" e::o, (?
W~lb~~~~
BT r ~d~
[Sf lD~.
Percent ofthe site occupied by hummocks (p. 74, 75)
Q
C)
Page 4 of11
C
'B
o
A~O
B~,6
C~,65
D~,7
E,F ~,75
K~.8
H=.85
1=.9
J~.95
r.= 1 ()
A=O
B =.6
C~.65
D~.7
E,F =,75
K=.8
H=.85
1=.9
J =.95
G~ 1.0
A ~ 0
, B,C=,3
D ~.4
E,F =.5
G =.6
H =,7
I ~,8
J =.9
K =1()
A=O
B=.6
C=.65
D=,7
E,F ~.75
K=,8
H=,85
1=,9
J=,95
"-:-1 n
none = 0
]-10 =.6
10-90~,8
>90 = l.0
HGM version 12-02
,
0,65
0,65
sp:C
al-A
ww-D
pp,E
i-E
0.3
n-l
0.6
bw,A
o
at~B
WWcC
sb-M
sp,B
pp-C
n-G
is
r
PRE-SUBMITTAL REC'O
DEe 11 Z008
( ~ .
Page 5 of11
Maximum annual extent of vema I pools/ shorebir~ scrapes A A~O 0 ww-B
and mudflats: (p. 76) B=,6
A = none C=,7
B = 1 -100 sq, ft, D=.8
C= 100-1000sq, ft, E~ 1.0
D = 1000 - 10,000 sq, ft,
E = >10,000 sq. ft
Must meet ALL of the following:
a) herbs are generally < 4" and comprise < 80% ground
cover during winter or early spring
b) topography is basically flat
c) inundated toa depth of < 6" for 2 or more continuous
weeks
d) never shaded by trees, shrubs. or buildings
Presence of logs or boulders that extend above the 5urf?Ce absent absent ~ 0 0 at-G
ofoennanent water (0.84) oresent = 1.0
Predominant soil texture: (p 83) cia GC =.1 sp-D
GC= gravel or-cobble SA =.2
SA=sand. sandy loam. or loamy sand L =.8
L= loam, silty loam, gravelly loam cia = 1.0
C~ clay, sandy clay, silty clay, clay loam, sitty clay loam
0= organic particles< I mm
Guidance: 1. Soil remains in a ball when squeezed
YES...Goto3; NO ..,Goto2
2. > 50% of the particles (by weight) are> 1 mm
YES..."GC"; NO ..."SA"
3. Squeezed soil forms an even ribbon
YES...Goto4; NO.....SA"
4. Soil ribbon extended> 1" without breaking
YES.....C/O"; NO ...Go to 5
5. Soils feels very gritty
YES... "SA"; NO..."L"
Presence of some mottling and/or other features that absent = 0 n,X
indicate oXX2en deficits. or, nermanent water is oresent oresent == 1.0
Mapped soil series is hydric (not simply a hydric 1= yes v-C
inclusion). See county soil map and p. 75. 0= no at-D
ww-G
i-I
Percent of site that was constructed on fonner uplands 25 6)=0 0.4 i-J
(non,hydric soil) (p, 81): 5)= .1 at-K
6) = recent, >90% of site 4)= .2 v-K
5) = recent, 10,90% of site 3)=.3 noD
4)=recent, ]-lO%ofsite 2) =.4
3) = >5 years ago, >90% of site 1)= .5
2) = >5 years ago, 10-90% of site 0)= 1.0
I) = >5 years ago, 1-10% of site
('l\=n.....,.,'"
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PRE-sUBMIITAL REI ~'O
DEe 11 2008
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Page 6 of 11
Tally the percent of surrounding land cover (exClude the site itself) as exists during a typical
,May. Answer each row independently. They do' not necessarily sum to 100%.
1 -
within 200 ft of the site boundarv:
a. % Water. wetland = 40
b. %' Grassland. water, wetland = 50
c. % Grassland, row crops = 10
d, % Wooded ~ 8
e. % Natura! (not lawn, crops, paved, building)= 8
"
within 1000 ft:
f. % Water. wetland ~ 20
.g. % Grassland. water. wetland;:;; 30
h. % Grassland. row crops = 10
i. % Wooded = 10
i. % Natural = 5
within 5,280 ft:
k. % Water. wetland = 15
L'%Grassland.rowcroos=. 10
m. % Wooded = 10
In column D, enter the scaled value for the number in
column B, (~a), above)
In column D, eoter the scaled'value for the number in
column B, (~(b), above)
In column D, enter the scaled value for the number in'
column B. (=(c), above) I
In column D, enter the scaled value for the number in
column B, (~(d), above)
In column n, enter the scaled value for the number in
columnB. (=(e), above)
In column D, enter the scaled value for the number in'
column B. (=(a+f+k)I3),above)
HGM version 12-02
40
0= 0
1-10~,4
10,20 ~,8
>~o ~ 10
<10 ~.l
1 0-20 ~,2
20-40 =,4
40-60 ~,6
60,80 ~,8
>Rf'l= 10
<10 0
10,20 = ,I
20-40 = .3
40-80 ~ .5
80-90 = ,7
QO_l~O = 1 0
0=0
1-10 =.1
10-20=.2
20-40 =.4
40-60 =,6
60,80 =.8
50
10
8
8
"';.Q" == 1.(\
<10 0
10-20 ~ .1
20-40 = .3
40-80 = .s
80-90 = .7
Q(Llnn=ln
none = 0
l-l0~:4
10-20 ~.8
>?.o = 1.0
25
'bw:1
ww-]
0,6
sb-N
0.1
ww-K
O,t
sb-l
0.1
;-L
at-O
v-R
ww-H
bw-J
PRE-SUBMIlTAl REC'O
DEe 11 2008
;' - ---'-
( * ,
'.
Page 7 of 11
In column D, enter the scaled value for the number in 10 <10 0 0.1 ww-J
column B. (~(c+h+I)/3), above) 10.20 ~ ,I
20-40 ~ .3
40.80 ~ .5
80,90 ~ .7
Of'\ If'l(\'-l (\
In column D, enter the scaled value for the number in 9.333333333 <10 ~.1 0.2 sb,J
column B. (~(d+i+m)I3), above) 10,20 ~.2
20-40 ~.4
40.60 ~,6
60-80 ~.8
>SW=l f\
In column D, enter the scaled value for the number in 6.5 <]0, 0 0 bw,K
column B. (~(e+j)/2), above) 10-20 ~ ,1
20-40 ~ .3
40.80 ~ .5
80-90 ~ .7
0(L1(1(\= 1 II
In column D, enter the scaled value for the number in 30 <10 ~.1 OA sb-O
column B. (~(b+g)l2), above) 1 0-20~.2
20-40 ~A
40,60 ~.6
, 60-80 ~.8
>'K{\= 1 ()
Percent of land cover within 200 ft (but only in the 8 <10 ~o 0 pp-F
contributing watershed) that is "natural" - that is, NOT to-20 ~,1
cropland, lawns, pavement, or buildings (p,79) 20-40 ~.3
40-90 ~.5
OO_lOA= 1 ()
<10 =0 0 j-M
10-20 ~,I v-Q
20,40 ~.3
40,90 ~,5
90-99 ~.9
Inn ~ I r
Percent woodland divided by percent grassland-crops 0.8 <.I =.1 0.6 atoP
within 200 ft of the site (p. 71) 0,1.0,8 =,6
0.8-1.2 ~ 1.0
1.2 -2,0 ~,6
:>on ~1
Distance (ft) to nearest busy road (p. 71) 50' <100 =0 0 bw-G
100-300 =.3 at-N
This includes a) any road or parking lot in a develop area 300-600 =,5 v-P
that contains >4 buildings per acre, b) any road with a, 600,1200 =.7 sb-R
maximum traffic rate of> 6 vehicles per minute, during an 1200,2400 =.8
average day during the summer 2400,4800 =.9
:>4800 = 1.0
HGM version 12-02
PRE-sUBMllTAL REC'[J,
DEe 11 2008
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HGM version 12-02
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PRE-SUBMITTAL REC'O
DEe 11 2008
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Page 9 of 11
Percent of site with woody vegetation (p. 82) <10 <10 =.1 0,1 sb.b
10,20 =.2
20-40 =.4
40-60 ~.6
60-80 ~.8
>Slf'l=l"
Percent of seasom\1 zone that is bare. during most of the dry 70 >80~0 0.2 pp-G
season. (i.e.) devoid of vegetation, except trees) 60.80 ~.2 sp-H
40.60 ~.4
(Answer "0" ifno seasonal zone) 20-40 =.6
].20=.8
n~ln
Percent of site that is inundated permanently and contains 0 0 ~O 0 i-A
emergent, floating, or submersed plants (p, 72) ),10 =,9
:> 10 ~ 1.0
0 ~o 0 bw,F
1-10 ~.4
10-30 =.8
30-60 = 1.0
60-90 ~.9
:::-Qfl ~<
Percent cover of herbs within the seasonal zone (p. 72)' 10 0 ~ 0 0.1 at,L
1-30 ~.I
30-50 ~,6
50,70 ~.75
"1f'l_lnn= 1 f'l
Percent of whole site that has closed canopy (p. 80) <10 <10 =.1 0.1 sb-C
10,20 ~.2
20-40 ~,4
40.60 ~.6
60-80 ~,8
....~{I= 1 n
Percent understory shrub & vine cover beneath the drip <10 <10 ~,l 0,1 sb-D
line of trees (p, 82) 10-20 =.2
20-40 =.4
(Answer ~'O" if no wooded areas) 40-60 =,6
60-80 -,8
-.Q"I _' (\
PRE-SUBMITTAL REC'O
DEe 11 2008
HGM version 12-02
r-
..
,J
Number & distribution of vegetation forms .-. herbs,
shrubs, trees. If only one form, answer "A". To count,
the patch must comprise >0.5 acre or >5% of vegetated
area. See p. 77 for enlargement of diagram.
iT~.r.w...._
i
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Number of woody species (p, 82)
Number of native woody species(p, 78)
Percent of woody species list consisting of species that are
native (p, 78)
Percent of woody cover within stratum that is comprised of
non-native species (p. 82)
(Use the greater of the tree, understory shrub, or open
sbrub stratum's percent)
Spatial predominance of non-native herbs (p. 84)
A = Non-natives predominate
B = Cannot determine (about equat)
C = Natives predominate
Page 10 of 11
B2
A~O
B2 ~ .60
C2 =.65
BI ~.70
CI,D ~,75
E2 ~.80
F2 ~ .85
EI ~.90
FI =.95
G= 1.0
2
unwooded= 0
1-2=,1
3-4 =.25
5-6~.5
7-9 =.75
10-18=.9
2
,:>11.1: = 1 n
o ~o
1 =.1
2-3 =,25
, 4,5 =,5
6.9 =,75
10-13 =.9
-.,.f.1 = 1"
o = 0
I-57 =,1
58.66 ~.25
67-74 -,5
75-79 ~.75
80-99 =.9
100
o
Inn = 1 n
100 =0
80-99 =.1
30-79 -.25
10,29 ~.5
5-9 =.75
]-4 =.9
() = 1 ()
A
A=O
B~.5
C~ 1.0
HGM version 12-02
,
,
0,6
pp-B
v-B
at-J
i-K
sb-H
0.1
sb-E
0.1
v-F
v-g
v-H
o
v-D
~
PRE-SUBMITTAL REC'O
DEe 11 2008
, " ,j.
/
Percent of herb species list comprised of species that are
non,native (p, 80)
Average diameter (inches) of the 3 largest trees. (p,71)
Number of deadwood types, Potentially 12 types: (p. 77)
Class I: freshly fallen, have bark & branches, 4-8"
_ Cia" I: freshly fallen, have bark & branches, 8-20"
_ Class I: freshly fallen, have bark & branches, >20"
_ Class 2: mildly rotted and mostly on ground: 4.8"
_ Class 2: mildly rotted and mostly on ground: 8.20"
_ Class 2: mildly rotted and mostly on ground: >20"
_ Class 3: well rotted, losing shape: 4-8"
_ Class 3: well rotted, losing shape: 8.20"
_ Class 3: well rotted. losing shape: >20"
_ Standing stumps/snags: 4-8"
_ Standing stumps/snags: 8-20"
_ Standing stumps/snags: >20"
_ Artificial debris -.check only ifno others present
C1D.'iS I
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t .l~~$,>. .....!....Jr....M r -}.JL"llaL
Land cover in the vicinity of the site in the 1850's was
wooded?
Page 11 of 11
60
9
o
HGM version 12-02
100=0
80-99 =,1
67-79 =.25
60-66 =5
25-59 =.75
1-24=.9
0-33 = 1.0
none = 0
1-5 =,1
6-9 =.25
10-17 =.5
18-25 =.75
26-35 =,9
>35 = 1.0
o =0
I =,1
2 =.25
3-4=.5
5-7 =.75
>7 = 1.0
o
I = Yes
o =No
c
.
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05
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sb-G
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o
sb-F
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n-E
at"H
o
n-K
pp-H
at-R
sb-S
v-r-::
PRE-SUBMITTAL REC'D
DEe 11 2008
(
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. .~-:. :>- i:'i-.:'.,T\.-~ L.'\{~IJS
f\~CEI\;ED
1450 F1intridge Awmue Eugene. Oregon 97401 Phone (541) 683-4997
Will FB J.::4f (q1.}J 6f>l'31'fO
Environmental Science Associates, Inc.
January 23,2007
Robert Lobdell
Western Region Resource Coordinator
Wetlands and Waterways Conservation Division
Oregon Department of State Lands
775 Summer St., NE, Suite 100
Salem, OR 97301-1279 '
RE: DSL RemovallFiII Application No. 37378-RF
T12S, R02W, Section 31, Tax Lot 500, City of Springfield, Lane County
Dear Mr Lobdell:
Weare submitting the following information in response to your completeness review letter for the
above project. As directed, the attached is a complete application resubmittal that includes the
items identified in your completeness review. Please contact us if we can answer any questions or
provide additional information.
RespecIfully,
/1 ,
I :>
. y- ~ .
Allen Martin
cc: Shelly Hanson, US Army Corps of Engineers
PRE-SUBMITTAL REC'D
DEe 11 2008
'!'
...
.
'I
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UDS'
...,-)."" '-
?ECEjVED
Environmenlal Science Associates, [nc. 1450 F7intridge Avenue Eugene, Oregon 97401, Phone (541) 683-4997
. 1001 FED -q P !: 3q FAX (541) 683-5360
January 23, 2007
Robert Lobdell
Western Region Resource Coordinator
Wetlands and Waterways Conservation Division
Oregon Department of State Lands
775 Summer St" NE, Suite 100
Salem, OR 97301-1279
RE: DSL RemovallFill Application No. 37378-RF
TI2S,R02W, Section 31, Tax Lot 500, City of Springfield, Lane County
Dear Mr Lobdell:
We are submitting the following information in response to your completeness review letter for the
above project, As directed, the attached is a complete application resubmittal that includes the
items.identified in your completeness review. Please contact us if we can answer any questions or
provide additional information,
Respec1fu1ly,
- "\..-
I v L
ADen Martin
:J
cc: Shelly Hanson, US Army Corps of Engineers
PRE-sUBMIITAL REC'O
DEe 11 2008
I,
<HI>Status of Permit Applifation - Search Results </HI>
.~
~~
. Dl::(I'.
"
Oregon Department of Environmental Quality
Status of Permit Application - Search Results
This page displays all current permit applications for a facility.
Facility Details.
Facility #: 116811
Facility Location:D'BAR AND COMPANY 'CONSTRUCTION, INC. (aka
SITE PLAN FOR D-BAR& CO. CONSTRUCTION)
1350 28TH ST /
SPRINGFIELD, OR 97478
Permit Application Details
Application #: 974878
Status As Of: 5/22/2007
Current Status: Permit Assigned
Permit Type: NPDES ' Storm Water: Construction
activities - 1 acre or more
New Permit
DEQ Salem Office
Rose, Jennifer'
5/22/2007
Application Type:
DEQ Agent/Office:
Permit Writer:
Previous Perm it Issue
Date:
Previous Permit
Expiration Date:
Permit Application Actions
Status Date Status
5/11/2007 Application Received
5/22/2007 Application Complete
5/22/2007 Application to Permit Reviewer
5/22/2007 Permit Assigned
Perform new search
If you would like to contact DEQ regarding a permit application,
please contact your local DEQ office.
Page 1 of I
Permit
Application
Process
1. Application
Received
2. Application
Complete
3. Application
to Perm it
Reviewer
4. Public Notice
5. Permit
Assigned
PRE-sUBMITIAL RECIO
DEe 11 2008
http://www.deq.state.or.us/pennittracker/StatusOfPermitApplicationResults.aspx?facilityI ... 12/1/2008
.;
I,
Garcia Consultants
GeoloQists
General Geology - Engineering Geology - Mining Geology
12303 Galice RD.
Merlin, Oregon 97532
Phone: 541 4742717
E-mail: ggar@echoweb.net
June 27, 2006
Dana Schulz
D-BAR & Co. Construction
95950 North Bank Road
Gold Beach, OR 97444
PRE-sUBMIITAl REC'D
DEe 112008
RE: Tax Lot 500, Tax Map 17-02-31-22
Springfield, Lane County, OR
_i
GEOTECHNICAL FEASIBILITY EVALUATION
Introduction
Mr. Dana Schulz, on behalf of D-BAR & Co. Construction, asked Garcia
Consultants to investigate the geologic and soil factors relating to ground support for
proposed buildings and roads on an industrial site in Springfield, Oregon (Location Map,
Figure 1 and Vicinity Map on Test Pit Location Map, Figure 2). The site is located on
approximately 4.3 acres, within the City of Springfield, Lane County, Oregon. The site
was reportedly previously used as a lumber mill and wood and roofing recycling yard.
Geoff Garcia and James Rodine visited the site in May of 2006. A topographic map
and site development plans, prepared byBranch Engineering, Inc., were used to orient
surlace and geologic features. Our evaluation consists of a review of the Branch
Engineering documents, site reconnaissance, review of soil maps, logging of six test
pits dug with a backhoe, discussions with Mr. George Walker (Public Works
Department at the City of Springfield), testing and evaluation of samples collected from
the test pits, and preparation of this report. Recommendations are included in this
report for site development practices which will reduce the risk of earth settlement
adversely affecting the proposed development.
,Plan ofdeveJopmentn''..__'_ ,.,_,__ -'-"" ,___", ,_____ ,___
We have been informed that.construction of single story storage units, with
paved access roads, drives and parking, are planned on the property. A storm water
system will be developed to carry water to a designated existing watercourse to the
south (Q Street f100dway tributary). The location of the existing buildings and our six
test pits are shown on the topographic base map, prepared by Branch Engineering
(Test Pit Location Map, Figure 2).
D-BAR Co, Construction, pg, 1
Topography and Vegetation
The property is a gently sloping, south facing, industrial site. Elevations range
between about 473 feet at the north side to 470 feet at the south side of the site. The
Q Street floodway tributary adjoins the property to the south, with a flow elevation of
about 461 feet. The site is planned to drain to a southerly parkway drainage easement,
thence to the Q Street floodway tributary. The site currently is accessed across the
railroad tracks west of the site with a planned connection to 30th Street and Commercial
Street at the southeast comer. The site is essentially devoid of vegetation, with various
amounts of surficial granular mineral fill, s,urface wood chips and shredded roofing left
from previous users.
Previous Work
The site is located within a broad alluvial filled valley, the southern end of the
Willamette Valley. Soils mapping by the US Department of Agriculture indicate two soil
types on the site: The Aubrig and Coburgurban land complexes (Figures 3a, 3b and
3c). The soils are classified as clay rich with wet densities ranging between about 80
and 90 pounds per cubic foot.
Geologic and Site Conditions
Our geologic reconnaissance of the site found surface areas of organic wood
debris, mostly wood chips, chipped or ground asphalt roofing, with some clay rich,
organic soil. In our test pits we found a variable thickness of fill, composed of solid
mineral material such as gravel, cobbles, bricks, chunks of asphalt and pieces of
roofing or wood chips over silty clay (see attached logs of test pits DB 1 to DB 6). In
places the upper' portion of the silty clay was firmer than the lower portion, suggesting
that traffic over the site may have contributed to surficiai compaction. The silty clay, in
places, was iron stained and sometimes r,iddled with small holes, or vugs.
Our excavations down to six feet did not intercept standing water except in
some cases where some perched water was encountered below surface fill. The day of
our site evaluation, May 24, 2006, itwas raining with standing surface water in places.
The floodway tributary was running water; suggesting a water table within 12 feet of the
site surface. The iron stained, vuggy, silty clay is an indication of past water saturation.
Ground Support Considerations,
For the most part, the near s\lrface fill material is unsuitable for support of roads
and structures due to varying organic content. The sawdust and other woody debris
could decay and compact over time causing differential settling of structures and roads.
The shredded roofing is compressible and of tabular shape with inconsistent potential
flRE-SUBMIlTAL REC'O
DEe 11 2008
D-BAR Co, Construction, pg, 2
for meeting compaction standards. The silty clay, found within the lower part of the test
pits, is considered to be the ground support for the planned development. In place
bearing values of the silty clay, as tested by a portable Penetrometer, indicated an
average value of 750 psf (pounds per square foot). The vuggy areas had a low unit
weight due to the open soil structure. In areas where the clay had been compacted or
dried, slightly increased bearing strengths were encountered. And, where moister silty
clay was encountered the bearing values decreased from the average.
Laboratory Tests
Laboratory testing of the silty clay was performed, to determine site soil
, characteristics, and to support engineering strategies. Samples from the test pits were
used to determine wet and dry densities and water content (See log of Test Pits, DB 1
to DB 6). Wet densities ranged between 1 02 and 85 pet (pourids per cubic foot). Dry
densities ranged between 79 and 63 pet. : Water contents ranged between 23 and 26%.
Vuggy silty clay yielded results for wet densities, 93 to 76 pet, dry densities 67 to 58 pet,
and water contents of 28 to 22%. The liquid and plastic limits were determined (52 and
28), and the plasticity index (24) calculated, which supports our field classification of
silty clay (Figure 4a). Compaction test results of four samples indicate that the field soil
moisture is about 90%, or less, of optimum (Figure 4b). Also, the testing showed that
reductions of 2% in moisture resulted in 5% gains in dry density. The vuggy silty clay
appeared to compact equally as well as the material without vugs. '
Geologic Hazards
Seismic
The OSSC 2004 "Oregon Structural Specialties Code" International Building
Code 2003 requires that structures be designed and constructed to resist the effects of
earthquake motions (Section 1614.1). In order to precisely classify the site class a
determination of the soil shear wave veloCity is required. However, the code provides
thatthe building official may allow site class D to be used (IBC 2003 Sec. 1615,1.1).
Using site class D, the mapped spectral response for 0.2 second and 1.0 second
spectral response acceleration (Fig. 1615(1) and 1615(2) yielding 80% and 40% of the
acceleration of gravity ("g") respectively), and the equations found in Sections 1615.1.2
and 1615.1.3 gives values for the site design spectral response accelerations for short
- -" - - -an(njflen;econa pefi6os'of 0.049 ,rno -0-.379 respectfveTy-.--nlesenumbern may De 'useef -" " -' ,
for preliminary design purposes unless the building official determines otherwise.
Additional site studies'would provide more specific design accelerations.
PRE-SUBMITTAL REC'O
DEe 11 2008
, D-BAR Co, Construction"pg. 3
Flooding
The property is outside the 100 year floodplain, based upon the flood insurance
rate map number41039C1161 F. LocaLflooding should be controlled by proper
drainage facilities built with the project. Laboratory tests and field observations show
that the silty clay beneath the site looses bearing capacity with water saturation,
indicating that attention to site drainage is an important construction consideration.
Grouncl. Subsidence
A general hazard for construction in the area is the possibility of differential earth
movement below the project improvements. The potential is great where organic and
compressible fill material exists, and within loosely placed uncontrolled fill. The areas
that contain vuggy silty clay may settle after constructed loads are applied.
Conclusions and Recommendations
The site is underlain by organic and compressible fill, and uncontrolled mineral
fill. The organic and compressible material should b,e removed in areas beneath roads
and structures where differential settlement would have an adverse affect. Some of
the native silty clays are of low strength due to small holes or vugs within the soil
structure. These clays should be removed and recompacted in areas where settlement
would have an adverse impact. The silty clays sampled at depth generally had a high
water content, with a design bearing capacity of 750 pst. When dried to the optimum
water content for compaction the silty clay has a design bearing capacity of 1,500 psf.
The design provided to us shows modest grading with surface swales within the
driveways, and a general slope to the south. We have been told it is anticipated that
the unsuitable fill would be removed and a pit run granular material imported to meet
planned grades. Simply drying out and compacting the silty clay would increase soil
bearing capacity. However, there is a risk that moisture, introduced from the surface or
subsurface, would cause a reduction in soil strengths. Areas where some periodic
maintenance can be accepted could be prepared in this manner. It is also possible that
areas that contain small amounts of organic material could be compacted to provide a
buildable surface; however, the owner would have to assume the risk of future organic
decay causing differential settlement and higher maintenance expense;
u - , . ---TIfesitEns-recommenaedl6YaevelCjpmenf ancreonslrliCti6n of file proposea---'- -, -,....
industrial complex with the following recommendations:
1. We recommend that the site be evaluated by an engineering geologist after fills
and vuggy silty clays have been removed in order to confirm the expected subsurface
ground conditions. The non-organic and in-compressible fill material and vuggy clay
may be placed in compacted fill in a manner that results in no void spaces. The grade
PRE-sUBMIITAL REC'O
DEe 112008
D-BAR Co, Construction, pg, 4
of the subsurface silty clays shall slope southward without dips, holes or swales that
could accumulate water, before fill is pla~d over it.
2. We recommend that at least 12 inches of angular, granular fill be placed and
compacted under all building foundations, extending a minimum of 12 inches on both
sides of the foundation for each 12 inches of granular fill depth. Further, the placement
and compaction of the overlying granular fill shall be evaluated by an engineering
geologist to confirm the increase in allowed bearing values to 1,500 pst.
3. We recommend that roads intended for emergency vehicles, and all building
concrete slabs, be designed for a bearing capacity of 750 psf, or a minimum 12 inch
angular, granular fill base be compacted over and into the silty clay to increase the
bearing capacity to 1,500 pst.
4. We recommend that runoff from all.impervious surfaces, including roofs and
driveways, drain to the established waterway to the south of the site.
limitations
This letter report has been prepared to assistin the feasibility evaluation of a
storage unit development on the above described propertY located in Springfield,
Oregon. Not every possible hazard scenario has been evaluated, but only those
associated with the near surface site conditions affecting building foundation and
paving support. Our services consist of professional opinions and conclusions made in
accordance with generally accepted geological principles and practices, This
acknowledgment is in lieu of all warranties either expressed or implied. Shouldwe not
be retained for further recommended work we-cannot be responsible for the opinions
expressed herein.
We appreciate the opportunity to work with you on this project. If you have any
questions, or we can provide further information regarding statements made herein,
please get in touch. We look forward to further work toward the completion of your
project. ~' ,.
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C"..~""\ /,~~
...i: ")"'- --"\'"''
......~ 1. (lG '
.__ ___ ~ _._._ _._ ___ - - ________ .._.__. _._ ~.~~ n....___ _'.___
Geoffrey Garcia
Registered Consulting Geologist #772
James D. Rodine Ph.D.
Certified Engineering Geologist E160
PRE-SUBMITTAL REC'O
DEe 11 2008
D-BAR Co. Construction, pg, 5
References
Branch Engineering, Inc., April 6, 2006, Engineering and design drawings forD-BAR &
Co. Construction project.
OSSC, 2004, Oregon Structural Specialty Code, Adaptation of the 2003 International
Building Code.
Attached: Site Location Map, Figure 1
Test Pit Location Map, Figure 2
Soils Map & Data, Figs 3a to 3<::
Laboratory results, Figs 4a & 4b
Log of test pits, DB 1 to DB 6
Photographs, Plates 1 to -4
"
__ ___ ~,__ __ - _n _ __. _._ .~ __ _ ___ _ ___ ___"n__ __ ___ ___._ ____ __'.____.. _ _.__ _'_ _'_ _. __ _ _ ___ __'_ __ .._
PRE-sUBMI1TAL REC'O
DEe 11 2008
D-BAR Co. Construction, pg. 6
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---
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SITE DATA
-~.~~
R .~r I
/'
,'-'-, ,,/"
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.e. FNE HYDRANT
I:tI aus STOP
"':I
~ I
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J
VICINITY MAP
FWOD PLAIN
BASED ON FLOOD INSURANCE RA rE MAP NO
41039C116! F. THIS PROPERTY IS OUTSIDE THE
100 YEAR FLOOD PLAIN.
SOIL TYPES
ACCORDING TO THE SOILS SURVEY OF L"-NE
COUNTY, THE EXISTING SOILS ARE AS
FOLLOWS'
MOST OF THE SITE IS IS} AWBRIG-UqaAN
LAND COMPLEX. THIS SOIL HAS A H;Gr-f
WATER TABLE DEPTf-I OF 0'-1',
THE REMAINING PORTION OF Tf-IE SITE IS (32)
COBURG-URBAN LAND COMPLEX. H.,'S SOIL
f-IAS A HIGH WA TER DEPTH OF 1.5'.~.5'.
JrKLLHBAD PROTECTION
AS ILLUSTRA TED. IN THE WELU-IEAD
PROTECTION AREAS MAP. THIS SITE IS WITHIN
THE 10 YR. TIME OF TRAVEL ZONE TO MAiA
WATERCOURSES
-- THE WA TER . QUALITY LIMITED. WA TERCOURSE
MAP NAMES THE EXlsn'VG SWALE SOUTH
OF THE SITE AS THE 0 STREET FLOODwA Y
AND CALLS IT OUT AS A TRIBUTARY
((1000c/5). THE RIPARIAN CORRIDOR IS
50: A '35' SETBACK IS REOUIREu ASSUMING
ENHANCEMENT OF THE RIPARIAN AREA.
/
/
Garcia Consultants GeolooistS;
General, Engineering, and Mining Geology
12303 Galice Rd,. Me~in. Oregon 97532
Phone/FAX: 541 474-2717
E:-mail: 9(larUi>echoweb.net
1\
_Jl1i%~~
l~~
\
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8:J
:rEST PIT LOCA nON MAP
GRLPrlICSC.'i.U:
9
",'J 4~
~
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, ... 'E~l ,
._~
Geologic conditions noted as of May 2006
Contacts and test.pits approximately located
DB 1 = Test Pit Number 1
LEGEND
o
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1m
m
PROPERTY LINE
FOleE
CURB
E....SEMENT
FOUND MONUMENT
S,GN
LIGHT POLE WITH
POWER POLE
GUl WIRE
11o'4,ER M!:TER
E,-ECTRJC eox
NA TER VAL YE
FIRE HiORANT
MMIHOLE
CURB I!IILET
C.JNCRETc
EUlLDING TO
ARM
-?
@
ti
c:::':=;
--,-J
-Of-JP-
REMAIN
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OV~RHEAD POWER
Gl.S LII.JE
flArER LiNE
liNE
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~I
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D-BAR, Springfield, OR
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Wtcan
Wt wet sail wlcan
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Wt Moisture
Water content
Liquid Limit : 5'.:t
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PRE,SUBMITTAL REC'D
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Water (%)
Garcia Consultants
General Geology - Engineering Geology - Mining Geology
GeoloQists,
,
Loa of Test Pit
12303 Galice Rd.
Merlin, Oregon 97532
Phone: 541 4742717
E-mail: ggar@echoweb.net
Project Name: J)-$/I/Z rt Co.
Date: s- ~4'. 06
Test Pit,Number: IJ B.1
Method of Excavation: 013ackhoe, 0 Excavator, 0 Other
Depth Water Encountered: p~ rr:.--ie 01 c:i! I ~ /
Logged By: .J R/ ;;6
I
Depth (FT) 1
I
I
0.1 I
1
// I
/- ;l /2 I
I
I
2~ -5:
I
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I
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Remarks: usr ,,;r ileA-I"
Description of Material
,
I
I,Classificationrrests
I
&1)4-PN~
OrJt:lht'c: w~ocl' d e-I.....i:.s-
rtPcd 9'hz.pe/__
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I
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DEe 11 20lB
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Garcia Consultants
General Geology - Engineering Geology - Mining Geology
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DEe 11 201 8
Loa of Test Pit
Project Name: f) ~ gAR t ~
Date: S - :J ~ - (!)t;
,
Test Pit Number: Of? 2-
Method of Excavation: [tI-Backhoe, D Excavator, D Other
Depth Water Encountered: ~ ;Z ~ "
Logged By: J Il /Lf"1'>
I
Depth (FT) Description of Material
0- 2. ~ M/;(ed' ~.~ tp"tAhl'c:... lAuPo!
cl""r~'s, n~~ ~pJV~, ~/~:J
,2'i-l'%. D~tr ~H1I.>U" ~t:.re.;; Ae8#/.{
t:,,~'; S,./t$ c1A7
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I
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Nw,( re?4d s;:>~r:
-------------
GeoloQists
12303 Galice Rd.
Merlin, Oregon 97532
, Phone: 541 4742717
E-mail: ggar@echoweb.net
ClassificationfT ests
1" - -I-e Iff!
S4"'Y"
4'. ~I>~
.s'alOll/k
D82
Garcia Consultants
General Geology - Engineering Geology - Mining Geology
Project Name:
Date:
Test Pit Number:
Geoloqists
12303 Galice Rd,
Merlin, Oregon 97532
Phone: 541 4742717
E-mail: ggar@echoweb.net
Loa of Test Pit
D- 9/4-/2 J Co,
f. 2~- o.
OS ?
Method of Excavation: B1iackhoe, 0 Excavator. 0 Other
.,,- .."
Depth Water Encountered: ~
Logged By: Jill &"6
Depth (FT)
e>.~
!~!S"
s~~
Remarks:
Description of Material
ClassificationfTests
;::,'// , ;; ,..,.".,.;, ~,~#/.S", t::/A~,
S4.llcl, #?&l""/~ IHA-~,= a9W~
d~k-
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I c.v.'.2G %
J
PRE-SUBMITTAL REC' )
DEe 11 2008
DES
Garcia Consultants
General Geology - Engineering Geology - Mining Geology
Project Name:
Date:
Test Pit Number:
Loa of Test Pit
D- &'A/l ~ Co.
o!;- :l~~ 06
DE .q
Method of Excavation: [5Backhoe, 0 Excavator, 0 Other
Depth Water Encountered:
Logged By: . J Il/;.:' .6
Depth (FT)
0-:/
3- ~
I
I
I
I
I
1
1
1
1
1
1
H-I
I
1
I
1
I
Remarks:
Description of Material
lI1,"xe / .;;./( t97::"Jfic (~~
d.fJt:' IIf ~ "~'&.k), Y'9c...k
- J ~/A.J /M.f..; .6n'ck~
6na7 ~.,~~~ plAa-h"c:, ~4'T,
'" ~. /." 6/4.:;
GeoloQists
12303 Galice Rd.
Merlin, Oregon 97532
Phone: 541 4742717
E-mail: ggar@echoweb.net
ClassificationfT ests
.ql ~
-IuD-
~'"floe
e..,: /0011/-/1.1
~J ~ 7411 /I'IJ
w ~ J.tf>.~ ~
',.." --, 1-- ,.,-- --, -, ,- ----' '" "",.'
I
1
1
I
1
PRE-SUBMITTAL REf ;'0
DEe 11 2008
'DB -4
Garcia Consultants
General Geology - Engineering Geology - Mining Geology
"
Geoloaists
Loa of Test Pit
Project Name: --1)~ O.4/l J C.,..
Date: ~. jq- P.
Test Pit Number: ()~ 5
Method of Excavation: []--Backhoe, 0 Excavator, 0 Other
Depth Water Encountered: :t I. s- '
Logged By: .J 0/1.1" r..
Depth(FT)
0- /'/..
l't-;}~
2~.G"
,-- '..''--.' .. t..
I
I
I
I
I
Remarks:
Description of Material
Foil.' 1.1,.4Nl' /Iy $"'''-1 J' (',.,&ok
bttS'e J" a~~h4- 6ft,~~
F."II.' M,~.. ~ t:fI"AJ c"k;e../
sl.'/~ t:!:tA.:J w/~ t"h.k:,
""",J 1hU1t!/
t5 r46J C:P~N~.> 'tf'f, 'p/A~'~
.>e'/7) ~/"J
12303 Galice Rd,
Merlin, Oregon 97532
Phone: 541 4742717
E-mail: ggar@echoweb.net
I
I ClassificationfTests
I
I
f
I
~' 1".. /Je
!o4'"1'~
ew : /00.;1 /f(.I'
eel:: 7~:tII-#f
w:- ;Zq '?
.., ~ ,.., 'd 'dO
I
I
I
I
I rRE-~unMITTAL RE( :'0
DEe 1 1'2008
-.1.
D/3 ~
Garcia Consultants
General Geology - Engineering Geology - Mining Geology
Project Name:
Date:
Test Pit Number:
Geoloaists
Loa of Test Pit
12303 Galice Rd.
Merlin, Oregon 97532
Phone: 541 4742717
E-mail: ggar@echoweb.net
{) - 6',4,.e
5-:J~- &Pi:
DIP6
Method of Excavation: lff13ackhoe, 0 :Excavator, 0 Other
Depth Water Encountered:
Logged By: J R /15 A
I
I
I
I
I
I
I
,q- 5:-- -''-:- /..t'11t/'9~~,t-O"j,J-'O-W.M- --c~/P~e..l-, ;--- ,"
, : ~,'I-I, ~/A:/ (7f.i--Mf!!I-' w<'fA c/4fJ7'.4f :
I I
I I
I I
Depth (FT)
0-2
;l- .c.;
Remarks:
Description of Material
ClassificationfT ests
F,. /1.' 6 """t!-/ I"du-rtd f!.1 ~~iJ;;'s"
I
fI1) /PD ./ e kc/, s:'
=-___5..!' :: :..--- w.. <.>b c..", P S'
... -6 . /j .
.. _aIlAV~L.
.. III .
-=_ -: _~"'''D ~/~P.s
-.......;...,--
" '.4
. 4 ' " ~4.e"'''''~
4lo .
- --
C? tJ,.' - "
~
&>
.0
- - -:::..
t! c:>~.II:" C s:'
~Q<'>I> CH/~.r
--:-- - --
- -
-..-
IS rA1
c./a.:;
<= t? /P"-:..I,5" H; s.:' /7"7
PRE.SUBMITTA~ R CO
DEe 11 200:.
DB 6
rn
~~
~;
a f!
o &;
C,) .c'
~
~ ~
z ~
d ~
'" 'I
..gl
~
<D
.-
:>
<D
-
.~
rn
"
, D-BAR & Co. Con-
I struction; Springfield,
i Lane Co., OR
APN: 17-02-31-22,
TL 500
Plate 1
Garcia Consultants
12303 Galice Road
Merlin, OR 97532
RE{;I'~74-2717
. Mne 2006
DEe 11 l330
L
;
,
.
~
., ~
f-< "
Ej" ~
S
o
<)
I:I1
(/)
D-BAR & CO. Construction,
Springfield, Lane Co., OR
APN: 17-02-31-22, TL 500
Plate 2
Garcia Consultants
12303 Galice Road
11erlin,OR 97532
541474-2717
June 2006
~~t-~UBMmAl ?EC'O
DEe 11 2008
Test Pit DB 1
Test Pit DB 2
Test Pit DB 3
Test Pit DB 3, vuggy clay
D-BAR & Co. Coostruction, Springfield, Lane Co., OR
APN: 17-02-31-22, TL500
Plate 3
Garcia Consultants
12303 Galice Road
Merlin, OR 97532
541474-2717
June 2006
PRE-SUBMITTAL REC'O
DEe 11 2008
Test Pit DB 4 I'
Test Pit DB 6
Test Pit DB 5
D-BAR & Co. Construction, Springfield, Lane Co., OR
APN: ]7-02-3]~22, TL 500
Plate 4
Garcia Consultants
12303 Galice Road
Merlin, OR 97532
541474-2717
June 2006
rRE,&'JeMITI^L PIC'D
DEe 11 i008
;,
;,
.' 'J
=--""'-"""'~<.-.' .
STO~MWATER
,
MANAG EMENT PLAN AND
DRAINAGE STUDY
FOR
V-BAR & COMPANY CONSTRUCTION
Springfield; OR
,,~"',:t""""~.' .
June 6, 2007
Pre oared For:
D-Bar & Company Construction
95950 North Bank Road
Gold Beach, Oregon 97444
Branch Engineering, Inc.
310 5th Street
Springfield, OR 97477
Phone (541) 746,0637
Fax (541) 746'0389
\
. ,~".",>'~,"",;W"',"f""
'j,.-,.".""".
(@l Branch Engineering,_ Inc.
~ ,
PROJECT # 05-299A
r'~E.SUBMITIAL REC'D
DEe 11 2008
Table of Contents
Page
A. Storm water Management Plan....'................. ... .... .............. ... ..':. .......... .2,3
B. Hydraulic Study Map. .......... ............. ...... ...... ...... ....... .... ... Attachment A
C. Hydraulic Stormwater Quality Calculations.............................. Attachment B
D, Hydraulic Stormwater Capacity Calculations..........................,. Attachment C
E, Proposed Site Construction Plans..... ....... ........... .............. ...... Attachment D
F. Bio-swale Maintenance Plan... ...:........... ... .... ............... ..... .... Attachment E
PRE-SUBMITTAL REC'O
DEe 11 2008
Stormwater Management Plan - Page 1
Stormwater Management Plan
Introduction
, The Stormwater Management Plan (SWMP) is prepared to address the drainage system
proposed with the warehouse and mini-storage development for the D-Bar & Company
Construction. The site is located near the intersection of30th Street and Industrial
Avenue in Springfield, Oregon (Tax Map] 7-02-3]-22 Tax Lot 500). This report
demonstrates how the proposed stormwater!system fulfills the requirements set forth by
the Oregon Department 'of Environmental Quality's "Storm water Management Plan
Submission Guidelines for Removal/Fill Permit Applications Which Involve Impervious
Surfaces "permit application. The report presents storm water capacity, storm water
quality and maintenance and operation evaluations.
Existing Conditions
The site is approximately 5.25 acres and th~ existing improvements on the site include
one warehouse and two storage buildings. A high point occurs in middle of the site and
runoff flows to the southwest and southeast!corners oflhe property. The southern border
oflhe property is a drainage channel called ~Tributary Q-Street Floodway." A wetland is
located on the east side of the property line: The Tributary Q-Street Floodway is a part of
the City of Springfield stonnwater system (See Hydrologic Study Map), (Existing
Conditions Plan). According to the Soils Survev of Lane County. Oregon, by the Natural
Resource Conservation Service, the soil at the site is Awbrig-Urban Land Complex (Soil
Number: 6) and it has high water table depth of approximately 0.5 feet. The other soil on
the site is Coburg-Urban Land Complex (Soil Number: 32) and has a high water depth of
approximately 2 feet. Both soils are moderately well draining.
Proposed Conditions
The proposed conditions for the site include the addition of foUr storage buildings and
five warehouses. The additional structures will create an impervious area of
approximately 92 percent of the site. The proposed best management practice facilities
are two bio-swales that will capture the runOff from the southern comers of the property
and convey the flow to a single point discharge (See Hydrologic Study Map). Bio-Swale
S I captures runoff from the western drainage basin (Basin S I) and Bio-Swale S2 from
the eastern drainage basin (Basin S2). The benefits of bio-swales include settling and
filtering pollutants, groundwater infiltration and moderating the flow into the stormwater
system. Possible pollutants of concern from the site are sediment from erosion; trace
metals, small amounts of petroleum products and fertilizer runoff. The bio-swales were
designed based on City of Portland Stormwater Management Manual specifications and
requirements. In addition to the bio-swale BMP, double chambered catch basins with
traps to trap floatables will be installed up-stream from the bio-swales per the City of
Springfield's standards. .
PRE-SUBMITTAL REC'D
DEe 11 2008
Stormwater Management Plan, Page 2
,
Bio-swale Design
The bio-swales were designed based on a water quality storm event of 0.82 in/24 hr and a '
25 year storm event of 4.8 in/24 hr. Bio-Swale SI has a flow of 0.29 cfs and a velocity of
0.22 ft/sduring the water quality storm event. The City of Portland Stormwater
Management Manual requires a residence time of9 minutes and at the given velocity a
minimum swale length of 119 feet. Bio-Swale S 1 has a length of 180 feet which exceed
treatment requirements. Bio-Swale S2 has a velocity of 0.24 ft/s and minimum treatment
length of 130 feet. However, Bio-Swale S2 has a length of 180 feet which also exceeds
the requirements. See Appendix A for more in-depth water quality storm event
calculations.
The 25-year storm event was used to determine if the swales were deep enough to convey
the flow to the Tributary Q-Street Floodway without overtopping their banks. The 25-
year flow was modeled through the swales and the swales maintained a freeboard of at
least 3 feet at their shallowest sections. 'A swale cross-section can be reviewed on Sheet
C4 of the Grading Plan and the hydraulic calculations can be reviewed in Appendix A. If
a large storm event occurs and the swales do overtop their banks, the floodwater will flow
into their stormwater destination of Tributary Q-Street Floodway.
Maintenance and Operation
A post-constructionSWMP for the bio-swale is present in Attachment F. The on-site
drainage basins shall be inspected quarterly and cleaned a minimum of twice a year.
PRE-SUBMITTAL REC'O
DEe 11 2008
Stormwater Management Plan, Page 3
-----
---------
-- ,
--
/
~Yd 0--~~ <; ''. . ,~
/ g,;-: 1 g; \~ .o~ ~:Y--~ .
~ '.o,' ,'! ~'sx.M<,yXl<'S(X~ ,_/ ~\-,1. t-B;:;...,
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. .1-f.. . -. /............ /:>'0.. ~
',' ~-;~ . t '.", /./. I('i' 4'.... - , .
h t - ../ . to I
. EXIST. 6' CHAIN -........ /: \ . </ ~ ,r - "I \
LN<FENCe I -"'''.o / :/ X>~ 1'~ -~" I'" '" ,~'
,/ j x::,,~, ~" "'.....
/ > ~I (r~' g; ~ ~ ~ ~ ~, '\ ~
"'-IO'~ ~' ~ ~ ' ~'" ~ ~ ~ ~ ~ 'J~'''-v. . \'. I
~'.~F~:'h~ ."ro~JIBA~}N s/~ J:l--r--C=-<=,o
~.o~ i ~ BA.oSf. N S.o 1 x; ~ & 2.62 ~C i :.o <' - .
, \ '1' i 2.6? AC, ~>; j ~ l?:X ~ ~ y~'?S;t' ,);. <) I
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a> e.g.9
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b.Ci:~~.a: ~
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t/J..;;g"s Eo-
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WE7LAM:I HA TCH
GRAPt-llC SCALE
o 40 80 160
r : l.s. I I
~I' IllSM,I
'1..lIL ~,..:&\!....~.Il.Ii~~~
( IN FEET )
-
....-- _...-~'---
--
~
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.---
- -;-- ---..----
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:~ .-=-=
80
I
1-..-
------'
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___= 1~--'[C
-1-'
--
--
"-"_.."--
-"...-=
T"'='~ ,:.$......,.:
-
-:-
~
~
':--J
NOTE:
,
SEE SITE ASSESSMENT OF EXIST. CONDo (SHEET CIJ FOR 100 YR.
FLOOD PLAIN DA T A.
SEE UTILITY PLAN (SHEET C3J FOR EXISTING UTILITY LOCA TlONS,
SEE GRADING AND PA VING PLAN (SHEET C4) FOR FLOW ARROWS.
PROPOSED CONTOURS. SPOT ELEVA nONS. AND STORM DRAIN INVERT
ELEVA TlONS :
'i!
<3
-"'-.~.
8 JUN 2007
1";'80'
DATE
SCALE
DRAWN
BY
OEStGNER
CHECKED
BY
BIO-SWALE CROSS SECTION
AS
MLB
s/S{ 3' SWALE '/..,'\
,?OP" I BOTTOM I 51-0?,
.~,)' .::". .41SLDPE!, l. ~ l,.~ . ,1i;14"5LO~E .~
/'." "/":i);~. '\\l:- "\.'I~\;_-:;,~'~itd,-r;" ,.i~\J_;:;;~-'1 ,,'~,
'/ ,/ . ~_ '''/1;:-j \"~- -"'/'1'-'''''''/ ~'jM~.-.-"r,' ~~,':":'_:"'.:" .....
...../ ". '-", "?:/: - .."""', "..,. ','., ,,~'
'., ,'. ",>..-. ",".,'.. -- 'z. . ,~-~)" 0.38' MAX.
. , ~ --'. .'. ,,~ '.-:'.: TREATMENT
. , " .' ....: \,,::. AREA DEPTH
6" TOP SOIL "-
NA TlVE SOtL
NA TlVE SEED MIXTURE
PRE-SUBMITTJ r~.l
DEe 11 z1)ffifT NO.
,05-299,1.
SOIL TYPE:
A WBRIG-URBAN LAND COMPLEX (66%!.
COBURG,URBAN LAND COMPLEX (34%).
1
ATTACHMENT A
(SOIL NUMBER' 6)
(SOIL NuivIBER' 32)
Trapezoidal Channel Analysis & Design
Open Channel - Uniform flow
Worksheet Name: 05-299A Schulz
, Comment: Sl -. Water Quality Storm
Solve For Depth
'Given Input Data:
Bottom Width.....
Left Side Slope..,
Right Side Slope.
Manning's n......
Channel Slope....
Discharge. .......
Computed Results:
Depth. . . . . . . . . . . .
Velocity.-. ..... . .
Flow Area........
Flow Top Width.:.
Wetted Perimeter.
Critical Depth. . .
Critical Slope...
Froude Number.._.
4.00 ft
4.00:1 (H:V)
4.00:1 (H:V)
0.240
0.0100 ft/ft
0.29 cfs
0.26 it
0.22 fps
1. 31 sf
6.08 ft
6.15 ft
0.05 ft
2.2730 ft/ft
0.08 (flow is S~bcritical)
'- Mtr/..lr'v/'-> 5"VAt-E LEI'-'6rH l=oR TRfcAThF.-IC-'r 84SE.O 01\./ '1 #11A/"vj-f:.
~ E-s 'DE^-' cE- T l.~" '0:
(Co2
~ F-)-/<s)( cf
"
t.
VELa c: ',-/
, ;
",",UV)\(' 6osf':-C /' \_
, ../II'~','~)
J I V. ?F-':
PRE-SUBMI1TAL REC'D
DEe 11 2008
Open Channel Flow Module, Version 3,.42 (c) 1991
Haestad Methods, Inc. * 37 Brookside Rd * Waterbury, Ct 06708
ATTACHMENT B
-
Trapezoidal Channel Analysis & Design
Open Channel - Uniform flow
Worksheet Name: 05-299A Schulz
Comment: SZ - Water Quality Storm
Solve, For Depth
Given Input Data:
Bottom Width.. ...
Left Side Slope..
Right Side Slope.
Manning's n......
Channel Slope....
Disch~rge.. ......
Computed Results:
Depth. .. . . . . . . . . .
Velocity... ......
Flow Area........
Flow Top Width. . .
Wetted Perimeter.
Critical Depth...
Critical Slope...
Froude Number. ...
>t-MIN'll"1vl"'"
4. 00 ft
4.00:1 (H:V)
4.00:1 (H:V)
0.240
0.0100 ft/ft
0.40 cfs
0.31 ft
0.24 fps
1. 63 sf
6.49 ft
6.57 ft
0.07 ft
2.1286 ft/ft.
0.09 (flow is Subcritical)
SI.v~L~ L-E/V617; FoJ< 'r(<F.:AII>--'>E:c1l--1
13115&-0 c/A.,/
q M IIV vT 1':_ [<. f::..s lOt:;: fV( IC. III'-") E- .
(o"z 1-( FT/5 ) (<1 MI^-) ( 60 S[:c/I /l-]I;V)
,'\. vF;:L-oc li;/
12 "1.6 FEf3;
Open Channel Flow Module, version 3.42 (c) 1991
Haestad Methods, Inc. * 37 Brook?ide Rd * Waterbury, Ct 06708
PRE-SUBMITTAL REC'O
DEe 11 2008
tRB1
'?fw - 5 t,J. ~ VL
S \ - 1J0(]..:\C. f
Known:
Perviouq
Area =
ImDerviouq
% Imperv, =
Area =
8ile
Area =
,...., \' \ \' .'\: t.,
\..-1 ',-, '.(,) "..:"'"., \. "
j,
,
0,18 acres
90,63
1,74 acres
1,92 acres
w = 0.3333
Answer:
Maximum Design Flowrate =
T -
p-
~
CN =
CN =
Total Rain =
0.29
5\-0 (
98
0,83' ,in.
cfs
min,
l~-f\",
89
Storage =
StDrage =
Time incr. =
1,24
0,20
10
CU, it.
CU, ft,
min.
0.2S =
0.28 =
T =
,
0,25
0.04
1.0
cu. ft.
01
(.)
LLI
c=::
;a:
1=
2,-,
COw
=Cl
U>
.
LLI
c=::
a..
00
=
,=
'"
-
-
cu. ft.
min.
b ':;-t;;l' (::. V:, (L\.J.<,.
S"
~, ... -\ ',<' ';:)
, _\ __, \} 'n,<" t,
......., "'~.J!\,. " ....~'\.A~... -.
,,'t II <', \ " '~"c: <11-"" 1,0"'"
v\...J.A........." .... " ~-, "',;1
" I
'" ...,~
Known:
Pervious 0
Area = ':0 ::1,7-),,;' acres CN = Storage = 1.24 cu. ft. 0.2S = 0.25 cu. fl. U
LU 00
c.:: =
--I =
.Imoervious ~ '"
% Imperv. = 93.51 ....
Area = '.'-, "2,45, eN = Storage = 0.20 cu. ft. 0.2S = 0.04 cu. fl. 2: .-l
-'-"acres
cc c.J
=> L.l.J
Site Con Cl
.
Area = 2.62 Total Rain = in. Time Incr: = 10 min. T - min. LU
acres c.::
, c....
w= 0.3333
Answer:
Maximum Design Flowrate =
T =
p
0.40
cfs
min.
....-
I>
Trapezoidal Channel Analysis & Design
Open Cham1el - Uniform flow
Worksheet Name: 05-299A Schulz
Comment: Sl d-S "{" -S ;"'C:, "r.-,.."
Solve For Depth
Given Input Data:
Bottom Width. .. . .
Left Side Slope..'
Right Side Slope.'
Manning's n.. ....
Channel Slope....
Discharge.... ....,
Computed Results:
Depth. . . . . . . . . . . .
Velocity. . . . . . . . .
Flow Area.... ....
Flow Top Width.. .
Wetted Perimeter.
Critical Depth...
Critical Slope...
Froude Number....
4.00 ft
4.00:1 (H:V)
4.00:1 (H:V)
0.240
0.0100 ft/ft
2.13 cfs
0.,76 ft I
0.40 fps
5.32 sf
10.06, ft
10.24' ft
0.19, ft
1.5454 ft/ft
0.10 (flow is Subcritical)
PRE-SUBMITTAL REC'D
DEe 11 2008
Open Channel Flow Module, Version 3.42 (c) 1991
Haestad Methods, Inc. * 37 Brookside Rd * Waterbury, Ct 06708
ATTACHMENT C
IiIlIIIIII
Trapezoidal Channel Analysis & Design
Open Channel - Uniform flow
worksheet Name: 05-299A Schulz
Comment: S2 - d S ',I" <;-\-I:> ,rc;',.,
,
Solve For Depth
Given Input Data:
Bottom Width.....
Left Side Slope..
Right Side Slope.
Manning's n.. ....
Channel Slope....
Discharge... .....
Computed Results:
Depth. . . . . . . . . . . .
Velocity.. .-..... .
Flow Area. . . . . . . . '
Flow Top Width...
Wetted Perimeter.
Critical Depth...
Critical Slope...
Froude Number....
4.00 ft
4.00': 1 (H:V)
4.00':1 (H:V)
0.240
0.0100 ft/ft
2.92, cfs
0.89 ft
0.44 fps
6.69 sf
11.09 ft
11. 31 ft
0.23 ft
1.4620 ft/ft
0.10 (flow is Subcritical)
Open Channel Flow Module, Version 3.42 (c) 1991
HaestadMethods, Inc. * 37 Brookside Rd * Waterbury, Ct 06708
PRE-SUBMITTAL REeD
DEe 11 2008
. J6It
J5/0-5WAL-C
51 - 2)',/R.. ~,OR.. M
Known:
Pervious
Area = "0,18:,' acres
Imoervious
% Imperv. =
Area = ~ "
90.63
1,.74,;
,acres
Site'
Area =
1.92
acres
w = 0.3333
Answer:
Maximum Design Flowrate =
. 617/2007
1:59PM
0
~ 00
=
=
CN = Storage = 1.24 cu. ft. 0.2S = 0.25 cu, fl. ::;:l <'oJ
E: ....
....
~ u
CO w
0.2S = ::::>> Cl
CN = Storage = 0.20 cU..!t. 0.04 cu. fl. ~
.
u.J
~
0-
Total Rain = in. Time Incr. = 10 min, T c = t~::~~:~'l~fo:~'h:;'.: :min.
---, - ..
2.13
cfs
C:IDocuments and Setlingsldank,BRANCHIDesktoplEngineering Stuff\GENERAL STORMWATERISanta Barbara Flow Calcs.xls
I:J , v - ...... "'-""" n '-- I:.
S 2 - Z S yrz
Known:
Pervious
Area =
Imoervious
% Imperv. =
Area =
.> / CJ R. /'-;
. 0.17 acres
93.51
2.45 acres
Site,
Area = 2.62 acres
. w = 0.3333
Answer:
Maximum Design Flowrate =
.617/2007
1:58PM
CN = .". ',89""';,.:'
Storage =
1.24
cu. It.
0.2S =
0.25
cu. It.
CI
U
LU
et:::
--'
~
:2:
co
~
CJ?
LLI
, et:::
Cl..
C:IDocuments and Sellingsldank.BRANCHIDesktoplEngineering Stuff\GENERAL STORMWATERISanta Barbara Flow Cales.xls
CN = 0' ~<~?:,9 8' ::~,:>o~A Slorage = 0.20 cu. ft, 0.2S = 0.04 cu. ft.
Total Rain = 4;8;;:~, in, Time Iner. = 10 min. T, min.
' ,
2.93
cfs
0:>
=
<::>
'"
-
.-4
(.J
W
Q
I' /
, '
,/ .,I~/ ,.1 ~
. ' " . . /
r I '-0 ' ',' .,,-
,I' ';" ~y/
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..'" .......... EASEMENT I'~~.~_~.\L.~~~~:.:-"':-
TO SE VACATEO---f ....~.. .
RECORDING OF 1--- . '-f-!\.J'..-;;." - - - -
NEW EASEMENT I _ ~",fS ... -'" COMMERCIAL ST.
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..( _~...~ \AJ-DRaOCA7EP~ TOeE"REf'lACE'D +. .,"~R_'S7.34
\. oj- .........7TO BE OR RELOCATED ~ . . CHORD- If.sr
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VICINITY, MAP '
~'
'SITE DATA
-
FLOOD PLAIN .
BASED ON FLOOO NSURAM:E RA rr iMP NO.
~/039C116t F. THIS PROPERTY IS OUTSIDE THE
100 YEAR FLOOD PLAIN. "
SOIL TYPES "t-~
ACCORDING TOffE SOU stR'IVE"Y OF L~tiE
COlAIITY: THE EXISTJI/G SOl..SARE AS
FOLLOWS-
MOST OF 11--IE SITE IS (SJ AWSRIG'/JRBAN
LAND COMPLEX- THIS SOL kAS A /--6(5/-1
WATER.TABLE.DEf'll-I CF 0'-1".
TH:: REMANING PORTION OF TI--E SITE" IS (~2)
Co~G~URBAN LANO COMPLEX. THIS 50<<.
HAS A HIGH \VA TER DEPTH OF 1.5"-2.5'.
nLl.READ PROTECTION
-AS /lLUSTRATED'B\1 THE"lI'EU.HEAD
PRoTECTION AREAS MAP. THIS SITE IS WITHiN
T/--IE 10 YR. TIllE CF TRAVEL ZONE TO MAlA.
JrA.TERCOURSES
THE WA T~R OUAUTY _LIMITED lI'A TERCClURSE
MAt' NAMES Tf-/E ~X1STlNG SWAL~ SOUTk .
OF TI--IE SlT~ AS Ti--E 0 STR~H FLOODWAY
A/'-I:J CALLS IT OUT AS A TR18UTARY
(<IOOOds). il-€ RIPARIAN .CORRIDOR IS - .
50'. A 3" SETBAO( IS REOUIRED ASSUWl/VG
ENHANCEMENT OF THE RIPARIAN AREA:
LEGEND
Go '
TFC-470.7 -.
. _FL.467.77 .~
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SHEeT NO.
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1 LM FENCE w..:!~ Fl..OOOII'AY ........... ,.....,.
~ ~ ENTRANC~""", .....
I ~ SIGN' ........ .' ---;.: - - - -,--
~\.Y RETAINING WA/,L . COMMERCIAL' ST
I ,"~ '" ,p'" ANOPCD<S,"",\"-\' " ~
PHASE i SITE PLAN " ) & t. / ~/ . / - ~~ ~____==~
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ASSOClATE"S.,1NC.
-
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BE DESIGNfD BY DTlERSJ
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& UTLITY EASEMENT
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TAX MAP 17-02-3/-22. TAX LOr:. SOO l
PHASE 1 :.. SITE DATA
PHASE 1 DESCRIPTION
PROPOSED CONSTRUCTION FOR PHASE I IS TO BUilD FIVE Nfli' WAREHOUSE
BUlLDWGS WITH OFFICES, FOUR GA TED MlNl-STQRAGE Bt4.0fNGs. AND TO PROVOE:
PAWiG. STORM FActJ11E:S. $AMTARY PIPING. ANO UTlL./Ttts TO sERVE" THE
NEW BUl.DlVGS. CONSTRUCTION WLL BEGIN IN 5lJMMER OF 2006.
SITE COVERAGE' TABULA.710N
TOTAL SITE AREA'. .'217.871 sf>..
BUILDING FOOTPRINT AREA' . . 75./B9 sf- .
PAVING AREA$> . B5.49'3 ~/, :
. !,ERVIOUS AREA- . 57J90 sf'
loor OF TOTAL
''/.5f OF TOTAL
. 39.2f OF TOTAL
26.Jf OF TOTAL'
noOR AR&A.
EXIST. OFFICE' . . . . . . . 1,2B3 sf
PROPOSED OFFICE' . . 6.300 ,f
TOTAL OFFICE' . 7.583 sf
EXIST. WAREHOUSE'. . . . . . . 11.209 sf
PROPOSED WAREHOUSE... . 27.051 51.
. TOTAL .WAREHOUSE' . 38.260 ,f
PARKING
EXlSTWG PARmrs- .
PROPOSED PARKING<. ...
PROPOSED DISABLED PARKING, .
PROPOSED BICYCLE PARKING'
PROPOSED ON.sm; lOADING AREA. .
PARKING AND VEH'Ctl.AR AREAS.
(EXCLUDING GARAGE: AREA)
. . . NO DESI5NA TED PARKING .
. : : 59 SPACES d"4 WTOOOR/25 GARAGED}
.3 SPACES
. I 7 SPACES (5' OUTDOOR/12 GARAGED)
: B.B93 sf.'
.78.052 sf'
BXTERIOR LIGHTING
ALL EXTER/OR LIGHTNG. wiL 8t: STRUCTURE MOl.W1ED. TI--€ LIGHTING FOR
THE MINI-STORAGE AREA Wl.L eE 200 WA TT. ALL OTHrn LIGHTING
Wl.L' BE 400 WA TT.
TRANSri FACILITIES
TI--E r-EAREST BUS STOP IS ON THE Nil' CORN8'I OF 30TH AND MAIN ST.
iSEE VICW/TY MAP ON SHEET CI.}."
LEGEND
~
PROPERTY LINE
EXISTING FENCE
PROPOSED FENCE
EXISTING CURB
PROPOSED CURB
PROPOS8J CONCRETE
VALLEY GUTTER
. PR~SED F:OGE OF AC.
EASEMENT
CONCRETE FILLED BOlLAROS
COVERED TRASH ReCEPTACLE: WITH
MAN CONNECTION TO SANITARY
EXISTING CONCReTE
PROPOSED CONCRETE
EXISTING BUILDING
PROPOSED BUILDING
EXISTING DRAINAGE WAY
PROPOSED VEGETATED TREA TMENT
SWAlE
EXISTING TOP OF BANK
EX(ST/NG WETLAND BOUNDARY
~
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NOTES
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LIGHT POLE WITH A~M .
. STRUCTURE MOUNTED UGHTm
POWER POLE.
. GUY WIRE.
ELECTRIC flOX
PROPOSED ELECTRIC .
TRANSFORMER IBY On-ERS)
TELEPHONE RISER
WATeR ~TER
PROPOSED CBU MAI..BOX
WATER VALVE
FIRE. HYDRANT
MANHOlE
CATCH BASIN/AREA DRAIN
CURB "'LeT.
REFLRBISHED HYDRANTS SHALL HAVE STORZ ADAPTERS ~R SFC 50~.2.3.
z. EXISTING ACCESS FRoM 28TH STREET. SHOWN ON .ms PLAN t; TI-E NORTHWEST
CORNER OF TI-E PROPERTY IS CURRENTLY TH!; OM-.Y ACCESS TO TI-E PROPERTY.
ONCE THE ACCESS ro COMMERCIAL STREET HAS Bf:EN CONSTRUCTED. TI-fE 28TH
STREET ACCESS WlL REMAIN AS AN EMERGENCY ACCESS OM. Y.
THiS ACCESS PASSES THROUGH TAX LOTS /700 AND 2001 lI'HJCH ARE OWNED BY
THE SAME OWNfR OF r.<:.x LOT 500. SO NO EASEMENT IS NEEDW.
SEE 51.IEET Cl FOR 28TH ST. AC.Ca>S DHAl.S.
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NUMB~R
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DEe 11 2008
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~RJf PIPES E 'PVC WITf-i A O.OO4'!FT Sr..0PE. '
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PIPES TO BE REINFORCED W/-fE 00 .
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FOUND M,OMJMENT
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WATER VALVE'
FIRE HYDRANT
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EXISTING WASTEWA TER SEWER
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PROPOSED STORMWA TER SEWER
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EROSION CONTROL CONSTRUCTION NOTES:
I. PRIoR TO ANY GR(IUILl DlSJWBAM:!'ON MSlTECN:f<fSPECTlONII'ITHLOAPSTArrIS
REornED. NOT RELEVE T/-E PERMIT HOLDfR AU) OR HE CONTRACTOR FROM ALL
OTtER PER"'TTHi RECAXlEMENTS, PRJ()R TO PEGNJIIG CONSffiUCT/IJN ACTMTES, ALL
OTtER /'ECESSARY APPROVALS Sf/ALL BE OOTAIED.
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oIEASl.RrnfiHALL/lf~ASICEDfDFOOllEXPECTfl)STOR/tf.CVENrSAM)TOENSiRf
THAT 'SEDMENT AIK:! SEDMENT'lADEN w~rrn OOfS NOT lEAVE fIE SITE.
3. in: Ifl.DENTATM:JN (E TIE E&1' AM) M C(WSTRtX'1D( 'W't'TENMO: REJ'lACOENT. AM)
/PGRAlJH'j(E TIE fIIQSI)N MDSEIJl,VJT CCWTRit. .lEASlMSIS TJE RESPONSEIf.ITY CE TIE
PERIofT HQDfJl All) OR TI-E CONTRACTOR ltm. ALl CONSTRUCTIOO IS CQI.fl.ETEr> AM)
ACCEPTEr> AU) VEGETATION IlAJl)SCM'NG;'8 [STABlISlf:1)_
4. nE ~ARCS OF TIE aEARN; uns fH)Jn( OV T1fS fUN 9fAtL /If QEARtY FLAGGED n
TIE FaD BY TJEENGfoEERf'Rlat TOCDNSTFWCDJN. fM'-N:; TIE CCWSTRtrTtWPfRIJD. NO
OISTt.I'l!iMU SErc.w rrE FLAGGED Q.EAPN> lllT8 SHALL BE PERMT1ED. TIE FLA~ 9W.l
BE MANTAfoED BY TIE PERJofT HQDe1 AW OR TIE CONTRACTCR FOR TIE D<J?ATIDN (F
CONSTRUCTION.
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~ WE ~ AM).!:'EDNDiT CCWRlX ,I.CA$tflfS C#I ACT1\IE SIrES SHALL Sf rlSPECTUI MD'
I.fAIITAIC1JDALY.AJI)W/TlfiTIE24f/1J.1?SAFTERANYSrOOAln'f1'/TDFG<lEATERTHAN~
noES CE_RANP(R 24 /O}I PWXIO. AEA$lIl(S.')JALL BfN3PfCTfDSY TfE Pf1/Jrf I<<DfR
AI/) OR TIE CONTRACTOR AFTER EACH RAN'AU AW AT LEAST DALY Dl..flN> PROLONGED
RArFALL ANY REQ/I/lTJ REPARS 00 ADJJST~S SHAU fIf MADf MEDIATElY. TIE EJIOSXJN
AM) SEDIENT CONrRCl IE"ASLfl(S alli4CTM SITES SH4LL BE IISPfCTrD A WAUl OF IN:E
EVERY IlI'O (2J WfEJ'(S OR WIT/-iN 48 HOtflS FCUOWIIIG A STORM EVENT.
6. ALLEf/OSOiAlDSEDllEJ/TWlTRClLAEAS'lRtSSf/!\LLfJEPROrfCTEOFROUOAM.llGEATAU
TIES. CONT1lOL~SU?FSSHALLROiAIo'nPlACEIIITlPERJUJDlIR[-v(GETAJXWllASfJEEJI
STAOCIZEO.ANYAEASlIl[THAr/SDAK4GrnQ'lDl::S1J1Ol'ED9WL~RfPAIlID_al/IEPLACUI
lW>EOIAT[LY,
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FtSrTll'OOAIS"Oi.IiJ'I6TlClfHSE4SlJNfOCTCfe/ITON'RlJOJCR.'Fl'fNOAYSCJtRHj.TtE
DRY 5EASCW NAY I TO SEPTOfIfR JOJ SHALt BE AM3l4TElrSTABUZfD trfTH AN APPROYm
ESC A€t1W rsarws & KLOfi> IrfTH SJRAW; BARK, CC\lFOST. OR PlASTr COVERm ECTJ
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PROIfBfTEO.
9. W/EJi 1Rl.OlJ.tJ SAIlRATfD ~S FRCN TIE 9rE. mt€R II'ArER-1l:HT fROCKS SHALL BE IHD 00
LOAOS SNALL BE CflA1€O ON SITE' tNTI. 0fIff'WG HAS BffIlREDUCEf) TONOIrKJIlE tHAN OlE
GAllONffRIUIl.SEDlllfNTLADENIfMDlnLNIITBEAtLOWED,TOENrERTlESTalNIfATER
SYSTEM '
III EXTRACTED GRCUD '/fATER FROM EXCAVATfD TREM:l-ES SHALL BE 0JSPaSED CE II A S!lTAa.E
MAJIoCR rmW1.()AMAGE TO AOJ.ACENT PRCf'fJIry.-arrs srORl/ II'ATER SYST9('lfATER fFA11IlES.
AMJRElATEDNAMAL RfSOtIlCE5. AFf'ROVAL Of A OC'tA/ERNG SrsTEM DOCS NOT GlAA4NTEE
TflAT"llLlEET~ooee:AcaJ'rAa.EroRfHflAlLstTlJATIDNS.I>IaJR:ATa.rsTO
nEOCWAl1JIN;SYSTEMn.1. 8EREOI.JRE!)FCGII.f"l.loW:E~NO'BEA€T.ATNO IJEII'LL
SEGMENT LAOCN wArm BE ALLOWfD YO L[AVE THE CONSTRUCTION SITE.
, . ,
II. A SlffiY CE MMfRl4LS /lECESSAIlY TO lEfT CCIon_lAM.! AM} Af'LOENT T1E LDAP CJ? OTI-ER
'BEST IlANAGEJENT EROSI(:tI PRACTICES IHJER AlL rfATKJ/ CO'Qm\5' SHALL Be 1MN1MC/);l7
ALL TL\E:S ON TI-E CONSTRUCTION SITE.
12. NO HAlAROCtIS steSTAN::ES. SIJGI AS PANTS. TIMflIs' fIRS AW 01lEll C1EMCAl.S &/ALL BE
RElEASEDOOTOT1ESlJr.ADJACENTPfl(ffRTEs.~N1OrATfRFEATlf!ES. liE arrsSTau/
WA Tm SYSTEM OR REtA TED NA TUlAL RES~CES.
'. .'
11M fSCFACUTES SHAt1. 8ENJPECTfDDAlYS1 /JE CONrRACTai AM:l MAIIT>>€V roENSl.llE
CQNTMB) fflOPER FlIK:TaM. ",,"TEN.REcmJS~ fJE moT OF MDltY REVEIt'S CE T1E
ESC FAClJ1ES MNG M IrET SEASON IOCTOOEli I TO APRL 301 AW OF UCWTH.Y REI'OS
DLI'mG TIE DRY SEASON (MAY! TO SEPTEMBER 30).
EROSION CONTROL NARRA rIVE:,
PROP08rn CONSTRUCTION ACTIVITY
TfE PRO./f:CT ADDRESSED BY THIS EROSION AND SEDIMENT CONTROL PLAN CONSISTS
OF CONSTRUCTION OF 9 NEW BUILDINGS. P,\'>'ING FOR ACCESS AND PARKING. STORM
FACILITIES. SANITARY SEWER. AND ALL UTL.mES TO SERVE THE SITE.
T/-I/S CONSTRUCTION IS SCHEDlA.ED TO eEG:/II SPRING 2007
2.. BITE TABtA.ATION9
- TOTAL PRO./f:CT SIrE AREA . 5.0 Ocru
- TOTAL SITE DISTURBANCE AREA. </.4 acre,
3. ExCAVATION AM> Fl.L
ROUGH GRADWG WA...L BE NECESSARY TO AfhfEVE PROPOSED GRADES. ANY StATABLE
EXCAVATION MATERJAL WILL BE USED AS Fl.L '" LOW AREAS. A SEPEI'IATE LPAP
PERMIT IS REOl.6RED FOR ANY LOT ~AD~; IN EXCESS OF 50 CUBIC YARDS.
<4. 90IL TYl'E"B
HE ses SOl. stRVEY FOR LANE COlAVTY UlICATfD TIESE SOl. TYPr;S AT T1-E PROXCT SITE.
TYPE 6 - AWBRIG-URBAN LAND COMPt.EX
WA TER EROSION - SLIGHT
P~MIABIL/TY - VERY SlOW
TyPE 32 - COBURG-URBAN LAND COIoiPLEX
, WA TER EROSION - SLIGHT
PERM/ABILITY - MODERATELY SlOW
". MANTENAM:E CF EROSION CONTROL AtOAS't.fiEB
THE EROSION CONTROL MEASURES DEbCRIBED ON THIS PLAN ARE MINIMUM
REDUlREMENTS FOR ANTICIPA TED SITE CONDITIONS. DURING THE CONSTRUCTlOfII
PERlOD, .TI-lESE MEAStA'lES SHALL BE UPGRADED AS NEEDED TO /J ENSURE THAT
SEf>>MENTPOES NOT LEAVE TI-E SITE. AM) 2J ENSURE EX1STNG VEGETATION ON SlTf:
SHALL BE PRESERVED UNTL ALL GR4()gl,1G IS COMPLETE. THE WSTALLED MEASURES
SHALL _BE INSPECTED DAILY BY THE CONTRACTOR AND MAINTAINED. ENHANCED
ANDIOR UPGRADED AS NECESSARY TO ENSURE THEIR CONTINUED FUNCTIONING.
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DATE A~RIL 12, 2007
SCALE A5 NOTED
DRA.WN ARS
.Y
IOeSIGNER ARS
I CHECKED ML.
, 6Y
I PROJECT ~-299A
NUMBER
10 ALL SAWCUT SLURRY SHALL BE VACLU.lEt<,
PRE-SUBMITI ~~
DEe 1 ] 'WQ!, SHEEr(S)
00
I
NOTE
EXlHA STlfENGTH FILTER FABRIC
NEEDil) WITHOUT WIRE MESH SUPPORT
.fS>m OR''''''''' pas,
J6~ (1m) HIGH,MAX.
PONDING HEICH~ ' :.
FWY
-
'.
lJMR5/ON R![}(;E REOuJRilJ
WHERE GRADE [XCEE,JS 2X 2 X OR r;Rt:ATER
~AY ~~.
SECTION A - A.
MY
PR(JlllnF fI'I~ J(' 7#~<;;1tiN. ,
T ""'P SmAW ""-ES .""
WASH ~ . / 4 MtL tJlACK II!SOUEEN. ,
;.;.;.;.;.;.;.;. ;NN'"
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. . ~lli,,;~1 ~
\PROIl!lJE E> <;;117#W ~
, TO U4K~ :"fJVAH/;'
CONTAlNMVIT AR~,
I
1
'[MIN..
(3.6m) .
,J.
ANCHOR lIfSOUEEN
~WlTHSOH.8ili'M..
50' (15m) MIN.
PLAN
NOlES: ..
I. THE ENTRANCE SHAll BE MAlNTAlNE:O IN A CONOIllON 77-lAT WIll PRE\;VlT
TRACKlNG OR FlOWfNC Dr SEOfMENT ONTO PUBLIC RICHT-Dr-WAYS, THfSA<<Y
1&or:tJ. 'f!!>>fff9S1NC. ('EPA/R AHD/Of{ CLEANOUT or ANY .AlD~~ USED'
2. Wf'ICN NECESSARY" WHEflS 5HAu BE
ClEANElJ PRIOR TO ENTRANCE ONTO PUBLIC
RIGHT-Dr-WAy. .
3. WHEN WASHING IS Rf"O{j/REO, IT SHAll BE
ClONE ON AN ARt:4 STABlIZE:O WflH .CRUSHE:O
SlVNE THAT DRAINS, INTO AN APPROVCO
SEDIMENT TRAP. OR SfD/MENT BASIN.
TEMPORARY
GRAVEL
CONSTRUCTION "
ENTRANCE/EXIT
CONCRETE
WASH AREA
fffJTm c;r-AIF
CH'JT m <:;rJ../F
\~
l~' j
$/~
CRAJ.of"L
BACKFIll
t.. sPillWAY" t
Sf7il<IW 8AJ.ES TlCHTlY
STACKE:D OR- OFTSET
CORNERS AS SHOWN
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, 9~ UAX.
f225mm)
'stoRAGE HT.
POND/NG HEICHT
FWY
rM1i{#;,[.1wOm;&K
,,'
8- (200mm)
II
VIEW LOOKING
~
UPSTREAM
G"''''
BACKFIll
_ .y ~NDlNG HE~T _.
II
II
'11
II
/STRAW
{ _ BAlES
(POND/NC HDCHT
.-\ ~ . n ;' 'l ~ "" lHE OISTANCE: ~~"'T POINTS c'l
n AND POINTS 0' A/?E or EOtJ.'lL ELEVATlON. n
II POINT 'C' POINT o~ ~
___ n\ .11 l/~';=l
. '. -U..... ) I OISSIPATE"R
," ~
LOfBro STRAW BALE 4~ (IOVmm)
II - AlINlMUM INTO SOIL II
V SECTION A A
SPACLNG BETWEEN CHECK DAMS
..........
o,<<op
INLET
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.'2"NIN ,.' lr),lIN.~
(JOOmmj _" (JOOmm) gg
I - -\'. 'll'X6- ;'00 'x T5Omm)
. fflENCH WITH COMPACrw
BApKFlLL
'lRENca DIT.&IL INS'1'.lLt.4nON 1IlTHOUT
NOTES:
,. SILT ITNCE SHALL BE PlACE:D ON SLOPE
CONTOURS TO AlAXfAlIZF: PONOINC EFFlCJENC'Y.
2. INSPE:CT AND REPAIR FENCE: AFm? EACH
STORN EVENT AND R9fO~ SilJIA/ENT WHEN
'!!i'i&s:flod;;Mk~mtAffffJ.MuM
J. I?D.IO~O SE:{)IA/ENT SHAll BE: OE:POSIlUJ
TO AN AR&l .lHAT Mil NOT CONTRIBUTE'
. SmNENT orr-SlTE" AND CAN BE PER.uANENnr
STABlUZE:O.
LDlBEO STRAW BAlE
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PRE-SUBMITTAL REC'[ , ::::,
DEe 1 1 2008
DRAWN
BY,
SECTION A-~
NOTE"S: .. .
I, OROP INLET SilJINENT BARRIERS ARE. TO BE
USE:O FOR SMAlL. N&4!fLY l..&fl. OfWNACE
A/?DtS (lEsS mAN 5X)
~of':Z ~WgR:dfog;~'t?8:rfs .
Wf1H ENDS TIGHTlY ABUTTING. CRAm {(ACKFlll
IfIILL PREVENT EROSION OR FlOW ARO/JN,) TlfE
~LES.
J, THE TOP or THE STli'IJC7lJRE fPONOINC
HEIGHT) ),lUST BE MU BElOW mE CROUND
aEVAfKJN DOWNSLOPE TO PRE\IVff f?fJM'Jff
F1?OM BYPASSING lHE INll7. D'CWA1l'OI1i Dr
A BASIN AlJ,lACENT TO TlfE DROP INLET OR
. A TEMPORARY DIKE ON TlfE DOWNSLOPE OF
THE STRUCWRE .u4Y BE NECESSARY.
STRAW BALE/GRAVEL
DROP INLET
SEDIMENT BARRIER
NOT TO SCALE
/." .
f//;/t'J,tfJ:l'Jgt!ACINq WflH
~,"V~v., /' 6. (r,8m) AlAXIAIUM SPACING WlTlfOUT
~. WfRE SuPPORT FENCE .
SILT FENCE
NOTES:
I. DlSEO BALES -/" ('OOmm) INTO THE SOIL AliO ;KEY
B-4lES INTO THE CHANNEL BANKS_
2. POINT :.' AlUsr BE HIGHER THAN POINT'S:
(SPILLWAY HE7CHT) ,..
3. PLACE BAlES PERPENDICUlAR TO THE,FlOW WlTl-l
ENDS TIGHTlY ABUTTlNG. . .
'll. SPILLWAY HEIGHT SHALL NOT O'crro 24" (O.6m)
5. INSPECT AFTER &lCH SIGNIFICANT STORM, MAINTAIN
AND REPAIR P/?OAIPTl Y.
STRAW BALE
,CHECK DAM
CH'JTm c;r.A~
NnT m c;rA/f.
DESIGNER
CHECKfD
BY
PROJECT
NUMBER
SHEH NO,
0'
"
"
MARCH 29, 2007
AS NOTm
ARS
ARS
JAe
05-299A
EC2
2
SHEET(S) .