HomeMy WebLinkAboutApplication APPLICANT 7/27/2006
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City of Springfield
Development Services Department
225 Fifth Street
Springfield, OR 97477
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Site Plan Application or Major Modification, Type II
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Applicant's Rep.: \<<>'\ L. /'(,...., 'Ye.
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Company: 'Vc...c..<...Jc.<;(- e"~(~"~/'1. LLL
Address: 11'>,0 "'.-^"- II...... <;.e ~(lo_.... oR. '17')Z'L .
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Address: I -Z03, ^,W ~_...... . (~rvcJll~ 97;) 0
Type II Site Plan Review: .
Applicant Name:
Company:
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ASSESSOR'S MAP NO: I, C7:, (~ 31 TAX LOT NO(s): I<)c,o 3 Il..w
Property Address: 3:53n' .)j~a..u ~.+ I
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Size of Property: <..-~ ::; Acres ~ quare ee
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Description of ,.,... -""""r J
o~ fCl.9tJt-r.-c.t, ~tr~., . ,
Proposal: 0
# of Lots/Parcels: Avg. Lot/Parcel Size: sf Density: du/acre
New Impervious Surface coverage:' CJ sf Bldg. Gross FloorArea: sf
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Zoning:
Applicable Refinement Plan:
Location: City Limits 0
Associated Applications: '
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Pre-Submittal (\
CaseNo.: ' 'VK _ ''2...oDh- ()\JO Date:'
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Case No.: b>RC.~....- ffb{,7_ Date:
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Allplication Fee:, :,Cf(,t:I
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Overlay District:
Plan Designation:
Urban Growth Boundary 0
P()stage Fee:
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Reviewed by:
(initials)
Reviewed by:
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Total Fee:
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Steps in the Process:
1. Th'e Applicant Submits a Pre-Submittal Meeting Application
The Pre-Submittal Application is mandatory. Please refer to the Springfield Fee Schedule
for the Pre-Submittal Application fee. The submittal package must conform to the
application completeness checklist attached to this form. You are required to submit 7
copies of the submittal requirements packet for pre-submittal review. Pre-submittal
meetings will be conducted every Tuesday and Friday between 10:00 am and noon.. We
will strive to conduct the Pre-Submittal meeting within five to seven working days of
receiv'ing the application.
. 2. Applicant and the City conduct the Pre-Submittal Meeting
We strongly encourage you, the owner and design team to attend the Pre-Submittal
meeting. Th'e meeting will be held with representatives from Public Works Engineering
and Transportation, Community Services(Bullding), Fire Marshall's office, and the
Planning Division. The meeting will be scheduled for 30 to 60 minutes. The Planner will
provide you with a Pre-Submittal Checklist at the end of the meeting specifying the items
required to make the application compiete-if it isn't already ,complete. You will then have
180 days to make the application complete for submittal and acceptance by the City. '
3. Applicant Submits a Complete Application
When you have addressed all of the items on the Pre-Submittal Checklist, please submit
18 copies of the complete application to the City. A fee will be collected aHhat time and
the 120 day calendar review period will begin. When the Planner has prepared a draft
land use decision, the draft will be mailed/faxed to the applicant/owner/design team for
their review. At the applicant's request, the planner will schedule a meeting to review the,
draft with appropriate staff if certain issues need resolution before the final land use
decision is issued.
Owner's Signature
This application will be used for both the required Pre-Submittal Meeting and'subsequent
complete application submittal. Owner's signatures are required at both stages in the
application process. An application without the Owner's signature will f.lot be
accepted.
The undersigned acknowledges that the information' in this application is correct and accurate
for scheduling of the Pre-Submittal Meeting.
Owner:
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Signature }U ..e~...-J;2-e v-
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Print
Date:
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Date Received:*1J<706
Planner: AL
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Case Number: 'iJ1tJ..I~(,,- Date Submitted:
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I represent this application to be complete for submittal to the City. Consistent with the
completeness check peiformed 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:" ~~ ~~
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Date:
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Signature
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Print
Data Received.47/'J.<Jf}b
Planner: AL' -,
225 Fifth Street
Springfield, Oregon 97477
541-726-3759 Phone
Job/Journal Number
DRC2006-00062
DRC2006-00062
Payments:
Type Df Payment
Check
cReceintl
RECEIPT #:
Description
Postage Fee Type Il- $150
CTY Site Plan Review
Paid By
BILL CLARK
Ci~3f.Springfield Official Receipt
DcV':~j\jpment Services Department
Public Works Department'
3200600000000000408
Date: 07/27/2006 '
Item Total:
Check Number Authorization
Received By Batch Number Number How Received
tj
2680
In Person
Payment Total:
Date Receiveq:...J1D.!2006
Planner: Al r- 7
Page I of I
3:05:57PM
Amount Due
150,00
3,960,00
$4,l1U.UU
Amount Paid
$4,110.00 '
$4,IIU.UU
7/27/2006
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TO: (; ~ u~ ~Y1"0 ~ e-Q 1
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DATE:
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7/7-'7 lot.
'WE ARE SENTIING YOU: .~ AttachedlEnclosed 0 Under separate cover
VL"..: 0 US Mail ~ Hand Delivery' 0 UPS 0
THE FOLLOWING ITEMS:
o Shop Drawings 0 Prints
12( Plans
o Samples
Iti \2.e~ ,,; v-Q..l.- S; 01" vvu. '\i--J.Y
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o . Specifications
o Copy of Letter 0 Change Order
I~l REFERENCE TO: It! Project No. 0 S . U b 3
o Other
THESE ARE TRANSMITTED as checked below:
~ For approval
o For your use
o As requested
o For review and comment
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REMARKS: \"\e...si ~"j e.1M.J.U:,eJ., ~ ~\\~\'^-'j \"'0<< ]I Si.\.... 1'\0.'" R....,,;e...j
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PACWEST ENGINEERING, PC Date ~ecejved'
Planner: AL
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1530 Ninth Avenue 5E
Albany, OR 97322
(541) 926.7634
(541) 926.7539 Fax
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Department of Environmental Quality
LAND USE COMPATIBILITY STATEMENT (LUCS)
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WHAT IS A LUeS? The Land Use Compatibili,ty Statement is the process used by the DEQ to determine whether DEQ
permits and other approvals affecting land u~e are consistent with local government comprehensive plans. f
WHY IS A LUeS REQUIRED? Oregon law requires stille agency activities that impact land use be consistent with local
comprehensive plans. DEQ Oregon Administrative Rules (OAR) Chapter 340, Division 18 identifies agency activities or programs
that significantly-affect land use and must have a process for determining local plan consistency.
State of O",gon
Department of
Environmental
Quality
WHEN IS A LUCS REQUIRED? A LUeS is required for nearly all DEQ permits and certain approvals of plans or related
activities that affect land use. These permits and activities are listed on p. 2 of this form. A single LUeS can be used ifmore than
one DEQ permit/approval is being applied for concurrently.
A pennit modification requires a LUCS when any of the following applies':
I. Physical expansion on the property or proposed use of a~ditionalland;
2. A significant increase.in discharges to water;
3. A relocation of an outfall outside of the source property; or
4. Any physical change or change of operation of an air pollutant source that results in a net significant emission rate increase as
defined in OAR 340-200-0020.
A permit renewal requires a LUCS if one has not previously been submitted, or if any ofthe above modification factors apply.
HOW TO COMPLETE A LUCS:
Step Who Does' It
Appl icant
2 City or County
Planning Office
3 Applicant
What HaDnen"
Completes Section 1 of the LUeS and submits it to the appropriate city or county planning office.
Completes Section 2 of the LUeS by determining ifthe activity or use meets all local planning requirements, and
returns to the applicant the signed and dated LUeS form with findinl!s of fact for anv local reviews-or necessarv
nlanninfY annrovals.
Includes the completed Lues with findinl!s of fact with the DEQ permit or approval submittal application to the
DEQ.
WHERE TO GET HELP: For questions about the LUeS process, contact the DEQ staff responsible forproces.sing the permit/approval.
Headquarters and regional staff may be reached using DEQ's toll-free telephone number 1-800-452-40 II. For general questions, please contact
DEQ land use staff listed at: www.deo.state.oLus/nubs/nermithandhook/lucs.htm.
CULTURAL RESOURCES PROTECTION LAWS: Applicants involved in ground.disturbing activilies should be aware offederal and
state cultural resources protection laws. ORS 35R. 920 prohibits the excavation, injury, destruction, or alteration of an archeological site or
object, or removal of archeological objects from public and private lands without an archeological permit issued by the State Historic
Preservation Office. }6 use 470. Sectinn 106 National His/oric Preservation Act of/966 requires afedera(agency, prior to any
undertaking, to take i/ito account the effect o/the undertaking that is included on or eligible/or inclusion in th~ National Repi.'iter, For
further information, contact the State Historic Preservation Office at 503-378~4168, extension 2320
SECTION I - TO BE COMPLETED BY APPLICANT
A. Applicant Name: Gatewav Hosnitalitv LLC
Contact Name: Vern McDonald
Mailing Address: 2037 NW Lance W~V
City, State, Zip: Corvallis OR 97330
Telephone: 541-753-7627
Tax Account No.: 0188092.1350899.0980514
B. Project Name: Embassv Suites
Physical Address:Gatewav Str~et & GameFann Road East
City, State, Zip: Snrim:dield OR 97477
Tax Lut No.: 1500. 1600
Township: ill
Latitude: 44005' 07"
Range: 3 W
Section: 12
Longitude: _123002' 33"
@ For latitude/longitude, use the DEQ Location Finder at httv:l/deaJ2.dea.stale.or.us/u-'ehsile/findJoc.
C. Describe the type of business or facility and services or products provided:
Pronosed Hotel includinq 161 quest rooms and a restaurant
Date, Received: 7//17 ~tJ{
Planner: AL ! ~
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SECTION I - TO BE COMPLETED BY APPLICANT (Conlinued)
Applicant Name: Gatewav Hosnitalitv LLC
Project Name: gmbassv Suites
D. Check the type of DEQ pe<mil(s) or approval(s) being applied fo< al Ihis time.
o Air Notice of Construction
o Air Discharge Permit (excludes portable facility
permits)
D Title V Air Perniit
o Parking/Traffic Circulation Plan
o Air Indirect Source Permit
D Solid Waste Disposal Pennil
o Solid Waste Treatment Permit
o Solid Waste Compost Registration or Permit
o Solid Waste Letter Authorization Permit
o Solid Waste Material Recovery Facility Permit
o Solid Waste Transfer Station Permit
o Solid Waste Tire Storage Permit
D Pollution Control Bond Request
o Hazardous Waste Treatment, Storage, or Disposal Permit
D Clean Water State Revolving Fund Loan Request
o Wastewater/Sewer Construction.PlanlSpecifications (includes
review of plan changes that require use of new land)
D Water Quality NPDES Individual Pennit
D Water Quality WPCF Individual Permit (for onsite construction-
installation permits use DEQ 's Onsife rr Irs form)
[gJ Water Quality NPDES Stonnwater General Permit (f200-A. f200-
C. f200-CA. f200-COLS. and f200-Z)
o Water Quality Genera) Permit (all general permits, except 600,
700-PM. f700-A. and J 700-B when they are mabile)
o Water Quality 401 Certification for federal permit
E. This application is for: D permit renewal [gJ new permit D permit modification D other:
. ~.
SECTION 2 - TO BE COMPLETED BY CITY OR COUNTY PLANNING OFFICIAL
,-
Please Note: A LUCS approval cannot be accepted by DEQ until all local requirements have been met. Written findings of fact for all
local decisions addressed under Item C below are required. Written findings for an activity or use addressed by the acknowledged
comprehensive plan in accordance with OAR 660':031-0020 may simply reference the specific plan policies,:criteria, or standards that were
relied upon in rendering the decision and indicate why the decision is justified based on the plan policies, criteria, or standards.
A. The facility proposal is located: 0 inside city limits 0 inside UGB D outside UGB
B. Name of the city or county that has land use jurisdiction (the legal entity responsible for land use decisions for the subject property
or land use):
C. Does the activity or use comply with all applicable local land use requirement's (as required by OAR Chapter 660, Division 31)?
o YES, you must complete below or attach findings to support the affirmative compliance decision
i) Relevant specific plan policies, criteria, or standards:
ii) Provide the reasons for the decision:
D NO, you must complete below or attach findings for noncompliance, and identifY requirements the applicant must comply with
before LUCS compatibility can be determined.
i) Relevant specific plan policies, criteria, or standards:
ii) Provide the reasons for the decision:
D. Planning Official Signature:
Print Name:
Title:
Telephone No.:
Date:
E. If necessary, depending upon city/county agreement on jkrisdiction outside city limits hut within UGB:
Planning Official Signature:
Print Name:
Telephone No.: _
Title:
Date:
DatEI r~eceived:
Planner: AL
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I DESIGN T.PLUM SHEET 1 OF 1
EMBASSY I DRAWN
SUITES J. VAN AGTMAEL DWG 05-063.DWG
SITE MAP I CHECKED T.PLUM DATE
I APPROVED T.PLVM PROJECT 05-063
Date Received:~/ti''''t76
Planner: AL
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DI"lolon of Chlof Deputy Clo<k 200s-~71~~Q
Lane CoUnty Dood. aM Racorcltl
1\111\\ \\111\ \1\ II 1\1\"\1\\\1\\ \1\11\ \ \ 1\ I 11\ '$36 ,00 -
lIIi415462lleae m~46e030 139 09/29/2005 03: 32 : 59 PI\
R1'R-DEEO Cnt:l 5tn=6 CllSllIER 07
$15.00 $11.00 S10.00
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After recording return to:
Gateway Hospitality, LLC
P.O BOX 2678
ALBANY, OREGON 97321
Uo~1 a change is re~ested all tax statements
shall bO sent to ttu! fcllowio9 adcress:
Gateway Hospitality, LLC
P.O. BOX 2678
ALBANY, OREGON 97321
File No.; 7194-519398 (SMJ)
Date: September 27, 2005.
STATUTORY WARRANTY DEED
. .
Jansony Kim and Soora KIm, husbiind and wife, as tenants by the entirety, Grantor, conveys
and warrants to Gateway H05pitallty, LLC, an Oregon LImited LIability Compilny, Grantee, the
following described real property free of liens and encumbrances, except as specifically set forth herein:
. . .
See Legal Description attached hereto as Exhibit A and ~ this reference Incorporated herein.
This property Is free from liens and efl(1/mbrances, EXCEPT:
1. The 2005-2006 Taxes, a lien not yet payable.
2. ColleMnt:!;" conditions, restrictions and/or easements, if any, affecting title, which may appear in
the public record, including those shown on any re:orded plat or survey.
THIS INS1RUMENT WIll NOT ALLOW USE OF THE PROPERTY DESCRIBED IN THIS INSTRUMENT IN
VIOLATION OF APPllCABLE LAND USE LAWS AND REGULATIONS. BEFORE SIGNING OR ACCEPTING
THIS INSTRUMENT, THE PERSON ACQUIRING FEE TITLE TO THE PROPERTY SHouLD CHECK WITH THE
APPROPRIATE CITY OR COUI'/TY PLANNING DEPARTMENT. TO VERIPf APPROVED USES AND TO
DETERMINE ANY LlMITS ON LAWSUITS AGAINST FARMING OR FOREST PAACT1CES AS DEFINED IN
~~~ '
The true consideration for this conveyance is $2,755,000.00. (Here comply with requ;rem<Jlts cI ORS 93.030)
Dated this 1) t day Ofl ~". . 20Q,L:'
Page 10/ 3
After Recording Rc!llrn To
First American Title
PO Box 10146
Eugen.. OR 9744(J
Date Received:~/.JaI6
Planner: AL
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5/10/2006 1:35.
PAGE 003/004
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APN: 1I9llll514
Statlltllry Wan""", Deed
-continued
File No.: 119+519398 (SMJ]
Da:l!: rtO/27/20DS
~ .
Jonsony ,J:..-v
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Soora Kim
/~:...
,
STATE OF Oregon )
)ss,'
County of lane ) .
This Instrument was adnow!edged before ~e on this m day o~1-~' ,20~
. by Jonsony Kim and Soon Kim. "~,
. OFF1CIAl.SEAL /\.... \ dh -
SOIlDRA1UOHNSDN . 0'/
.' ; NOTARY PUBUC ,OREGON '. ....'
'../ COMMISSIOll NO. 371263 Notary, lie for o')9on 'r I
Ml'COIlllIISSIOfjEXPilEliAU6liS12!l,2lJG7 .' '7 "'mission ex res:' . 1..9 o-=r
Pall!;! 20f .3
Date Received'
Planner: AL
7/2-7/U06
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5/10/2006 1:30
PAUl:: 00'l/00'l
tax berver
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APN: 0980SlA
Statutory Wa.~nrt Deed
- continued
File No.: 7194-511>398 (SMJ)
oa..: 0907/1tJ05
...
EXHIBIT A
LEGAL DESOUPTION:
PARCEL I:
Beginning at tne Northwest comer of the William Stevens Donation Lllnd Claim No. 46, in Township 17
South, Range 3 West of the Willamette Meridian; thence North 890 40' 25" East 239.9 feet to ~ point on
. the Westerly right of way line of Gateway Street; thence along the arc: of a 682.75 foot radius curve right
(the chord of which bears South 290 49' 59" East 290.81 feet) 293.35 feet to the Northeast corner of a
certain tract; ttlence North 890 59' 55" West along the North line of said certain tract 150.0 feet to the
Northwest corner thereof; thence South lJ90 00' 25" East along the Westerly line thereof 190.01 feet to
the Southwest corner thereof and a Point on the Northerly right of way line of Beltline . 1-5 Interchange;
thence along said Northerly right of way line North SOo 49' 35" West 11 1.22 feet to a Point 100.0 feet
Northerly from, when measured at right angles, Engineer's center line station +45+14.19 E.e:; thence
along the arc of a 186.48 foot radius curve right (the chord of which bears North 680.;8' 15" West
134.84 feet) 137.96 feet to a point 100.0 feet Northeasterly from, when measured at right angles,
Engineer's center line station 443+02.25 S.L; thence North 470 36' 35" west along said right of way fine
38.39 feet to a point on the West line of said Stevens Donatlon Lllnd Oalm No. 46; thence North CO 04'
25" West along said West line 346.21 feet to the point of beginning, Springfield,Lllne County, Oregon. .
PARCEL II:
Beginning at the Northwest comer of the William stevens Donation Lllnd aalm No. 46, Township 17
South, Range 3 West of the Wiliamette Meridian; thence North 89D 40' 25" East 239.9 feet to a point on
the Westerly right of way line of Gateway Street; thence along said right of way line along the arc of
682.75 foot radius curve right (the chord of whICh bears South 290 49' 59" East 290.81 (eet) an arc
distance of 293.35 feet to the True Point of Beginning; thence North. 890 59' 55" West 150.0 feet; thence
South go 00' 2S" East 15:19 feet; thence South 89059' 55" East to the Westerly right of way line of
Gateway Street; thenc:eNortherly along said Westerly right of way line to the Truo Point of Beginning, in
Lane County, Oregon.
Page )cf,:)
Date Received: 7f/n / JI106
Planner: AL I '
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First American
LANE COUNTY TITLE UNIT
FAX (541)484-7321
TItle Officer: Ronald Denton
(541)484-2900
LOT BOOK SERVICE
Pac West Engineering
1530 Ninth Avenue SE
Albany,.OR 97322
Attn: Jamey Montoya
Phone No.: (541)926-7634' Fax No.: (541)926-7539
Emaii:
Re:
Fee: $200.00
We have searched our Tract Indices as to the following described property:
First American Title Insurance COmpany of Oregon
600 Country Club Road ' I
Eugene, OR 9740i
Phn - (541)484-2900
Fax - (541)484-73:21
Order No.: 7199-780716
. July 21, 2006
I
The land referred to in this report is described in Exhibit A attached hereto.
and as of July 12, 2006 at 8:00 a.m.
We find that the iast deed of record runs to
Gateway Hospitality, LLC, an Oregon Limited Liability Company
We also find the following apparent encumbrances within ten (10) years prior to the effective date
hereof:
10,155.95
10,155.95, plus interest and penaltie~, if any
I,
1.
Taxes for the year 2005-2006
Tax Amount
Unpaid Balance:
Code No.:
Map & Tax Lot No.:
Property ID No.:
$
$
00478
1703153301500
0188092
First American Title
I,
I
Date Rkceived:-1~79-t',?(
Planner: AL I
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Lot Book. Service
~.....-..
Guarantee No.: 7199-780716
l' Page2of4
2.
Taxes for the year 2005-2006
Tax Amount
Unpaid Balance:
Code No.:
Map & Tax Lot No.:
Property ID No.:
$
$
00478
1703153301500901
1350899
2,796.11
2,796.11, plus interest and penalties, if any.
3.
. Taxes for the year 2005-2006
Tax Amount
Unpaid Balance:
Code No.:
Map & Tax Lot No.:
Property ID No.:
$
$
00478
1703153301600 .
0980514
36,840.10
36,840.10, plus interest and penalties, if any.
4. The rights of the public in and to that portion of the premises herein described lying within the
limits of streets, roads and highways.
5. Transmission line easement, including the terms and provisions thereof, acqui~ed by the United
States of America by Judgment entered in the United States District Court for the District of
Oregon, Civil Case No. 61-145, as recorded May 26,1961, Reception No. 334i:1
,
6. Reiinquishment of Access as contained in Deed
Recorded: November 23, 1966
Recording No.: 67530
From: A. R. Cockerline; et'al
To: The State of Oregon, by and through its State Highway
Commission
7. Easement, including terms and provisions contained therein:
Recording Information: September 29, 1967, Reception No. 55
In Favor of: City of Eugene
For: Electric distribution line
8. Lease and the terms and conditions thereof:
Lessor: Puerta De Oro, Incorporated
Lessee: Humble Oil & Refining Company
As .disclosed by: Memorandum of Lease
Recorded: August 14, 1967
Recording No.: 94857
(Affects Parcei II) I
The present ownership of the leasehold created by said .iease and other matters affecting the
interest of the iessee are not shown herein.
9. Easement, including terms and provisions contained therein:
Recording Information: July 01, 1974, Reception No. 74-28195
In Favor of: Pacific Power & Light Company
For: Electric transmission and distribution
First American ntle
Date ~eceived:#J.oIJ6
Planner: AL
,"
lot Book Service
Guarantee No.: 7199.780716
, Page 3of4
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10. Broadband Easement/Right of Entry Agreement and the terms and conditions.thereof:
Between: Jonsony and Soora Kim
. .And: TCI Cablevision of Oregon, Inc.
Recording Information: September 27, 1996, Reception No. 96-65646
11. Deed of Trust and the terms and,conditions thereof..
Loan No.: 7102623
Grantor(Trustor: Gateway Hospitality, LLC
Grantee/BenefiCiary: Oregon Pacific Banking Company
Trustee: First American TItle Insurance Company
Amount: $2,205,000,00
Dated: September 29,2005
Recorded: September 30, 2005
Retording Information: 2005-077547
i'!
12. Assignment of ieases and/or rents for security purposes, including the terms ,l'nd conditions
Assignor:
Assignee:
Dated:
Recorded:
Recording Information:
Gateway Hospitality LLC
Oregon Pacific Banking Company
September 30, 2005
September 29, 2005
2005-077548
13. Financing Statement, indicating a Security Agreement
Debtor: Gateway Hospitality LLC
Secured Party: Oregon Pacific Banking Company
Recorded: October 18, 2005
Recording Information: 2005-082833
r
,
We have also searched our General Index for Judgments and State and Federal Liens against the
Grantee(s) named above and find:
NONE
.1,1
We aiso find the following paid taxes and city iiens:
THIS IS NOT a titie report since no examination has been made of the title to the above described
property. Our search for apparent encumbrances was limited to our Tract Indices, and therefore above
listings do not include additional matters which might have been disclosed by an examination of the
record title. We assume no liability in connection with this Lot Book Service and willi' not be responsible
for errors or omissions therein. The charge for this service will not include suppiemental reports,
rechecks or other services. I'
First American Title
Date Received'
Planner:! AL
.., /).7 / }O(/ {,
( I
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lot Book Service
Gua~antee No.: 7199-780716
f Page4of4
Exhibit "A"
Real property in the County of Lane, State of Oregon, described as follows:
PARCEL I:
r
Beginning at the Northwest corner of the William Stevens Donation Land Claim No. 46, in Township 17
South, Range 3 West of the Willamette Meridian; thence North 890 40' 25" East 239.9 feet to a point on
the Westerly right of way line of Gateway Street; thence along the arc of a 682.75 foot radius curve right
(the chord of which bears South 290 49' 59" East 290.81 feet) 293.35 feet to the Northeast corner of a
certain tract; thence North 890 59' 55" West along the North line of said certain tract 150.0 feet to the
Northwest corner thereof; thence South 090 00' 25" East along the Westerly line thereof 190.01 feet to
the Southwest corner thereof and a point on the Northerly right of way line of Belt line' - 1-5 Interchange;
thence along said Northerly right of way line North 800 49' 35" West 111.22 feet to a 'point 100.0 feet
Northerly from, when measured at right angles, Engineer's center line station 445+14':19 E.C.; thence
along the arc of a 186.48 foot radius curve right (the chord of which bears North 680 '48' 15" West
134.84 feet) 137.96 feet to a point 100.0 feet Northeasterly from, when measured at right.angles,
Engineer's center line station 443+02.25B.C.; thence North 470 36' 35" West along s~id right of way line
38.39 feet to a point on the West line of said Stevens Donation Land Claim No. 46; thence North 00 04'
25" West along said West line 346.21 feet to the point of beginning, Springfield, Lanei'County, Oregon.
JI
PARCEL II: I
I
Beginning at the Northwest corner of the William Stevens Donation Land Claim No. 46; Township 17
South, Range 3 West of the Willamette Meridian; thence North 890 40' 25" East 239.9.;feet to a point on
the Westerly right of way line of Gateway Street; thence along said right of way line along the arc of
682.75 foot radius curve right (the chord of which bears South 290 49' 59" East 290.81 feet) an arc
distance of 293.35 feet to the'True Point of Beginning; thence North 890 59' 55" West 150.0 feet; thence
South 90 00' 25" East 15.19 feet; thence South 890 59' 55" East to the Westerly right of way line of
Gateway Street; thence Northerly along said Westerly right of way line to the True Point of Beginning, in
Lane County, Oregon. I .
,.
Tax Parcel Number: 0188092, 1350899 and 0980514
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Rrst American ntle
Date, Received"
,
Planner:,: AL
7/n/JtJo6
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SECTION 02310 - LANDSCAPE GRADING
MAY U 8 LaUS
PART 1 GENERAL
P3cVVes~ =;:2::;ssr;r:;
1.1 SUMMARY
A. Contract Conditions: Work of this Section is bound by the Contra6t Conditions
and bound herewith, in addition to this Specification and accompanying
Drawings.
B. Related Sections:
1. Landscape: 02900
1. Soil preparation: Section 02910
2. Lawns and Grasses: Section 02920
C. Provide all work associated with grading, placing, leveling, and compacting topsoil.
1.2 SUBMITTALS
A. Submit for approval test reports on all materials to be furnished to the project.
1.3 SITE CONDITIONS
A Monuments:
1. Carefully maintain bench marks, monuments, and other reference points.
2. If disturbed or destroyed, replace as directed.
B. Utilities:
1. Protect active pipes encountered; notify Owner's Representajive.
2. Remove inactive utilities from within building lines.
3. Plug or cap where indicated or directed.
. C.
Dust Control: .
1. Protect persons and property from damage and discomfort caused by dust.
2. Water as necessary to quell dust.
.
D. Unstable Soil Conditions:
1. Where soil of inadequate density and bearing capacity is encountered and
must be removed to depths greater than those indicated or specified, such
excavating and additional filling required, if not result of Contractor's
negligence, will be paid for as an extra in accordance with contract conditions
relative to changes in the work.
E. Protection:
1. Use all means necessary to protect all materials of this Section before, during
and after installation and to protect all objects. including trees, designated to
remain.
2. In the event of damage, immediately make all repairs and replacements
necessary. and at no additional cost to the Owner.
Date ~eceived: 7/17/2011/
Planner. AL . --;;
. .
1.4' TEST
A. Owner reserves the right to take and analyze samples of materials for
. .
conformance at any time. Contractor shall furnish samples upon request.
PART 2 PRODUCTS
2.1 MATERIALS
A. Native Topsoil: Stock piled material, graded free of roots, rock larger than 3/4",
subsoil, debris, and large weeds. .
B. Imported Topsoil: Friable loam; free of subsoil, roots, grass, excessive amount
of weeds, stone, and foreign matter; acidity range (pH) of 5.5 to 7:5; containing a
minimum of 4 percent and maximum of 25 percent organic matter. Supply as
needed to complete landscape work.
C. Contact Herbicide:' Monsanto Co. "Roundup", or approved.
PART 3 EXECUTION
INSPECTION
A. Verify site conditions and note irregularities affecting work of this Section.
B. As part of the site grading in preparation for irrigation installation ~nd hydro-
seeding. Contractor shall dispose of debris off site in a legal mariner.
C. Beginning work of this Section means acceptance of existing conditions. '.
3.2 WEED AND DEBRIS REMOVAL
A. All ground areas to be seeded shall be cleaned of all weeds and debris prior to
any soil preparation or grading work. Rer1}ove from all planting areas: stone,
mortar, concrete, asphalt, rubbish, and any materials harmful to plant life.
B. Apply herbicide as necessary to assure weed eradication and control in all
seeded areas, in accordance with manufacturer's printed instructions. Do not
work on the areas sprayed for a minimum of seven days after spraying. No soil
sterilant of any kind shall be placed over existing tree roots to remain.
C. Dispose of weeds and debris off site in a legal manner.
3.3 SOIL PREPARATION
A. Eliminate uneven areas and low spots. Remove debris, roots. branches, stones,
in excess of 3/4" in size. Remove subsoil contaminated with petroleum products.
B. Conform to existing property lines and established grades.
I
Date Received:
Planner: AL
7 /;. 7/.l406
/ /
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C. The contractor is responsible for positive drainage of all work areas that retain
water. Notify Architect of any other negative. drainage condition. '
3.4 PLACING TOPSOIL
A. Place topsoil in seeded lawn areas to a depth as needed for finish grade.
B. Use. topsoil in relatively dry state. Place during dry weather. .
C. Fine grade topsoil elimination rough or low areas. Maintain levels, profiles, and
. .
contours of finish grade and slope away from building for positive.,drainage.
D. Remove stone, roots, grass, weeds, debris, and foreign materials while
spreading.
E. Manually spread topsoil around trees, fences and buildings to prevent damage.
F. Roll placed topsoil. .
G. Remove surplus subsoil and topsoil from site.
H. Leave stockpile area and site clean and raked, ready to receive seeding.
I. Clean area drains.
3.5 TOLERANCES
A. Top of Topsoil: Plus or minus one inch.
3.6 SCHEDULES
A. Compacted topsoil thickness at the following areas: . .
1. Use imported or existing topsoil to bring finish grades for lawri to within 1" of
walks~
END OF SECTION 02310
Date Received: 7/n /)/J06
Planner: AL I'
SECTION 02810 - UNDERGROUND SPRINKLER SYSTEM
"
PART 1 GENERAL
1.1 GENERAL
A. Contract Conditions: Work of this section is bound by the Contract Conditions
. and Divisions 1, bound herewith, in addition to this Specification and
accompanying Drawings.
B. Provide an operating underground, sprinkler system with automatic controls for
lawn and plants.
C. The system is to be contractor designed to provide full coverage oM all lawn
areas. It is anticipated that the Contractor will exercise professiorial judgment in .
selecting proper nozzle arcs, location, height, and slope of sprinkle'r heads to
obtain full coverage without measurably changing the system design. Should:the
Contractor elect to make major changes in the system design without proper
written approval of the Architect, the responsibility for full coverage and proper
operation in the area determined by the Architect to be effected rest solely with
the Contractor. '
D. Related Sections:
1. Landscape Grading: Section 02310
2. Lawns and Grasses: Section 02920
1.2 SUBMITTALS
A. Shop Drawings
1. Prepare complete layout drawings showing all lines, valves, sprinkler heads
. and points of control. .
2. Show points of connection to City supply, meter and box, protection devices
and location of control panel. '
3. Show all details of setting boxes, valves and sprinkler heads, thrust blocks.
4. Submit in accordance with Section 01300 for approval. .
B. Product Data
1. List of all materials and equipment to be incorporated in Work.
2. Submit in accordance with Section 01300 for approval.
C. The Contractor shall fumish to the Owner. as part of this Contract,!the following
items for operation and service:
. 1. Manufacturer's literature and service manuals for each type of component part
of the systems, bound in a 3-ring binder. i
2. ,Two (2) operating keys for each type of manual valve requiring ,such keys.
including quick coupler keys.
3. Record Drawings plans. as specified in article 1.6 of this section.
Date Received: ~/.;. ~ ~06
Planner: AL,
1.3 QUALITY ASSURANCE
A. Provide products of acceptable manufacturers that have been in s'atisfactory use
in similar service for three years. Use experienced installers. Deliver, handle,
and store materials in accordance with manufacturer's instructions.
,
'1.4 EXISTING CONDITIONS
A. If the Contractor should find existing field conditions in variance with the drawings
and specifications, he shall notify the Architect in writing prior to installation of the
irrigation system in that portion of the total work. . '
B. Locate utilities prior to proceeding with work and coordinate all w~rk with
Architect. At Contractor's expense, repair any damage incurred during irrigation
construction.
1.5 RECORD DRAWINGS
A. The Contractor shall maintain a current record of all pipe, wire and equipment
placement, and shall record any variations approved by the Architect. Upon
completion of the irrigation system and prior to release of the final payment, the
Contractor shall provide the Architect with a neat and legible "Redord Drawing"
drawing of the complete irrigation system. Any pipe not installed in accordance
with the drawing as originally contracted shall be dimensioned to €I permanent
structure sufficient for location after burial. Specifically locate all yalves and
drains and wire runs. . .
1.6 SYSTEM PROTECTION
A. As part of the warranty under this contract, the Contractor shallbE;l responsible
for the deactivating and draining of the system prior to the onset of the freezing
season and for reactivating the system at the onset of the spring growing season;
each event must be accomplished once during the one year warr?nty. In the
event the system is completed in a season when the system shall not be in use,
the Contractor shall winterize the system upon completion of testing and
,
approval by the Architect. Submit a letter to the Architect. certifying that the
system was winterized and drained and indicate the date such action was
accomplished. The Contractor will be liable for any damage resulting from failure
to comply.
1.7 SYSTEM FAMILIARIZATION
A. Upon acceptance of the system by the Architect, the Contractor shall provide the
necessary keys and/or other tools necessary to operate, drain, and activate the
system. The Contractor shall spend sufficient time with the Owner and provide
written instructions to insure that the system 'operation, maintenance, winterizing
can continue after the departure of the contractor.
..
B. Provide Owner with two sets of wrenches Jor removal/adjustment of each type of
sprinkler head. .
Date Received' 7/1271:M(){
Planner: AL I '
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C. Maintenance Manual: Submit manufacturer's operation and maintenance data
under provisions of Section 01700. Include record drawings, maQufacturer's
literature on system components fumished, operating instructions and parts list.
1.8 WARRANTY
A. The system shall be warranted for all labor and material for a peripd of one year
from the date of acceptance of the system. During the warranty period, the
Contractor will check, clean and adjust the sprinkler heads and otherwise insure
adequate operation of the system as directed by the one-year period.
B. The Contractor shall be responsible for watering and setting of Irrigation controls
on the automatic irrigation system; and any damages from over-w,atering or
under-watering.
C. The contractor shall determine together with the Owner, the permanent desired
setting for the automatic controller, and the watering schedule for.the landscape
work.
D. Any settling of backfilled trenches shall be repaired by the Contractor at his
expense.
E. If repairs or replacements to equipment are required due to theft,vandalism or
other overt act, the contractor shall make such repairs as required during the
period of warranty. Cost of such repairs/equipment shall be at a rate mutually
established between the Contractor and the Owner. Prior to undertaking any
such repair/replacement under the provisions of the paragraph, the Contractor
shall submit an estimated cost of repair/replacement for each event and, prior to
starting work, shall obtain a written directive to proceed from the 0wner.
1.9 EXTRA STOCK
A. At completion of project, fumish directly to Owner two each of the;.following:
Valve keys for operating all manual valves wrenches for each type head'
covering; keys for opening quick-coupling valves; hose swivels; quick couplers.
PART 2 PRODUCTS.
2.1 PIPE
A. PVC PIPE:
1. Irrigation lateral line shall be Class 200, virgin, high impact, polyvinyl chloride
pipe conforming to commercial standards ASTM 0 1785.
2. Irrigation mainline shall be Class 200, .rVC conforming to requirements of
ASTM 0 1785.
3. Lines under paved areas that are not sleeved shall be PVC schedule 40
conforming to standards of ASTM D 1785
4. Sleeving shall be Schedule 40 PVC conforming to requirements of ATSM
D 1785. Each sleeve shall have one strand of red. 18 gauge tracer wire
running through it and stubbed up 3 feet at each end. .
. Date Received:
Planner: All
7h7/:l#6
I
5. Fittings shall be solvent weld type except where swing joints, risers, etc.
require threading fittings. Fittings shall conform to strands A TSM D2466-65,
(Schedule 40) .
6. Pipe and fittings must me non-toxic, free form taste and odor, and self-
extinguishing, and conform to the following minimums:
a. Tensile strength 78 F: 6,000 psi.
b. Izod impact strength (notched): 15ft. Ib./in.
c. Modulus of elasticity: 300,000 psi.
d. Compressive strength: 8,500 psi.
e. Flexural strength: 10,500 psi. .
7. Pipe shall be marked with manufacturer's name, class of pipe and NSF seal.
Pipe walls shall me uniform and glossy.
8. Deliver pipe in a least twenty (20) foot lengths.
B. GALVANIZED PIPE I;
1. Galvanized nipples and fittings will be hot dipped galvanized iron or steel,
Schedule 40 conforming to standards ATSM A120-76.
2. Steel Pipe Fittings: Heavy pattem, banded, gqlvanized malleable iron,
threaded pipe fittings. .'.
3. Carefully clean pipe before installation. Ream ends of all threaded pipe out
full size. '
4. Threaded Steel Pipe Joints: Apply an approved Teflon base threaded
lubricant or Teflon tape to the male threads only. .
5. Welded Black Steel Pipe: Scale free, mild steel; standard weight schedule
. 40; conform to AWWA C202. I.
6. Field weld in accordance with the specifications of AWWA designation C 206.
2.2 VALVES
A. AUTOMATIC VALVES
1. Type and size as indicated on Drawing Legend, Rain Bird PEB Series. Toro
216 series, or approved; equipped with flow control adjusting, ~tem fitted for
key operation and shall be capable of manual operation.
2. Unless otherwise specified, the installation for automatic valves shall include
excavation and backfill, the furnishing and installing of valve boxes of 12"
standard rectangle plastic or better, fittings, valves, and removal and/or
restoration of existing improvements and all other work in accQrdance with the
plans,specitications, and construction details.
B. VALVE BOXES
1. Shall be Fog-tite #1 meter box or Ametek plastic irrigation valve box (12"
Jumbo boxes with locking lids only) or equal. Extensions as required.
C. MANUAL DRAIN VALVES
1. Shall be Gee #205,314", Buckner 80K. 3/4" or approved equal. Provide
operating key. Provide 2 cu. Ft. gravel sump at each valve. II
D. aUICK COUPLING VALVE (a.c.v.) .
1. a.c.v. for additional water source and air blowout ofthesystem shall be 1"
single lug all brass construction with standard cover. Provide two (2) keys and
hose swivels.
. Date Received: lJ.--7~d6
Planner: AL . 7
E. VALVE COVERS (MANUAL DRAIN VALVES)
1. Rain Bird with locking cover; or equal. Provide two valve 'operating keys and
two cover keys. "
2. 2" PVC (Class 200) sleeve to valve, length as required.
F. BALL VALVE
1. Brass construction. non-rising stem, Solid wedge. Size shown:.on Drawings.
2. P.O.C. ball valve. size indicated on Drawings, resilient seat gauge valve'with
2" operating nut. Supply operating nut wrench to Owner. .
2.3 SPRINKLER HEADS
A. SPRINKLER HEADS
1. Sprinkler heads and nozzles as specified on Drawings.
2. Unless otherwise specified, the installation of sprinkler heads shall include
excavation and backfill, the fumishing and installation, and testing of risers,
fittings, and sprinkler heads, and the removal and/or restoration of existing
improvements and all other work in accordance with ttie plans and
specifications.
3. Where finish grade and/or Turf has not been established, Own~r may require.
the Contractor to install rotary pop-up sprinklers 4" above grade. When finish
grade and the turf has been established, the Contractor shall lower all rotary
pop-up sprinklers to finish grade at no additional cost to the Owner.
4. All rotary pop-up sprinklers shall be installed on an adjustable riser assembly
. (double swing joint) assembled by the use of at least three (3) street ells as
indicated on the Construction Detail.
2.4 CONTROLLER
A. Automatic Controller .
1. Unless otherwise specified, the installation of the automatic co(1trollers shall.
include the fumishing and installing of concrete, sleeves, brackets, electrical
wo'rk, controllers, and all other work in accordance with the plans,
specifications, codes and construction details. :
2. Automatic controller shall. be set plumb and level at the location indicated on
the plans, or as directed by the Owner/Landscape Architect.
3. Automatic controllers shall be Rain Bird ESP-Lx+ Series Solid State, H4 day
programming and "water budget" variable from 10 percent to 200 percent on
all stations. Multi-valve capability, and controls for master valve.
B. . CONTROL WIRE
1. Control wire must be insulated copper designed for 24 volt or higher.
Minimum size of wire is AWG #14. Common wire shall be of th~ same size or
larger than control wire. Control wire shall be red. common wire white.
2. Control wire must be U.L. approved at Type U.F. underground feeder.
3. Electrical wire splices must be made water tight with either 3-M,Scott's Lock
Seal Tack, 3576-77-78 or Pen-Tite PVC Socket and Sealing Plug. Rain Bird
P-T 100 series;.or approved. '
Date Received: 7;/21 ~
Planner: ~L r
i
I
.".
4. All wire connections to automatic valves shall be made with a minimum of 36
inches of control wire coiled around a 1" diameter mandrill, on both station
wire and common wire, to accommodate service.
2.5 VACUUM BREAKER (Not part of this contract, previously installed in phase I.)
PART 3 EXECUTION
,I
3.1 INSTALLATION
A.. General:
1. The drawings indicate the general layout of the complete irrigation system,
arrangement of mains, laterals, valves, heads, controls. panel poards and
. other work.
B.
2. The irrigation layout inaicated on the drawings is diagrammatic and as such:
a. Locations of mains, laterals, and equipment locations are approximate.
Do not use to obtain lineal runs of wiring or pipe. Exact location of
heads, pipes may be governed by structural ccnditions: physical '!
interferences and by location of existing utilities.
b.. Locate and install equipment so as to be readily accessible for
maintenance and operation. ' .
c. The Contracting Officer reserves. the right to make minor changes in
location of heads, equipment or pipe prior to ccver, without incurring
additional ccst. . .
d. Field verification of dimension and layout required for actual locations,
distances and levels will be govemed by field conditions. Stake out
lines ccordinating with other underground utilities to aV?id conflict.
Depths of Minimum Cover
1. Main Lines: 24"
.2. PVC lateral Lines: 15"
C.
Conflicts with other Utilities
1. Underground lines shall have a minim.um horizontal clearancel'of 12" from
lines of other trades. This requirement does not apply to any other lines
crossing at angles from 45 to 90 degrees with each other. Maintain minimum
2" vertical clearance between lines that cross between these angles. No line
shall be installed parallel to and directly over another line. '
D.
Handling and Storage
1. Store.and protect materials in accordance with manufacturers.
recommendations. Prevent damage and foreign materials form entering
materials of this section. . '
E.
Inspection ,
1. Prior to commencing work ofthis section, carefully verify work, of other trades
and make certain that work is to the point to properly commenCe. Verify that
materials may be installed in accordance with manufacturers l
recommendations and the requirements of pr.oject.
Date Received: -; /'J.-7 120M
Planner: AL /I
,.
2. Locate all underground utilities prior to excavation, beginning vSork indicates
acceptance of conditions under which work is to be done. .
F. Protection and Repair
1. Protection materials of this section form damages of other trades.
2. If damaged immediately make repairs and replace necessary i\ems for
complete installation as required for approval by Contracting O\ficer.
3.2
EXCAVATION
A.
Excavation of Trenches . . I:
1. Excavation material required for construction of irrigation system facilities as
shown on Drawings. Bottom of excavations shall be free of loose earth, rocks
and other debris. Excavators carried to a depth lower than required shall be
refilled as necessary and thoroughly.compacted. No claim will be allowed for
extra work or materials required because of careless excavation.
B.
Backfilling
1. . Final backfill material shall not be placed in the trenches until installation and
testing of pipes has been performed as specified in the testing section and
app~oved by the Architect or owner. When notified to do so, the Contractor
shall backfill excavations by placing suitable material, free of sticks, trash and
large stones in successive layers of not more than 8" in depth and thoroughly
compacting to prevent settlement below grade. Backfill for plastic pipe shall
be done in accordance with the manufacturer's instructions. In backfilling the
plastic pipe line trenches, no rocks shall be placed in the fill. No backfilling of
plastic pipe shall be done if the temperature of the pipe exceeds 60 degrees F.
During hot weather, this may necessitate cooling the pipe or backfilling during
early moming hours.
- ,
C.
Excess Fill from Trenching
1. Remove excess and unusable excavated material, trash, and debris from site.
3.3
PIPE ASSEMBLY
A.
All connections, fittings and assemblages shall be in accordance w,ith.the
manufacturer's recommendations. . ..
B.
PVC Pipe and Fitting
1. Exercise care in handling, loading, unloading and storing to avoid damage.
The pipe and fittings shall be stored under cover, and shall be transported in
vehicle with a bed long enough to allow the length of pipe to lay flat. so as not
to be subject to undue bending or concentrated external load to' any point.
Any pipe that has been dented or damaged shall be discarded u.ntil such
damage has been cut out and the pipe is rejoined with coupling..
2. Solvent welded joints shall be given at least 15 minutes set-up lirne before
moving or handling. Pipe shall be partially center loaded to pretent arching
and slipping.
.3. Thread joints shall not be solvent cemented, but wrapped with 3 wraps of
Teflon tape.
Date Received:*/fi?"b
Planner: AL
,
4. Provide a leak resistant joint. with freedom of movement at swjng and swivel
joints at risers to irrigation heads. '
5. Before pressure testing, solubie weld joints shall be given at least 24 hours
curing time, . I'
6. No PVC pipe may be threaded or connected to a threaded fitting without an
adapter. ,
7. Great care must be taken to ensure that the inside of the pipe)s absolutely
Clean. Pipe ends not being worked on shall be protected and not left open.
C. Sprinkler Heads
1. Provide swing joints connections to all sprinklers.
2. Shrub heads 10" from building, lawn heads 6' form edges, all heads to be
pop-ups set flush to ground. . ,
;,
D. Valve Boxes
1. Set valve box centered on valve, flush with finish grade.
3.4 CONTROLLER (Previously installed in phase I, not required to install. Only to
. . hookup wires from this installation and program:) .
A. Automatic Controlier
,
'1. The electric controller shall be mounted at location noted on the drawings
and/or as directed by the Architect. Control wire splices shall be soldered;
coated with electrical coating. wrapped with suitable plastic tape, [and coated with
an outer layer of electrical coating. Where both wires are being spliced, the
splice shall be staggered. An expansion curl (16 inches minimum) shall be
provided within three feet cif each wire connection to a solenoid, ~nd at least
every 100 feet of wire length. Post a schedule or diagram in the controller to
facilitate the selection of valves to be operated. Above ground tpnduit will be
galvanized rigid steel, electrical type. Underground conduit will be Schedule 40
PVC electrical type. :!
2. Conduit for valve control wires from controller shall be stubbed into the
nearest landscape area at 18" below grade.
3. 115 volt AC, 60 Hz electrical service to controller by others. ,
B, Control Wires
1. Control wires are to be taped together at not over 10 foot intervals; then this
bundle is to be taped to the bottom of the supply line at 10 foot intervals with
three wraps minimum of electrical tape. As part of this contract 11 control wires'
will be extended from Bid Package #6 to controller and wire into controller.
2. Splices will be permitted only at the valves and never between valve and
controller. There must be a separate lead or hot wire to each automatic valve. 1
"
common wire will be acceptable. .
3. Lay one 18 gauge blue tracer wire 'above all main lines:
Date Received;~baot
Planner: AL: .
~, ~
3.5 AUTOMATIC VALVE
A Before installation of automatic valve, the supply. line must be thoroughly flushed.
Install per detail and manufacturer's recommendation. Install 1 c.f. of 3/8" round
washed gravel as bedding, under each control vaive, inside and under valve
boxes.
3.6 TESTING AND ADJUSTMENT
,
A
Following installation of rigid PVC piping, the Contractor shall backfill the trench
sufficiently to ensure stability of the pipe line, leaving the joints exposed. Plastic
pipe joints shall be allowed to set at least 24 hours before testing with air
temperature in excess of 40 degrees F. Should the temperature drop below 40
degrees F, the curing time shall be extended to 36 hours before testing. The line
shall then be thoroughly flushed and be subjected to 90 psi minimym water
pressure, and all joints checked for leaks. Maximum psi loss in a 15-minute test
shall be 5.psi. Any leakage should be corrected and the test repeated until the
system is airtight. .
. .
B. Leaking joints in plastic pipe lines shall be cut out and new sleeves or fittings arid
a section of pipe shall be inserted. Connections shall be made to the satisfaction
of the Architect. Heat welding will not be permitted to seal leaks'. .
C. To be valid, all testing must be witnessed by the Architect. The COntractor must
give 24 hours notice to the ArchiteCt prior to the anticipated date of inspection.
D. Sprinkler heads shall be adjusted for proper radius and arc at the time of
installation.
3.7 CLEAN-UP
A. Upon completion of work of this section, clean entire work area, remove all debris
created by work'of this section, removing from site all such items. '
END OF SECTION 02810
,
.
Date Received: '1~~/;J.POi
Planner: AL ;'
SECTION 02900 . LANDSCAPE WORK
i'
,
PART 1 GENERAL
1.1 SUMMARY
A. Contract Conditions: Work of this Section is bound by the Contract Conditions
and Division 1, bound herewith, in addition to the Specification and
accompanying Drawings.
B. Provide topsoil and seeded lawns.
C. Provide related materials such as soil amendments and mulch.
1.2 QUALITY ASSURANCE
A. . Provide products of acceptable manufacturers that have been in satisfactory use
in similar service for three years. Use experienced installers, min(mum of two_
years experience in preparation and planting on projects of equal or larger scale.
Deliver, handle, and store materials in accordance with manufacturer's
instructions. . ,
PART 2 PRODUCTS
2.1 MATERIALS
A. Topsoil:. ,
1. Topsoil for landscaping shall be imported and placed to depths specified.
Topsoil shall be approved prior to bringing on site. , .
2. Provide new topsoil which is fertile, friable, natural loam, surfa.ce soil,
reasonably free of subsoil, clay lumps, brush, weeds and other litter, and free .or
roots, stumps, stones larger than 2" in anyone dimension, and ot~er extraneous
or toxic matters harmful to plant growth. . . :
3. Supply all topsoil free of horsetail, rush, blackberry, morning glpry, Johnson
grass, and other noxious weeds.
C. Lawns: .
1. Seed: New crop seed mixture, JB Instant Signature Lawn or approved. .
Apply at rate of 8 Ibs: Per 1,000 square feet.
D. Soil amendments:
1. Lime: Natural dolomite limestone, suitable for horticultural use in lawn area
preparation.
2. Complete Fertilizers:
a. Approved brands meeting requirements of applicable State fertilizer
laws. .
b. Uniform in composition, draw, and free flowing. "
c. Deliver to project site in original unopened containers, each meeting
manufacturer's guaranteed analysis.
1) Slow release formula: 15-4-4 by "Webfoot", or approved.
2) Commercial Fertilizer: 16-4-8, or approved, with' some of the
nitrogen in slow release form. For lawn areas.
...
Date Rec~ived: 7/n/.J.dtJ6
Planner: AL ./ .
3. Gypsum: Granular (calcium sulfate) as manufactured by Webfoot Fertilizer
Co. or approved.' "
E. Weed KjlJer
1. Before planting lawns or plants, Round-up or approved.
PART 3 EXECUTION
3.1 INSTALLATION
. A. Install materials in accordance with approved submittals. Install landscape work
in proper relation with adjacent construction. Coordinate with work of other
sections. Apply all chemicals in strict accordance with manufacturer's
recommendations.
B. Prepare topsoil by mixing fertilizer with loam. Apply fertilizer at a iate of 15 Ibs.
of 16-4-8 and 30 Ibs. of lime per 1,000 square feet of lawn area.
. . -j
'. C.. Immediately before seeding, rake and drag to remove stones, clods, sticks and
other foreign material larger than 0/.." in largest dimension from toP'. 1 " of soil;'"
establish. smooth, fine textured seed bed.. Spray for weeds as directed.
END OF SECTION 02900
I.
Date Received: -? /,. 7 ~tJ{
Planner: AL" ~ .
SECTION 02920 . LAWNS AND GRASSES
PART 1 GENERAL
1.1 SUMMARY
I
A. Contract Conditions: Work of this Section is bond by the Contract Conditions
and Division 1, bound herewith, in addition to this Specification arid
accompanying Drawings. '-
B. Provides for application of lawn seed by hydro-seeding.
t. ,
C. Coordinate work with installation of other site work including irrigation.
D. Related Sections:
1. Landscape Grading: Section 02310
2. Soil Preparation: Section 02910
1.2 SUBMITTALS
. ..,
A. Submit Dealer certified statements of analysis for Oregon Certifie~ Seed.
B. Deliver the seed tags to Owner's Representative.
C. Submifgrass seed mixes to Owner's Representative for approval prior to .
purchase. .
1.3 SCHEDULING
Install grass seed prior to date of Substantial Completion for theF)roject.' Time
installation to allow for complete and operational irrigation system',prior to seed.
1.4 PROTECTION'
A. Provide adequate measures to protect workers and passers-by-the-site. Execute
all work in an orderly and careful manner with due consideration for any and all
surrounding areas, plantings or structures that are to remain. Protect all adjacent
property and improvements form'work damage, and replace any portions
damaged. .
PART 2 MATERIALS
2.1 MANUFACTURER'S GRASS SEED
A. All lawn areas to be seeded shall be seeded with a mix of grass seed containing
1/3.Manhattan, 1/3 Perennial Ryegrass. 1/3 Rodeo II Perennial Ryegrass, and
113 Blackhawk Perennial ryegrass; or approved. '
,
B. Acceptabie Seed Brands: J.B. Instant Lawn Signature, Bailey, Synmark, Pro-
Time, Pickseed, Champion, or approved.
Date Received:.2b ~{}6
Planner: At:: I .
/j
PART 3 EXECUTION
3.1 EXAMINATION
A Verification of Conditions:
1. Verify site conditions that will not adversely affect execution.
.2. Verify that soil preparation has been completed and irrigation system has been
installed.
3.3 HAND SEEDING
A Apply seed at a rate of 8 pounds per 1,000 square feet.
B. Establish raked seed-bed and obtain aooroval prior to seeding.
C. Hand seeding is limited to areas' smaller than 100 square feet and, areas with
limited access for other seeding equipment.
D. Seed bed preparation is the same as for brillion seeding.
E. Hand seed at a rate of 8 pounds per 1000 square feet, broadcast in 2 directions
perpendicular to each other.
3.6 ESTABLISHMENT
..
J
A Water as often as necessary to keep surface moist until establishe.d.
3.7 MAINTENANCE
A Maintain lawn including mowing, fertilizing, watering, and continue,uniil final
project acceptance. '
B. Water as often as necessary to keep surface area moist. Provide temporary
sprinkler system if required to keep seeded areas in optimum health until final
acceptance. . .
C. Reseed unacceptable areas. .
3.8 MOWING OF FINISHED LAWN AREAS
A Once growth has reached 2-1/2", mow and cut no more than 1/3 total height of
grass and remove all clippings. Maintain until accepted, minimum'(2) mowings,
but not less than 30 days after first cutting. Notify Landscape Architect 24 hours
prior to first cutting.
3.9 ACCEPTANCE
A. Acceptance will be based on growth of a uniform color and dense 'stand of grass,
with no bare spots. '
3.10 CLEAN~UP
Date ReceiV~d: i2 ~~t16
Planner: AL'
.'
" .
A. Limit seeding to required area.
3.11 PROTECTION
A.' Install as needed, temporary barricade of agricultural metal stakes and light-duty
plastic mesh fencing maximum 4" square and minimum 42" high to separate
seeded areas from foot and vehicular traffic. Remove barricade after grass has .
been established 'and accepted. ..
END OF SECTION 02920
DatE!l Received:; ~/2-7 bpt
Planner: AL : . 'j'
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Type:
Job:
Catalog number:
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ACA21
C5=m ARC; Horizontal Lamp / Arm Mount
:: 10/15/02 . aca21 h.pdf
Approvals:
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Mtg. Fixture Electrical Module Finish Options
L- -.-JL- ~Se<p.g"4.s
See page 2 See page 3
Seledpole irom Kim Pole Catalog. ,If pole is provided by others indicate 0.0. fO,r arm fining.
Specifications
ACA21
150 to 400 watt
-83116-
I
11 y,,'
I
r213A6'-
''--;:F
~ -'-:-0
. 6'
- --'-
~k'
Arm
Cross-
Section
~
Arm Mount with Horizontal Lamp
~e
Lighting, Inc.
Date:
Page: 1 of 5
Housing: One-piece low copper alloy die~cast ~luminum. All hardware is
stainless ste€1. A stainless ste€1 self-locking stop-arm is provided to hold the
lens frame in the open position while servicing. ,
Lens Frame Assembly: One-piece low copper alloy die-cast aluminum
with '" minimum thickness around the gasket t]ange for rigidity. Stainless
steel hinge provided for attachment to the housing. Two stainless steel thumb
latches are recessed into the side comers, concealed from normal view. The
31166 thick clear tlat or convex tempered glass len~ seals against the reflector
flange by a one piece ex1ruded silicone gasket with the ends fused to
produce a continuous loop, eliminating gaps that allow the intrusion of
foreign objects into the optical system.
Standard Arm Mount: Ann is one piece extruded aluminum with internal
bolt guides. The luminaire to pole attachment is.by draw-bolts, including a
pole reinforcing plate with strain relief. Arm will be circular cut to mate with
specified round pO,le.
Reflector Module: Specular Alzak' optical segments. are rigidly mounted
within a die-cast aluminum enclosure that attaches to the housing as a one-
piece module. Refledors are field rotatable in 90" increments. All sockets are
fadory prewired with a quick-disconnect plug for the ballast module. Wire
penetrations to the socket are sealed by a silicone gasket to create a totally
sealed optical chamber. The optical segments an, positioned 50 that refleded
light does not pass through the lamp arc tube. The horizontal metal halide
lamp refledors are equipped with pin-Drientedl,mogul base socket with a
molded silicon lamp stablizer. All HPS and PMH horizontal reflectors are
equipped with a mogul base socket rated 4Kv ocSKV (750 & 1000 watt). All
optical systems are interchangeable within the housing.
Electrical Module: All electrical components are UL and CSA recognized.
mounted on a single plate and factory prewired with quick-disconnect plugs
for attachmentto the incoming wires and socket\.vires. The module attaches
insi~e the housing using keyhol.e slots. All ballasts are high power fact?r with
stanlng temperatures of -40"F. tor HPS and -20"F. for MH lamp modes. .
Finish: Super TGIC thermoset polyester powder coat paint, 2.5 mil nominal
thickness, applied over a chromate conversion coating; A.5.T.M. 2500 hour
salt spray test endurance rating. Standard colors are Black, Oark Bronze,
Light Gray. Platinum Silver or White. Custom colors are available and
subject to additional charges, minimum quantities and longer lead times.
Consult repr~sentative. "
Certification: UL Listed to U.S. and Canadi~n safety standards for wet
locations. Fixture manufacturer shall employ; a quality program that is
cenified'to meet the ISO 9001 :2000 standard. :
CAU1l0N: Fixtures must be grounded in accordance with local codes or the
National Electrical Code. Failure to do 50 may result in serious personal injury.
Date Received:-fL~/2-0tJb
Planner: AL ,
@2oo2 KIM LIGHTING INC. . P.O. BOX 60080, CITY OF INDUSTRY, ;A 91716-00800 TEL: 626/968.56660 FAX; 626/369.2695
5638402288
~
KBM UGHTBNG
ACA21
e.. ARC; Horizontal Lamp / Arm Mount
10/15/02' aca21h.pdf
Type:
Job: .
Page: 2 of 5
f '1t-
Standard Features.
Mounting Plan View: + Wall Mount
3y.confjUration is available .- ... '- -t' ~! ~
for roun poles only.
EPA: 1.8 3.6 2.8 4.0 4.0 4.2 nla
Cat No.: 01A 028 02L 03T 03Y 04C 01W
Fixture: light 0 0 0 0
Cat. No. designates AC Distribution:
fixture, light distribution and
beam spread. Type II Type III Type IV Type V Square
See the Kim Site/Roadway
Optical Systems Catalog for ,
detailed information on ~ o ACA21 EH2 .0 ACA21EH3 GACA21~.H4 . o ACA21 F.HS
reflector design and
application. Flat Lens
~l o ACA21C.H2 o ACA21 C.H3 o ACA21C.H4 o ACA21C.HS
Convex Lens
,.
r
Date ReceivJd: 7 h 7/;;.tJbt
Planner: AL: ---;-'J
,
@2002 KIM LIGHTING INC. . P.O. BOX 60080, CITY OF INDUSTRY, CA 91716-0080' TEL 626/968-5666 . FAX: 6261369-2695 f.
5638402288
;-
.~
KIM UGHTlNG
ACA21
~ ARC; Horizontal Lamp / Arm Mount
10/15/02. aca21 h.pdf
Type:
Job:
Page: 3 of 5
F9l=-
Standard Features
Electrical Module Cat. Nos. for Electrical Modules available:
HPS = High Pressure ' D150HPS120 o 250HPS120 o 400HPS120
Sodium o 150HPS20B o 250HPS20B o 400HPS20B
MH = Metal Halide o 150HPS240 o 250HPS240 o 400HPS240
PMH = Pulse Start o 150HPS2n o 250HPS2n o 400HPS2n
Metal Halide o 150HPS347. o 250HPS347 o 400HPS347
o 150HPS480 o 250HPS480 o 400HPS4BO
~ Lamp E-23Y2, Clear I ED-18 or I ED-18 or ..
ET-18, Clear ET-18, Clear
Socket Mogul Base Mogul Base I Mo?ul Base
ANSI Ballast 5-55 5-50 IS-51
Type
Lamp Lamp Line
Watts Type Volts o 175MH120 o 250MH120 o 400MH120
400 HPS 2n o 175MH208 o 250MH208 o 400MH208
o 175MH240 o 250MH240 o 400MH240
o 175MH2n o 250MH2n o 400MH2n
o 175MH347 o 250MH347 o 400MH347
o 175MH4BO o 250MH480 o 400MH480
Lamp BT-28 or BT-28 or ED-28, Clear
ED-28. Clear ED-28. Clear
Socket Mogul Base Mogu I Base Mogu I Base
ANSI Ballast Mc57 M-S8 M-S9
Type
, D250PMH120 o 400PMH120
o 250PMH208 o 400PMH208
[J 250PMH240 o 400PMH240
o 250PMH2n o 400PMH2n
o 250PMH347 o 400PMH347
o 250PMH4BO o 400PMH480
Lamp BT-28 or ED-28, Clear
ED-28. Clear
Socket I Mogul Base I Mogul Base Date ~eceived:*/201>6
ANSI Ballast I M-138 I M-l35
Type Planner: AL
Finish
Super TGIC powder coat
paint over a chromate
conversion coating.
Color: Black Dark Bronze Light Gray Platinum Silver White 'Custom Color
Cat No.: [J BL-P 0 DB-P . 0 LG-P [] PS-P OWH-P 0 CC:P
'Custom colors subject to additional charges, minimum quantitie's and extended lead times.
Consult representative. Custom color description' '
~ 2002 KIM-LIGHTING INC. . P.o. BOX 60080, CITY OF INDUSTRY, CA 91716..{)080 . TEL 6261968,5666 . FAX: 6?61369.2695 '
5638402238
- .
~
KIM UGHTlNG
Type:
Job:
F1i;= -
Wall Mounting
Cat. No. 1W
Select from Mounting on
page 2.
Photocell
Cat. No. (See right)
o No Option
Polycarbonate Lens
Cat. No. 0 L21
o No Option
ACA21
CB:m ARC; Horizontal L.amp / Arm Mount
10/15/02. aca21h.pdf
Page: 4 of 5
Optional Features
Modified support arm with side access to allow field
splices within the arm, for poured concrete walls only. An
electro-zinc plated steel wall embedment bracket is
provided to accept draw-bolts. Trim plate provided to
cover Junction box, finished to match fixture and arm.'
~ ,-,0'-" 4:;;1 C-r
-:'--10" ,i. ~1~\4'
0' ~~
T" ',.); 5'1.'
Wall mount using wall embedment'
bracket. )'box in wall (bvothers)
, '
Factory installed photocell inside housing with a fully
gasketed sen50r on the side wall. For multiple fixture
mountings, one fixture is supplied with a photocell to
operate the ethers. (Exceptions: Four 400 watt fixtures
where two fi'1Ures will have photocells,
~q
Cat. No. Line Volts
OA-30 120V
OA-31 208V
OA-32 240V
OA-33 277'1
OA-34 ~80V
OA-35 347'1
o 2A-30 120V
o 2A-31 208V
o 2A-32 240V
o 2A-33 277'1
o 2A-34 480V
o 2A-35 347'1
Wattage Mounting
per fixture: (see page 2)
... ...---.
150-400W .,*e-es
lA.1W 28
* Fixture with photocell
s slave unit(s)
eJs s~s
... ~~
2L 3T, 3Y
150-250W
.dsC!,
S~S4C
400W
(t
s4ts 4C
One piece vaCJum formed, clear, UV stabilized convex
polycarbonate, fully gasketed, replacing the standard
tempered glass le05. 250 watt maximum. May be used
with 400 watt HPS in locations where ambient air
temperature during Jixture operation will not exceed 85'F.
CAUTlON: Use only when vandalism is anticipated to
be high. Use'ullife is limited by UV discoloration from
sunlight and metal halide lamps.
,,~q
:Polycarbonate Lens
Date, Receiv~d: 7/2 1;;.oOb
Planner: AL' /
@2002 KIM UGHTING INC. . P.O. BOX 60080, CITY OF iNDUSTRY, CA 91716-0080. TEL: 626/968-5666. FAX: 626/369.2695
5638402288
~
KlMLIGHlWG
. Type:
Job:
~'c-
Houseside Shield
Cat. No. (See right)
o No Option
Vertical Slipfitter Mount
Cat. No. (See right)
o No Option
Horizontal Slipfrtter Mount
Cat. No. 0 HSF
o No Option
Fusing
Cat. No.
(See Right)
o No Option
ACA21
@::m ARC; Horizontal Lamp / Arm Mount
10/15/02 . aca2l h.pdf
Page: 5 of 5
Optional Features
(Types 11,111, and IV light distributions only). The cutoff
horizontal reflectors are available with stamped
aluminum louvers that pass streetside light and block
houleside light. and a blackened panel added to the
reflector to reduce houseside reflections. The horizontal
reflectors with the optional convex glass lens are
available with a formed aluminum shield that passes
streetside light and blocks houseside light and a black
anodized panel added to the reflector to reduce
houseside reflections. Recommended for use with clear
lamps only. Effectiveness is reduced for coated lamps;
~
/'
--..:>
~-
HS
for flat lens
HSC
for convex lens or
polycarbonate lens
Cat. No.
DHS
For fixtures with flat lens and asymmetric light distribution only. Do not use with
square light distribution.
For fixtures with convex lens and asymmetric light distribution only. Do not use with
square lighfdistribution. .' .
DHSC
Allows standard fixture and arm to be mounted to steel
poles having a 2' pipe-size steel tenon (23/,0.0. x 4 Y/
min. length). 4' round or square cast aluminum with-
flush cap, secured by four 'la' stainless steel ~et point
alien screws. Pole tenon must be field drilled at one set
screw location to insure against fixture rotation. Finished
to match fixture.
VerticalA2
Pole with 2. pipe-size - -
tenon (by others)
Cat. No.
DVSF.1A
o VSF.2B
o VSF-2L
o VSF-3T
o VSF-3Y
o VSF-4C
~ ~
Stainless W'
- steel set~
:::::::> screws .
4" Round 4" Square
Cat. No.
DSVSF-1A
o SVSF.2B
o SVSF-2L .
o SVSF-3T
o SVSF-4C
Mounting Configuration
lA- single arm mount
2B - 2 at 1 BOO
2L - 2 at 900
3T - 3 at 900
3Y-3at1200
4C- 4 at 900
.
I .
Allows the standard fixture to be mounted to any
horizontal pole davit-arm with 2' pipe-size mounting
end (2'1a' 0,0.1. Cast aluminum slipfitter with set screws
providing ;050 vertical fixture adjustment. Bolts to
housing from inside electrical compartment using
mounring holes for standard support ann. Davit-ann
must be field drilled at set screw location to insure
against fixture rotation. Finished to match fixture.
Horizontal Slipfitter Mount
~
Davit arm 0ith 2' pipe-size
fixture mount (by others)
High temperature fuse holders factory installed inside
the fixture housing.
Line Volts: 120V
Cat. No.: 0 SF
208V
DDF
240V
DDF
277V
DSF
,480V
DDF
347V
OSF
@2002 KIM LIGHTING INC.. 2.0. BOX 60080, CITY OF INDUSTRY, CA91716-Q080. TEL: 6261968-5666. FAX: 6261369-2695 j 5638402288
Date Received; ~~ ~/.u/Jt
Planner: AL .
~
KIM UGtmNG
KRS
Side Arm Mounted Applications: AR, CCA, CCSA, EKG, ET, MX21A, VLA, 5X
Post Top Mounted Applications: CCP, CCSP, VLP, 5AT, SSQ
Round Steel 'Non-Tapered Pole
revision 8/1/99 . krs.pdf
Type:
Job:
Catalog number:
I
PoleCat. No.
Mounting
Pole Finish
Seepage 2
II
Specifications
Conduit :I
Opening \
Presswood 1f-r
template - l ~ J
Base Cover 7
Plan View /; - 0' :\45'
0( : 0 i~
'0 \::oJ>.'
Longitudinal ~ ~
, /
reference line. ~ /601t Circle
Orient parallel Y Diameter
to curb or walkway. .
Leveling nU/rBase Cover
and washer
[' Anchor Bolt
G r '" I Projection
~\ .so:- ~ . Base Detail
. '. E ~. '. L Grout must be packed
. . ~ " under pole base to Insure
, . full contact with footing
.' and prevent loosening of
leveling nuts.
Provide a channel through
the grout for drainage
from tha pole interior.
Concrete
footing to be
designed by
others.
I
Approvals:
I
Optional Anchor Bolt Covers Optional Duplex Rec~t.acle
Seepage]
,,,,':-C'_-:'-:',; PostTop
\...c_m_-! Mounting
II ----~' il
II II
'':..-... ~~
- .-i-----'......
---L-..____..:..i
Side Arm
Mounting
. -Y See chart
on page 2.
Handhole
0--
I
18'
r - I
Date:
Page: 1 of 4
Pole Construction: One piece non-tapered'
round shaft of low'carbon steel (ASTM-ASOO
Grade B, 42.000 ,fSI min. yi~ldJ with one
flush-welded vertical seam. Shart is welded to
a flat steel anchor tiase (ASTM-36. 36,000 PSI
min. yield).
Base Cover: Base has a two piece cast
aluminum full cover of 319 atloy. secured by
stainless steel screws. Optional anchor bolt
covers available (see page 3). .
Pole Cap: A flush-sided cast aluminum pole cap
is provided for side arm mounted luminaires.
I'
Handhole: 18' up from base, with a gasketed
cover and ground lug. 2' x 4' handhole
provided on poles up to 16'. Reinforced 3' x 6'
handhole provided on poles 20' and taller.
Anchor Bolls: Four 'fully galvanized aneror boilS
provided (ASTM-36, 36,000 PSI min. yieldJ.
complete with eight galvanized nulS, eight
galvanized flat washeis, ard a presswood tEmplate.
Strength: Poles will withstand wind loads as
listed in chart (see page 21 when luminaires are
mounted perfixture installation instructions.
Finish: Super Te;IC thermoset polyester
powder coat paint, 2.5 mil nominal thickness.
S stage steel pretreatment to include
phosphoric acid etch, followed by iron
phosphate bath and chromate sealer for
corrosion resistance. Standard colors are Black
(SL.P), Dark Bronze (DB-Pl, Light Gray
(LG-P), Platinum Silver (PS-P), and White
(WH-P). Custom colors are available.
CAUTION: Do n~t install poles without
luminaires. or strerygth guarantee is voided.
Any unauthorized accessories secured to pole
shall void strength guarantee.
Maintenance: A regularly scheduled
maintenance program must be established to
insure the protective paint coating is intact,
corrosion or structural damage has not
occurred, and anchor bolt nuts are tight
Failure to do so could lead to eventual pole
collapse and serious. personal injury.
e 1999 KIM LIGHTING INC.. P.O. BOX 60080, CIlY OF INDUSTRY, CA 91716-0080 -TEL 626/968.5666. FAX: 626/369-2695 5604799213
Datel Received' :'7 h. 7 hoot
Planner: AL / /
~ .
KIM UGH'lWG
KRS
Side Arm Mounted Applications: AR, CCA, CCSA, EKG, ET, MX21A, VLA, 5X
Post Top Mounted Applications: CCP, CCSP, VLP, 5AT, 5sa
Round Steel Non-Tapered Pole
revision 8/1/99 . krs.pdf
Standard Features
Date:
Page: 2 of 4
NOTE: All allowable pole and fixture EPAs (Effective Projected Area, which is Fixture Area'
x Drag Factor) are derived from the AASHTO standard (American Association of State
. Highway and Transportation Officials). Responsibility lies with the specifier for correct
pore selection based on local codes and standards for the jo~.location (See page 4). . .
Type:
Job:
Pole Catalog No.
Allowable Pole EPA
Wind Map - - Gusting
Pole Bolt Anchor Stea1 Wind
Catalog X y Circle Bolt Anchor Base Conduit Win '1 " Equivalent.
Number Dia. Projection Bolt:; Size Opening 70/91 80/104 90/117 100/130
o KRS1Q.4120 10' 4'x 11 ga. i'-8Yi 3%' 3j.,'x 15'+3' 3j.,' x 9' sq. 3'dia. 16.9 125 95 i.4
o KRS124120 12' 4'x 11 ga. T-8Yi 3'/8 .'14 x 15' + 3' 3j.,'x9'sq. 3'dia. 13.4 9.8 7.2 5.6
o KRS144120 14' 4'x 11 ga. T -B Yi 3%' '14 x 15' + 3' . ';"x 9' sq. 3'dia. 10.8 7.7 55 4.1
o KRS1&4120 16' 4'x 11 ga. T -BYi 3%' 3j.,'x 15' + 3' '14 x 9' sq. 3' dia. 85 5.9 4.0 2.8
--
o KRS2Q.4120 19.5' 4'x 11 ga. T -BYi 3'/8 3j.,'x 3D' +4' '14 x 9' sq. 3' dia. 5.2 3.2 1.8 1.0
o KRS2Q.4180 19.5' 4'x7ga. 7'-BYi 3%' ~I.t x 30N + 4" 'ft x 9' sq. 3'dia. 8.9 6.0 4.1 2.8
o KRS20-5120 19.5' S'x11 ga. 7Yi-B Vi 3%' ';.' x 30' + 4' 3j.,'x 9' sq. 3'dia. 9.4 6.4 4.8 3.7
o KRS20-5180 19.5' S'x7ga.. 7Vi-8 Vi 3%' %'x 30' +4' %' x 9' sq. 3'dia. " 155 11.1 85 6.7
o KRS25-5120 25' S'x 11 ga. 7Yi-B Vi 3'/8 Wx 30' + 4' 'It x 9' sq. 3'.dia: -5.3 3.1 2.2 1.5
o KRS25-5180 25' 5'x i ga. 7Vi-8 Vi 3'18 3j.,'x 30' +4' Wx9'sq. 3'dia. 9.8 6.6 4.9 3.7
o KRS30-5180 30' 5'x7ga. 7Vi-8 Vi 3'18 3j.,'x 30' +4' %'x9'sq. 3'dia. 5.9 35 2.4 1.7
,
Mounting Arrangements Post Top I Side Ar". I
'Allowable pole EPA for Plan Views: . . .... .. ., ~ +
jobsite wind conditions
must be equal to or greater
than fixture mount EPA. Mounting: OFM OA DB OL OT Ov Dc
Kim Fixture and EPA:
AR 1.2 2.4 2.0 3.2 3.2 3.9 --
EKG401/402 2.1 4.2 3.5 45 4.2 5.0
EKG501 2.8 5.6 3.8 6.1 5.9 6.6
IT 1.8 3.6 2.6 4.1 3.9 4.7
MX21A 2.1 4.2 3.8 5.1 6.0
S5Q/5AT/SX-100 2.0 2.7 5.4 6.4
VL, CC or CC5 17' 0.7 0.9 1.8 1.6 . 2.5 2.5 2.8
VL, CC or CC5 21' 10 1.2 2.4 2.2 3.4 3.4 3.9
VL, CC or CC5 25' 1.2 15 3.0 2.7 4.3 4.3 4.9
VL, CC or CC5 29' 1.5 1.8 3.6 3.3 '5.2 5.2 5.9
I
I.
Date, Received' 7/~ 0006
Planner: AL
e 1999 KIM LIGHTlNG'INC.. P.O. BOX 60080. CITY OF INDUSTRY, CA 91716-0080' TEL: 626196S-S666' FAX: 626/369-2695 5604799213
~ .
(to.
KIM UGHnNG
Type:
Job:
KRS
Side Arm Mounted Applications: AR, CCA, CCSA,EKG, ET, MX21A, VLA, SX
Post Top Mounted Applications: CCP, CCSP, VLP, SAT, SSQ
Round Steel Non-Tapered Pole
revision 8/1/99 . krs.pdf
Standard and Optional Features
Finish
Super TGIC thermoset
polyester powder coat
paint.
Optional Anchor Bolt
Covers
Cat No. . 0 BC4
DBCS
o No Option
Optional'Duplex
Receptacle
Cat No. 0 DR
o DR-GFI
o No Option
Color.
Cat No.:
Black
DBL-P
light Gray
DLG-P
Date:
Page: 3 of 4
Platinum Silver
Dps-p
White
DWH-P
Dark Bronze
DDB-P
Color:
Cat. No.:
* Custom Color
DCC-p
. Custom colors subject to additional charges, minimum quantities and extended lead times.
Consult representative. Custom color description:
M
Mounted opposite the handhole. at 221', from base of pole, in a,cast aluminum box that is
internally welded and sealed with a gasketed self.c1osing cover and:locking bracket
Duplex Receptacle (DR) rated 15A. 125V
Duplex Receptacle with Ground FaultCircuit Interrupter (DR-GFI) rated 15A, 125V
Date Received:...1b.rpot
Planner: 'AL 7
e 1999 KIM 1.IGHTING INC.' P.O. BOX 60080, em OF INDUSTRY, CA9171S-Q080' TEL: 6261968-5666' FAX: 6261369.2695
(Full base cover is standardJ
Four cast aluminum anchor bolt covers finished to match
pole, fastened to base with stainless steel screws,
4' pole Bolt Covers (BC4)
S' pole Bolt Covers (BCS)
5604799213
~
KIM UGHTlNG
KRS
Side Arm Mounted Applications: AR, CCA, CCSA, EKG, ET,.MX21A, VLA, 5X
Post Top Mounted Applications: CCP, CCSP, VLP, SAT, SSQ
Round Steel Non-Tapered Pole
revision 8/1/99 . krs.pdf
Type:
Job:
NOTES:
. Values are based on SO year mean recurrence interval
(United States), 30 year mean in Canada, 30' above grade.
- Hawaii has an 80 mph wind velocity.
- Puerto Rico has a 95 moh wind velocity.
-Caution must be exercised in determining wind velocities in
special wind areas such as:
Mountainous Regions
Areas surrounding the Great Lakes or other large
bodies of water or open land.
Areas subject to e.xtreme wind conditions,' such as
hurricanes, typhoons, cyclones, and tornadoes.
Areas adjacent to airports.
Any specific area with a known or suspected abnormally
high intermittent wind condition caused by geography,
adjacent structures. or other specific local conditions that
may not be recorded in National Weather Service records.
- Allowable pole EPA for jobsite wind conditions must be
equal to or greater than fixture EPA. Responsibility lies with
the specifier fpr correct pole selection based on MSHTO
wind map and jobl?cation.
Dale:
Page: 4 of 4
Wind Map
United States and Canada
Ref: MSHTO 1985
90
"
- The Wind Map is intended only as a general guide. Always
consult local authorities to determine maximum wind
velocities, gusting and unique wind conditions for each
specific application.
-CAUTION: Wind speeds and listed EPAs are for ground
mounted installations. Poles mounted on structures (such as
bridges and buildings) must consider vibration and
coefficient of height factors beyond this general guide.
Consult MSHTO standards. .
- Extreme Wind Events: Hurricanes, Typhoons, Cyclones, or
Tornadoes expose poles to flying debris, wind shear, and
other unpredictable aerodynamic iorces not indicated by the
wind velocity ratings. Consultiactory for special pole
requirements where risk oi exPosure to extreme wind
conditions exists. .
- Pole Strength limited Warranty: Standard, unmodified Kim
lighting Poles ins\alled as recommended, undamaged by
corrosion. or lack of maintenance, shall withstand steady
wind conditions as provided on page 2 (Allowable Pole EPA).
Installation oi poles without luminaires, or attachment of any
unauthorized accessories to polesishall void this warranty.
ill 1999 KIM LIGHTING INC.' po. BOX 600BO. CITY OF INDUSTRY. CA 91716.0080' TEL 6261968.5666' FAX: 6261369.2695 "'. s~19213
Date ~eceived: 7 /2- J~d
Planner: AL /
(
I
I
i
I
J
I
1.
L. ...,,;..;;..,......,~,,_. ,.. ;;.,....~_...~...~,..=~......_.... ..~..,~~,.". ........,~~-'.~. ""'" ....... _ . ...;
. _." '",~"'~~"-"'--'''''''>.''-~-'''''"'''''''''~',''~''''''~'""!'--':~.'''~''''-f''''''~ '._, ~~>':'"!~.'''''''''''_~'''''~''',,,_''''''''''''''''''' ,...... .'., '-oW ._...., .
DRAINAGE REPORT
EMBASSY SUITES HOTEL DEVELOPMENT
..
May 2006
,,",
Dat,,; ~dc.Ji\led: 7/27/Jo06
Planner: AL (""'I
G~
PACWEST ENGINEERING, PC
DRAINAGE REPORT
EMBASSY SUITES HOTEL DEVELOPMENT
05-063
. Expires 12/31/06
Prepared By:
PacWest Engineering
1530 Ninth Avenue SE
Albany, Oregon 97322
PH: (541) 926-7634
FAX: (541) 926-7539
Dater Received: 71;1/)PDt
Planner: AL j-=-;
~ -~
.~
'C '. '.'--'-.~-~~_._~~~~
. Table of Contents
L .. .
..".-.-."-.........
.....-,.......~"""-""_......................
____ Ui-".',-.-,":::,-
-.
--
I
2
3
INTRODUCTION I
........................................................;..............................................................
STORMW A TER SCOPING I
SITE CHARACTERISTICS I
3.1 Site Soils I
.................................................................................................................'
3.2 Precipitation I
.............................................................................................................,
3.3 Topography .............................................................................................................. 2
PRE-DEVELOPED 2
4.1 Land Use 2
.................................................................................................................,
4.2 Hydrological Variables ........................................................................................... 2
4.3 Stormwater Basins 2
POST-DEVELOPED 3
5.1 Land Use 3
..................................................................................................................
5.2 Hydrological Variables .................................................................. .................... ....... 3
5.3 Stormwater Basins 3
....................................................................................................
STORMW A TER QUANTITY ............................................................................. ............................ 4
6.1 Design Variables ...................................................................................................... 4
6.2 Stormwater Conveyance ........................................................................................... 4
6.3 100 Year Flood Plain 4
...............................................................................................
STORMW A TER QUALITY ........................................................................................ .................. 4
7.1 Water Quality Design Criteria ................................................................................ 4
7.2 Water Quality Design Measures 4
7.3 Water Quality Basins 5
.. .... .................... .................... ~.................................................
7.4 Design Flows ..................................................................................:..... ................... '5
7.5 Vegetative Stonnwater Quality.............................................................................. 5
7.6 Non-Vegetative Stormwater Quality
CONCLUSION
............................................................................................................
............................................................................................................
4
,.....................................................................................................................
.....................................................................................................
5
6
7
5
8
6
FIGURES
I Existing Site
2 Developed Site
Date Received: 7j;_{JoO€
Planner: AL
A Stormwater Scoping Sheet
B NCRS Soil Data
C City Drainage Basin Map
D Basin 1 ~ PondPack Analysis
E Basin 2 - PondPack Analysis
F Basin 3 - PondPack Analysis
G Underground Parking Analysis
H 1 00 Year Flood Plain
I Pump Specifications
J ODOT IDF Curve for Zone 7
K Grassy Swale Curves
APPENDIX
Date ~eceived:-1f7/'J406
Planner: AL I
1 INTRODUCTION
This report is the stormwateranalysis and design for the Embassy Suites Hotel Development
located on Lane County Tax Map 17-03-15-33, Tax Lots 1500 and 1600 in the City of
Springfield. The proposed development will replace an existing hotel with a new hotel along
with associated pedestrian facilities, parking areas, landscaping, and other site features. This
report addresses stormwater quantity and.quality standards contained in the City of Springfield
Engineering Design Standards.
2 STORMWATERSCOPING
A Stormwater Scoping Sheet was submitted to the City of Springfield and the required
stormwater management scope items were identified by City Staff. A signed copy of the
Stormwater Scoping Sh,eet is included in Appendix 'A' of this report.
3 SITE CHARACTERiSTICS
3.1 Site Soils
The Lane County Natural Resource Conservation Service (NRCS) Soil Survey' was used to
identify soil types and characteristics found throughout the site. The site predominately consists
of Co burg Soil with a Hydrologic Group 'C'. NCRS Soil Data is included in Appendix 'B' of
this report. The existing site is the location of a demolished hotel with associated paving and
deteriorated landscaping.
3.2 Precipitation
The design storm events used in this analysis are theZ- and 25-year recurrence intervals as well
as the City-defined stormwater quality event. All 24_hour rainfall quantities for each event are
analyzed using the Santa Barbra Unit Hydrograph method distributed over a Type IA
hyetograph. Table.3.2.1Iists the 24-Hour Rainfall volumes for each Recurrence IntervaL
Table 3.2.1
c~ffj.t{ecufrencei~~r\~ 'Jftj't2~:.HoliJ;;RainfalI' .
.-~,&- ":.'<", {-,;,<.--:,:~~~-~,~'.Jtf:' \~' '>y-~- .,',- .
c)c.Iiitel::vaI[(yth,\;).;'.i.., .;;.RaiiIfall(ill) .
Water Quality Event 0.83
2 3.3
25 ~8
Date Received: izl~6
Planner: AL
P: \2005 105-063 \Hydro IReport\5' Drainage Report. doc
Page 1 oJ6
3.3 Topography
The existing site is relatively flat with an averageJongitudinal slope ranging from flat to 2.0%.
The total area of the proposed development is approximately 2.83 acres. The site currently has
drainage outlets to the north onto Game Farm Road, to the east onto Gateway, and to the south
into an existing drainage ditch. As shown on the City of Springfield drainage basin map in
Appendix 'C', the existing drainage system surrounding the subject property all discharges to the
same location west of the proposed development.
4 PRE-DEVELOPED
4.1 Land Use
The entire property is approximately 2.83 acres and consists of a hotel that has recently been
demolished, an asphalt parking lot, hardscape features, and deteriorated landscaping. The
existing impervious area of the site, prior to demolition of the hotel, is approximately 2.68 acres.
Figure 1 shows the existing site outlining the existing drainage sub basins. Table 4.1.1 lists the
pre-developed land cover of the existing site. .
Table 4.1.1
L':o)Ce
Landscaped
Asphalt
Concrete
Rooftops
Pool
4.2 Hydrologic Variables
Hydrologic variables for the Pre-Developed condition used for this analysis are derived from
standard. site characteristics as well as site observations. Table 4.2.1 lists the relevant hydrologic'
variables used in this stormwater analysis for the pre-developed condition.
Table 4.2.1
1....".....'.".-01..=-...... '.'-1..... '.- ,.n..
'0' . s"U" ",'-" '.., c. p........'''.... OM ""',0', .,'
:'>'.';..i':'::',"'\;S- )se(",~~,.C.: ,:4 ;ti;~~u,r,veitt;~-~:;~:', annln2its';,:D;:J!
Pre-Developed 94 0.02
4.3 Stormwater Basins
There are four distinct drainage basins on the existing site which all ultimately discharge to the
same City stormwater system as shown on Figure 1. . There was no stormwater quality or
quantity provisions on the existing site.
Date Received: i:n/~()6
Planner: AL I
P:\2005\05-063\HydroIReportI5 Drainage Report. doc
Page 2 0/6
5 PosT-DEVELOPED
5.1 Land Use
The proposed development will create a new Hotel with impervious surfaces in the form of
rooftops, an asphalt parking lot, and concrete and asphalt pedestrianways as shown on Figure 2.
Landscaping Improvements will also be incolporated into the design. Table 5.1.1 below lists the
land cover areas created by this development.
Table 5.1.1
Undisturbed
Landscaped
Asphalt
Concrete
Rooftops
o
0.598
\.354
0.086
0.792
The post developed impervious surface cover is less than the pre-existing condition. Therefore,
stormwater detention is not required for this project. .
5.2 Hydrologic Variables
Table 5.2.1 lists the five land cover types and the corresponding Curve Number and Manning's
'n' for the developed conditions. The site has been analyzed using a composite Curve Number
and Manning's 'n' of94 and'0.02 respectively.
Table 5.2.1
- ~E'anYal~dYSii~.I€uliY~r#0~.~Nf~nnIngls1~n1,~'
Undisturbed
Landscaped
Asphalt
Concrete
Rooftops
84
79
98
98
98
0.15
0.24
0.02
0.02
0.02
Other characteristics of the post-developed condition can be found on Figure 2.
5.3 Stormwater Basins
There are four distinct basins in the proposed site shown in Figure 2. As shown on the plans,
rooftop runoff is routed to down spouts and conveyed off site to the north. 67% of runoff from
the parking lot is routed to vegetated swales, with the remaining runoff from the parking lot area
being routed to Gibson dual chamber catch basins. One unique area is the vehicular ramp to the
underground parking area at the south end of the project and the underground parking. While
Date ~eceived: 7/Z-7/;z,,~
Planner: AL I I
P:\2005\05-063\HydrolReport\5 Drainage Reporrdoc
Page 3 0[6
this area is routed to Gibson dual chamber catch basins, it must be pumped out to the existing
drainage ditch at the south end of the project since it will be over 10 feet lower than the onsite
stormwaterfacilities. The underground parking area is addressed in Appendix 'G'.
6 STORMWATERQUANTITY
6.1 Design Variables
Stormwater piping is proposed to be ADS N-12 with a Manning's 'n' value of 0.01. Swales
conform to the City of Portland design standards for vegetated swales and have a design
Manning's 'n' value of 0.24. .
6.2 Stormwater Conveyance
Thestormwater coiweyance system is designed to safely pass the 25-year storm event. Proposed
stormwater piping has been designed to have a minimum, half full, self cleaning velocity of 3
fils. Water quality swales have been designed with slopes, cross sections, velocities and
freeboard as per the City of Portland Stormwater Management Manual. PondPack stormw'ater
conveyance calculations are shown in Appendix 'D', 'E' and'F' for basins I, 2 and 3
respectively as labeled on Figure 2. Calculations for basin 4, including pump specifications, are
shown in Appe'ndix 'G'.
6.3 100 Year Flood Plain
The entire site is beyond the 100 year flood plain. The Flood Insurance Rate Map (FIRM) for
the site is shown in Appendix 'H'.
7 STORMWATER QUALITY
7.1 Water QualitY Design Criteria
The design standard for stormwater quality selected for this project is the City of Portland
Stormwater Management Manual. Grassy swales have been selected to address required
stormwater quality measures for 67% of the proposed parkinglot area. Per the stormwater
quality design standards, the maximum storage depth may vary between 6 and 12 inches. The
maximum allowable side slope is 4(H):I(V). The minimum flat bottom width is 2 feet for
private swales and 4 feet for public swales. The maximum and minimum longitudinal slopes are
5% and 0.5% respectively. The maximum slope surrounding the swales is 10%. Swale lengths
are determined from charts provided under Grassy Swales in the Portland Stormwater
Management Manual.
7.2 Water Quality Design Measures
Grassy swales have been designed to conform to the standards outlined in the previous section.
Parking lot areas not routed to grassy swales are routed to Gibson dual chamber catch basins as
per City comments.
Dab" Received' ..., In/JdtJ/,
Planner: AL
P.'12005\05-063\HydroIReportI5 Drainage Report. doc
Page 4 oJ6
"
}'J...
7.3
Water Quality Basins
. "
. .'
Stormwater basins routed to either grassy swales or catch basins are shQwn on Figure 2. Runoff
length, slope and basin areas are also labeled on this figure. . . .'
7.4 Design Flows
PondPack was used to calculate design flows for each stormwater quality facility. PondPack
output for Basin 1,2, and 3 is included in Appendix 'D',. 'E', and 'F' respectiyely. Basin 4
analysis is shown in Appendix 'G. '
7.5 Vegetative Stormwater Quality
Design characteristics ofrunofffrom areas routed to the stormwater quality swales from each
basin is summarized in Table 7.5.1 below.
Table 7.5.1
im~(jJM()n~lifE~entJ.~~
~!feI.igtli~ ~SJ\:lP'~ ~efocirn ~Ii,tplii~ n~~ioT~ity,~ ~Ii,ep'i1i'~ ~;~low~
li};'(it)'{;~ ~(?/J1~1 ~fft)s~}:9It~tft}'I ' mfiZ~~~)~~ ~lli{ftW'; ~f(as)j
100 0.69 0.07 0.06 0.01 0.14 0.18 0.07
100. 1.00 0.12 0.10 0.03 0.23 0.32 0.23
100 1.00 0.14 0.10 0.05 0.27 0.30 0.40
The required length of each swale was derived from Exhibit 2-15 of the City of Portland
Stormwater Management Manual included in Appendix 'K'. All flmy rates for the stormwater
quality design event, as defined by the City of Springfield, require the minimum length swale of
100 feet. .
7.6 Non-Vegetative Stormwater Quality
Design characteristics of runoff from areas routed to Gibson dual chamber catch ,basins from
each basin is summarized in Table 7.6.1 below.
Table 7.6.1
B.asin
Basin 1
Basin 2
Basin 3
, !?ize
; (in)
10
12
- ;', '," -, _-CO" . -"'",~ -,..."'......:1 ""'e' ,. ,':::- """"<......,h ,{'- .".....,}'-',... 7-Y-'
.' ;\;.6 Montli;;Eventr',:;'i,:~ . ,',i25i2):ea);'Eyellt,. ,>1;
"SIo e;Y eIocity;: c, De~tJi( :~:Flow'r~ VeloCity'"!, ""Dt'tYIi>;".F...I_ow.-
..,P ':', "':'<\j'_-.,~.,.-~;,;p'~';H'iP;_",,<~ -\".."O:~_i",~~' ',;JJ~<,,0'~
.J,%) : (ftlsecL': ; (ft),'i ~;:(dsh:((flsec)b~,::lfiL .;,(ds)
0.69 0.75 0.04 0.01 1.8 0.16 0.13
1.00 1.75 0.15 0.13 3.34 0.49 1.26
NI A - Swale Only
".'-;{-
(~. .
Date Received:
Planner: AL
7 In /J.<7rh
I I
P:\2005\05-063\HydrolReport\5 Drainage Report. doc
Page 5 of6
8 CONCLUSION
.', .
The proposed development provides stormwater conveyance that can safely pass the 2S'year
return event and provide stormwater treatment for the City of Springfield water quality event of
0.83 inches per 24-hour period as well as the 2-year storm event. All proposed piping and water
. quality swales conform the both the City of Springfield standards as well as the City of Portland
Stormwater Management Manual.
P:\2005\05-063\Hydro\Report\5 Drainage Report. doc
Date Recelved:-1j!./JP/7i
Planner: AL
Page 60f6
Figures
HorrLDEVELOPMENTEX~nNGDRAWAGEBASWS
t
LEGEND
DRAINAGE BASIN DIVISION UNES
~." "'I
" '," '
,', '~",',
" ',~<,,"
DRAINAGE BASIN #2
l. . , , 1
'//",-, '
. .,
// ////,'
/. /;
,'/ /' /
DRAINAGE BASIN #1
1\\\\\\\1
\' ,\\\
\\'-'\\\\
:,\ \ ,,\
DRAINAGE BASIN #3
~
I
I
160
" y
!..!
\
~
\
! :
i..,:
EXISTING DRAINAGE
BASIN #2
\
I--
C/)
~
Q
d
Q:
~
Lt
~
~
,
,
\!
Ii
"
\!
i
-"
BASIN #3
:!: 1.1 0 ACRES
. I
~&
~
&
~~
~
~~
~
-P
/<<J
~
~
j
{J
~
HOTEL
DEVELOPMENI
EXISTING
DRAINAGE
BASINS
DESIGN
TPLUM
SHEET
10F2
DRAWN
I CHECKED
I APPROVED
J. VAN AGTMAEL
OWG
05-063.DWG
TPLUM
DATE
TPLUM
PROJECT
05-063
,
HOTEL DEVELOPMENT PROPOSED DRAINAGE BASINS
LEGEND
~
R
W
DRAINAGE BASIN #2
n
u
~
~
DRAINAGE BASIN #3
. DRAINAGE BASIN #7
DRAINAGE BASIN #4
HORIZONTAL
r ~ ......,.---.
. _'1.
I
0' 80'
~ ~"""1
I
760
-''-''
- ~--_.---_."--~
>/~..:;;;.:--:::~~-:---'-_.---_:=-"=.:~--=~- _:{
.-=.---=--- ,"J
..--------- ./
\
NOTE: SEE ENGINEERING PLANS FOR
PLAN AND PROFILE OF STORM DRAINAGE
SYSTEM.
BASIN #4
TO PUMP
A=0.159AC
L=141l
S=12.0%
PARKING
I
&
~
&
~'I' .
~
~
,~
~
~
/.
~
~
~~
.,\'v
~
Q3
HOTEL I DESIGN J. VAN AGTMAEL SHEET
DEVELOPfvltl'i1 I DWG
DRAWN J. VAN AGTMAEL
PROPOSED
DRAINAGE I CHECKED T.PLUM DATE
BASINS I APPROVED . T.PLUM PROJECT
20F2
05-063.DWG
05-063
Appendix A: Stormwater ScopingSheet
J9/2006 09:20 FAX' 541 736 1021
(jJ:
CITY OF SPRINGFIELD 'PW
141002
. .-.-;.
\(
~.
PUBUCWOR,KS DEPARTMENT / Engineering Division
Fax: (541) 736-1021
STORMWATER MANAGEMENT SYSTEM SCOPE OF WORK'
.' . (AM> below d.is l11Iejillerl out lry API rictmt)
(l'l=e r.titrn to Mati Stouder@ Ciiyo[Spri11fJfie/d Public Works e.giner'ng; Far # 736-i021, !'hone # 736-/015),
emaiJ:mstouder(fiJci.sprin/ifieldo1'US .
Project Name: S"..',,^~~e\.I. \\.~\ i)e~\I..,ptApplicant: TroY I.. PI.';". p~
Assessorspareel "'..; \""l_o~.15'33/I.ots \<;61>.1&40 Date: '3 Jg 10"
Land Usc{s): jj.l~ t>.ul~ ((.ooI..."j~~ .~~hobe #: 1{54]) 926-7634 I .
p.roject Size (Acrcs)' l2.8]acres CJ)1""jFaxit: (t;l/t)'1Zh-7S3'1
Approx.lmpe....iou.Area' I"qg"'~e~ Email: +pt.... () r...",wes+e.c.,,,,,
Project Description (Include a copy of Assessor's map): ,. hi_ pr .jed' ..,i II cr-.....+-" ... ........
\toTe \ Aevc.!"'PTl'."",t. -rl.e el\;~+"'~ s;\-.o. i~ '" 1.,.-\-.1 -r"'''+ ulil\' ,... .1elM.ll~t..~ tc
,,~'.M..oI<\~.. <:-b..,;f-....~n 0... ..f.... ....,.., Lo"l-e!. rke rV'-p""""'/ d.evel,I'.......i.-.+
".J,II dec.,.......~ 1-1.... +0+,,1 ;"'f,.."."i 0....5.. ~"''/''.f...~ ..\'"t-\." 5;",".
. ' ..\ .'
,
-
. Drainage Proposal (Public connection{s), discharge locatlon(s), etc. A tach additional sheet{s) ifnecessary:
Tkc l''''If''''''.1 devel-r"'''''''''''';\\ II.l-i\i.UI. eJ/.{st;,:) d\,S'<-1.4":l~ l..e...H....~ b..
Go......... ~""" ~.....L) G-c>W,...."f S;~cl-, ""...r ..~ ~...i.j..j .l.;~t.1. l.e+....s........ +1..\5
"',.....,...v+j ......;. 'f\....., $.:,\-I-w"'y "......-,.......1'. ?lu~ s"'''' a.'<-+o.c....~,,; ~"l..a.i.t-s
..:le~;I;"" 'P....I'''sc.l. s.i~.. "..................~". .l.'5<-1......-:5'" \ ~"...+;o~.s.
ProDosedsro;:~"';ate.- Best Malll"l!em~t pra~tic,,:,,: . . 1- .- .
~e s~ will unh:r.c=: undergn;nmd ~ormwafer qU.~~lty faC11mes 1D addiuon to .oil!\fater scpar.UOr catch ba.si~.and some of the
followmgbest maoa,gemcnt pr:lchcCS from the CIty of Portland StOl1tlwaler Marlagcment Manual: IntilmhOn Plante"" FloW
Through Planr(:[ll, Vegetated Swales, Grassy Swales, Vce;_ed Filter Strips, 1IIl. V.gotated Infiltration Basins.
,
. (AN-a.beInw tIUs line filled <Julin' the C'/J'; amJ RdJ.trlwf ID tIu! M"ru:anl!
(At a minimum. all boxes checked by Ii!( eil]' on t/t2 font and 1aek of/Iris sheet shall be ,ubmilled
(or CUlooolicatiOo to be comolete (or submillal. althoU/d1 other requiremerrls may be neceSMFY.)
I
Draiu"",e Study Tyoc IEDSPM Section 4.03.2', (Nnre. 11H mav b<i substituted for Rational Method)
OSmal! Site;Study - (use Rario~al Method for calculations) :
o Mid~LevelneveJopment Study - (us. Un;!: :,~.c....ph Method for c' Iculations)
IiiJ Fun Drainage Development Study - (usc Unil Hyorograph Method f,! calculationS)
I
~ }- 2- '((lie j ~ 1(rM:~ Hillside Development:
. FloodwaylFloodplain:
"Other Jurisdictions
E.!!!il,-,omental COD..'iiderations:
Ii Wellhead Zone: C> ~ I
Ii WctlandIRiparian: t"JIfI
S SoilType: 11-- .... (Join U t'1o?..
) ..
tli./o..
~.A
Downstream Analvsis:
I~~.
~
~
Ii N/A
o Flow line' for starting water surface elevation:
D Design HGL to use for starting water surface elevation:
o Manhole/lunction to take analysis to:
Return to Mett StouDer@ City of Springfield, eme/I: mstnud..-al."qrinufield.Or.Us, FAX: (541) 736-1021
I
1
,
I~
J9/2006 09:20 FA! 541 736 1021
CITY OF SPRINGFIELD PW
141003
"~.~, ."
0,
I
I
.1'-".
c
..J
-'--';';:'
",.,
.,
,,;..',
COMPLETE STUDY ITEMS
:For Ofrklalllse Only:
f!I<
..,~. .
"":"-;- ,., -".''- ,- .
. Based upon the i4~rl7f<Zti~. preNided on the fronl if this SM<1. tlle foilo~'ing "presents" minimmn if what is needEdfor an
app{ielJ1i~n 10 b' c<>mp/de for submit/a{ wiJh rop<<1to draiJ>tJgB: huweuer, this {ist should not be USLd in lieu ofrhe Springfield
Df!V4lopJ1MIU Code (SDC) or the. City's Engineering Desip Mamz.al. Compliance ;.,glcJt these require~n1S does not cOrr!tilute sire
approval; Additional s~ sp&CificW",:mailon may be rsqw.'red. No~: Upon st:'opJng sheet submittal. enSure completed/orm has been
,;gned ill 1M space proVided below. _ '.: - ." ".. _ . .' .,' .
..,;.7,. .;:...,....,.
IlIlerim Desiglt Sbn~.tu QualitY (&DSPM Chapter 3)
J/J<<r'd NfA .
ill D AU non-building "",ftop (NBR) im]>Ol'llious surfal:,es sMail be pre-lreal<'d (e.g. mulli-cball1bered catch basIn w/oil fillra!ion
media) for stonnwatcr quality. Additionally. a minimum ofSO%.ofmc 'NSR impetVioLlS surface shall be tteated by
vegetllted molhods..
Ii 0 W-herc require~ vcgct'Stive stormwatc::r design shall be consistent with interim desi~n stan~ds (EDSPM Section 3,02). set
forth by the Bureau of EnvironmcnraJ Services (BES) or Clean Water S.ervices (CWS),
o III For new NBEt impervious area less !bill] 15,000 square fcot. e simplified d~sign approach may be followed os specified i>Y
theBES for vegetative =uncnt .
, Drf a smrmwa/er treatment swale js proposed, submit calculationslspeeifteations ror sizing, veJocity. flow, side slopes, bottom
,lope, andsecd mix consistent with either BES or CWS requirements. : .
.. 0 WatcrQuality calculationusrequired in Seclion 3.03.l oftheEDSPM
o Ii All building rooftop mounted equipment, or othl!r fluid cont"aini:og equipment loca.ted outside of me: building-, shall
Ix: prO'o'ided -ith :-;cc:ond8J)'co~inmont or wouth~r resi:itMt ent;losurc.
G.n....l Study Require",""'" (EDSPl'f.$ediou 4.03) . .
~ 0 Droinage :<tudy prepared by a ProfeSSional Civil Eosineer licensed in the Me of Qn<goil.
o .A.C01I1.Pletc drainage study, as required in EOSPM Se~tion 4.03.1. incIU.di'Dg a hydrologica.Jsmdy map.
o Calculal100s sbowing system capacity for a 2-year storm event and Dvefflow effects of a2S-year storm oven"
~The time of concentration (Te) shall be determined using a 10 minute sian time for develOj>ed basin,.
Review of Downstreom System (EDSPM Stclion 4.03.4.C)
o filA downstteam drainage analysis as d=ibe,hn EDSPM Section 4.03.4.C. Oo.sire drainage shall begnverned by the
Qn<gon Plumbing Specialty Code (OPSe).
o itacvallons of me HGL and flow lines far both city andprivnto sy'tcms where aPplicable.
Design DrSlo"" Sy_ (EDSPM Secllon 4.D4)' . . :
. 0 Flow lines, 3lopes, rim el~on5. pipe type and sizes ~Ice;l'ly 1n~ic!l.t"d ~fI, the plan set. . .
o II Mil1imiJrn pi~ cover ,hall be 18 'inches for reinfotcoo, pipe and '36 inches ,for plain concrete and plastic pipe matt;"['ials.. or
proper en,....mccriog calculations ~hQtI -be provided when less. The: covet shall be sufficicr&t to support an 80.000 Ib load
MthOUt failure of the pipe structure- .
o gMaoning's'o" values For pipes sholl be consisrenr with Table 4-1 oftheEDSP. All sronn pipes shall be designed to
achieve a mWmurn velocity ofthm: (3) feet per secood at 0,5 pipe full 'based on Table 4-1 as weU.
Otb.rlMisc
Ii 0 Existing aud proposed contuurs. located at one foot intervaL Include spot elevations and site grade, ,howing how site
dtains' "
__ 0 Private stomlwater casements shan be clearly depicted on plans when private storm water flows from one property to
another
o .. Drywdls shall not receiv.e runofftrom any surfncew/o being tteated~ one or mon=: BMPs, whh the otcc:ptioa of-residential
building rOOfs {EDSP Section 3.03.4.A}. Additional provisions apply to this OlS required by the D..EQ. Refer to the web-site:
www.de!o"~~_nr.usI~dwaluicMme.hcm fOT more infonnatton..
o ~c:ntion ponds shall be designed 'to limit runo{f[O pre-deve!oP1.1lcn1 rates for the 2 through 25;.year storm events
"TiJ.isforrn shdlI ~ Included tJj an aaachmen~ in.:<fide.tlte.fronf co"'u. of tl,e stonrrwairr study
'.IMPORTANT: ENGINEER PLEASE REAINJELOWAND SIGNI
AS tlte engineer ofJ:etord, I hereby certify. the above rCljuired items are ../'i ~ /
complete and included with the submitted stormwwr study and piau set SignMme ~ f /'I--
Form VersiOD 2: March 2004 .
oaleS-/ZYldLl
J
Appendix B: NCRS Soil Data
SOIL SURVEY OF LANE COUNTY AREA, OREGON
0
g
;0-
'iI
0
g
;o-
w
~
0
0
w
r
a
fi?
r
0
~ -,
;o-
w
~
0 ,
Ii!
~-
.
0 0
g g
r ~
a ~
9
~- ;0
. 'iI
0 0
8 8
r ~
~
:-.--.
Meters
200
,-,
--,
o 50 100
o 200 400
800
1.200
Feet
1.600
USDA Natural Re.murce~
Cun~etl:dion Senlre
3/10/2006
I'age I of)
USDA Nalunll Re~our~es
:"'"",ii Consenalioll Seni~e
MAP LEGEND
o
Soil Map Units'
Cities
J Detailed Counties
Interstate Highways
Roads
Rails
Water
Hydro'graphy
Oceans
SOIL SURVEY OF LANE COUNTY AREA, OREGON
MAP INFORMATION
Source of Map: Natural Resources Conservation Service
Web Soil Survey URL: http://websoilsurvey.nrcs.usda.gov
Coordinate System:,UTM Zone 10
Soi.l Survey Area: Lane County Area, Oregon
Spatial Version of Data: 2
Soil-Map Compilation Scale: 1 :20000
The orthophoto or other base map on which the soil lines were compiled and
digitized probably differs from the background imagery displayed on these maps
As a result, some minor shifting of map unit boundaries may be evident.
3/1 0/2006
Page 2 of3
.'.<
Soil Survey of Lane County Area, Oregon
Map Unit Legend Summary
Lane County Area, Oregon
Map Unit Symbol Map UnitName Acres in AOl
Percent of AOl
26 Chehalis silty clay loam, occasionally 18.2
flooded
7.3
32 Coburg-Urban land complex 79.5
31.9
75 Malabon silty clay loam 49.0
19.7
79 McBee silty clay loam 5.7
2.3
96 Newberg loam 2.8
1.1
USDA Natural Rl'SOIIrCl'S
-...-= Consl'rutioD Sl'nice
Web Soil Survey].O
National Cooperative Soil Survey
:,;,
3110/2006
Page 3 of3
Physical Soil Properties
Lane County Area, Oregon
[Entries under "Erosion Faclors--T" apply 10 the entire profile. Entries under "Wind Erodibilily Group" and 'Wind Erodibility Index" apply only 10 the surface layer. Absence of an entry, indicates that
data were not estimated]
Erosion factors Wind Wind
Map symbol Moist bulk.' Saturated Available Linear Organic erodi- erodi-
and soil name Depth Sand Silt Clay density hydraulic water ~xtensj- matter bility bility
conductivity capacity bility Kf T group index
Kw
5:
Awbrig
26:
Chehalls
31:
Coburg ,
.:jt..
32:
Coburg
Urban land
75:
Malabon
USDA
?-
In
Pet
0-7
,7-29
.29,60
. 0,13
.....
, '.13-55
.'55-70
'.':
. '''0-18
18-53
. : ':.53-65
.,' -~ "
0-18
18-53
53-65
Pet
,',<"
27-30
50-6.0
. 27-40
Pet
glee
micro mlsec
In/In
Pet
Pet
30;40 '
25-35-
25-45
. R.
27'35
~5-45
"':':: .~. ,-,15.:30,:'
1.30'1.40 4:00-14.00
"
'1'.30,1:40,0:01-0.42
.. \32~f~(r~; .:~Y~:a9:~4:99'
0.18-0.22 3.0-5.9 2.0'5.0 .32
. ';;\6!~};~~~":{'J~:::Ji~6;:;~' ::~;~t;.;~,3i
7
38
,.
.... ,
.i;;
1.foW30" :''4'00:14.00
. " ".~w"~l:'il:Lt: ,-., ',' .:f' ';1'"' --..
. 1.20~~':10 ~'4.00:14.00
1 ~O;(~O:_.~' 4 OO~14 00
.:,').'6:1g~~r21, .\';~,3:0~5:9" ,"'. .5iO:~~,~ ',,<;*4.~; ~24
'~:1:i'021':'~'3.Q'5.9 ..:20'3.0 '.28 :28'
'D}~,,0,21 .,:0:0,2.9 '0.0,l,O..3?.. 32'
7
38.0' .;~
,.
" ,i'ZoH:.'4Q:" ;;.4"ii6:1400.:. 'O'fB:020
'. 120'J~0.., 149,~00, . .9.18,0.2.0
",,',," ..~~-Aft!""::.-.':'.'".'"',l'\,,.. "', '_.'.' ',' """', '
, . 'J.2.0'2.'19 ',;.;J'4,OQc4?oo; ,,' ,0.13,0,15
"'3.0,S.9"""}'O'6.0' ,
3.0-5.9 . '(0.5,2.0
. ':;~;:O:O-2.9 N;~o:q~8..5~
"?B -.,. .28 . . ".'5'
~.~11 i,> ~:;. :~~_:~~~~!~(;"
7
38' ':
,
27-35 '120:1 '40 4.60'14.00 0.18-0.20 3.0-5.9 io,~.o .28 . .~~ <;':5': ' 7
,
35-45 ":20,:1.40 .. 1.'40-4.00 " 0.18-0:20 3.0-5.9 0'5,2:0 :37.
15-30 1.20'1:40 . 14.00-42.00 0.13'0.15 0.0,2.9 0.0-0.5 .24 .24
38
"
0-12 27-35 1.20-1.40 4.00'14.00 0'.18,0.20 3.0-5.9 4:0.6.0 .24 24 '. 7 38
.12-42 35,45. -.. ;I"~.:,, '-;"40~4:00 . . 0.18.0:20 '.' 3.0-5.9 "O~'40:'"' .28 .28~'\
1-20',1'10
42-60 ... 20-35 1.20:1.40 4.00-14.00 0.18-0.20 3.0-5.9 0.0-0.5 .32 .32
Natural Resources
Conservation Service
Tills report shows only lhe major soils In each map unit. Others may exist.
TabularData Version: 4
Tabular Data Version Date: 12113/2005
Page-1 of 2
Map symbol
and soil name
Depth
USDA Natural Resources
?-- Conservation Service
Sand
Physical Soil Properties
Lane County Area, Oregon
Silt
Moist bLilk
density
Clay
Pel
glee
. 2T;3~ ~ia.:1:20~E40
35-45, 1.20-1 AD
20~3'5-:.,J :,':1:20':: 1:40
,-'q,', .L.,...'_
27-35
. '-"'.- ;...f.-
25A5':' .
2~A5.'t,~ _,~
" 1.20-1.~0
'1.20'1AO
.120~1 AD
:7-15..,..
'5'_;5j');f~''<'.
{ZOo fAD
., "'.
1.20,1 AD
?~15,JF( ::'1'.20~l.40
., "1::;:~;:. ., ,
5-15\~"'1:;: ;+.20-~j.:40'
.
Saturated
hydraulic
conductivity
Available
water
capacity,
linear
extensI-
bility
Organic
mailer
Erosion factors
Kw I Kf I T
.24: ,:,,'24
, .28 .28
:~?;~~~,;,/,32
28
'.28: ';
:-Z8
.28
28
'-:32 .
. ',;- 5~.
.28
.28
.15:~0'.;: _,; 1.?0;150
, '.J25~'3s:~!t';~:::1(20:11:5o"
:'-'.'< ;-"',\~(l.d'::'''~'-P':F;''''', -
. 0;1~~;i1~~,'f,,1.~o.~~{~O
, ;-:~{;.s;;kJ~J/.;< ~~~Tt ~..~
. . . 4.~,6-);fi:~~t~;it~t2i\1~d_~i~i,:~~,,:~i~~~~;t~:~ ,/ ;~t9-~'Jq,_ ;.: .~9, ~.: . .2B
4:00;14':OO"_:;":;U 0:09~O;H;; ":';~;3:0~5_9(, ~ .\~ '-1'.O.3.0T('~."~20.;'- '.37
'<+i:<:"""-""t:'l~. -~",--..., .._~ "",'1":-"':" p",. "'".- :'-." '.' . ._",:-; . .
, i' 14 i"; ,~7i!::' ;t.~~o 03~D_05 :;~?O:O~2~9: '0.'1-1.0". .oi~' :-~15'
90~709:QO)~ -)f,H~;:r" ~j '. ;.,: ~\ .("; : ...:
miero mlsee
Inlln
4.00'ROO
1.40400
4.00-14':00
. -. :'018-020
0.18-0.20
>-'~::)9::!8::6~'20
4.00'.14.00' .': '0:19'0.21"
;, ,- "~i-l',-:r2:\' ;;' .
4.00-14'.00 ". 0,13,021'
. .-..- "'r:.,'.' '.' :". . - <~_" .. '. . '. .
406.14.90.: ',~:,g,i 3-0.Z1
'14,00-42;00 .:.f";~(}:1'2~O;''''5''
140b'~2"6o;<:'6'f1-2.0; 5
Pel
Pel
3,0-5,9, "'4.6:6.0":
,~l~~.:~~~.;,:~i' :~::~l~~:~
'3'0'5.9 3.0'6.0
:!~;~)~: :,\~ 6~:16 .
:{l0:0~2:9-
';'.--,..
'-0.0'2:9'
.,J2:6~~;-6'~ ~
;'"~O.5~1'''O'
1400'4260~'10201b23.6b'2.9 ~'20-4:0
1400!4?qb~,~;;Ei2'015" ::. f.fo '0;~g'~'Y!iO:5;1;0
Tabular Data Version: 4
Tabular Data Version Date: 12/13/2005
':,~8-' :r
:24
.32 .32
.24 ~: ,28.
Wind
erodi-
bility
group
Wind
erodi-
bility
index
,(
5
8
o
, 5 .
.3't<
'.86
..3 .
.;~- ,l:
'.'
:56
~~,
5
8
o
This report shows only the major soils in each map unit Others may exist.
Page 2 of 2
Engineering Properties
Lane County Area, Oregon
[Absence of an entry indicates that the data were not estimated]
Classification Fra~ments Percent passing sieve numberu
Map symbol Depth USDA texture I I Liquid Plasticity
and soil name >10 3-10 limit index
Unified AASHTQ Inches Inches 4 10 40 200
In Pct Pct Pct
5:
"Awbrig 0-7 Silty c1ay'loam -do'" -1\:6: " 0 0" ':-e,,,," '10CV"';' 95-10'0. , 90-100 .85,95 35.45 ..::15-25
. , ,-\
A-7
7-29 Cfay,'Silry,day "CH;c .c';:' A~T <s~ ;;~19 ~ '90~1 OO:~~~,t 90-100; .,'.;89-95 .. - 55'75. ~{,: 25:45 h
"fMH ,"'-""-";", ., . , '-':i "::~'- ,~. "
29-60 Clay loam, Silty clay I.o~m CH, A-7 0 o :. 100 . 90-100 90'100 , 75.95 50-65 20:35.
MH
26:
Chehalis 0-13 Silty clay loam CL A-7 0 0 100 100 95-100 85.95 40-50 20-30
13-55 Silty clay loam, SiIt,la.am ML A-4. 0 0 100' 100 95-100 85-95 35-45 '5:15
A-6, ,
A.7 "
Loam, Silty clay, 'Silt loam i06 " '.,l ':!>_
55-70 CL A:6, 0 O. 100 :. '90l100' .70-90 30.45 " 10-20
A-7 ..... :~.
'*'
31:
Coburg
0-18
18';;3
53-69
Silty clay loam "",_: '., . . SL - A~6 0
SjjtY.CJ~Y-;';SiItY"'d~Sdbari1:~~.':)~'~J,c~:_'-~'" ' A 7, #.. \ 0
. Clay loam, Fin~ 'sa'ri(iy'IO~';"2 },' Mi.;'o. '::,l,~.',..,.:>-.:.'~.l.:.~.':,.~.r.;._.~.:..~,'.:.~\.,:~",:,,'~<,',".,._. ~_".j~.?;_~
. Lo~m,,,-:' ,~\.~;V~Ki~~:~ i;~~,"~:r'?~':~;:.' :'. v s,::,'" ';''-. .
o ,. 95;100 .90-1~D~. ;.85,100,..,.. ~0'95
~+ ;'i~,~~,,.... '"1''' 1':",I';J",.,.."~,.~_,,,...-.,t__.,_.,
o '~>' '''95-100 -. '90-100",,"'85'100 ",80:95';'
: ;"_ :".<;", . ",:~,;T:, -'.i;~",:_'t'_ ."v.. _ . - ~.. "r<\-~..;;'l, .- _ '. ., - ,
oJ~;0,'1'~~90f100'1,";:)'85-.100r :"''f,'7D-90 }j...: 46~65 ,,'
. :~~~d~ti~U~?r.:,,7;rf~;;"~' ::,~~if;:W~~.._~~;~);:t:~:,":;: :~,,'
30-40
(>"40!50
.' 25-35
,~,-j~'1.5
.,'.. -~-,-'"'
'15-25 '.
.4~NJ?h 0 '
-~~~\;L.1&.1~~:~
32:
;' Coburg
. !
, t,9~:18; , . ~~!ty -~l~Yi ~9aibl~:ct}t~iN~ ~\~'-;~~GQ~~~;f~,~~'~:&~~~~~.r\,~t,. ~~,: Q, '.
:18:53 ,Sllty'c1ay: Silty,~layJqam"" .:,,~,':;-:CL<' ".. ':~1,~)~'N?~5;;"" > I~,:'i' '0 '
:-~~~f~? ';', ~1~~~~,}(,'g:t~\~~~tO~~;:-~t(#~.,' ~:i~~~itft~i1;:~li~~~~~:}~~~/',:~:.-",
. .. .
; :,:2!k~~;.iir~~-~fr9g:~~J~"Bq7:12Rh~1;',~,~~logE.::~,',:.,,~0~,95 "3b~~Q.,.' :,; \~~:~_~~:j
" '.o!~'~~;:. 'J~5-19_0: .~'- ~q:1 OQ,)~;\t;:~~:1.o0 "J' . '80-95;, '40-50.;"'; ..z:1'5:25::~.
;j~J~;~i}9co.;1.!gg,iS 85i}~~~~~~J..~'1~:~jt;;1~:~;5:, J.:; ~5:~:: ::':':~N~~f:1i
".
.',
Urban land
Natural Resources
Conservation Service
This report shows only the major soils in each map unil, Others may exist
Tabular Data Version: 4
Tabular Data Version Date: 12/13/2005
Page 1 of 3
75:
Malabon
76:
Malabon
Urban land
79:
McBee
95:
Newberg
96:
Newberg
USDA
?'-
Map symbol
and soil name
Depth
0-12
12,42
42-60
0-12
12~42.
42-60
0-24
24-41
41'-62
0,14
14-65
0-14
14'65
Natural Resources
Conservation Service
USDA texture
In
Silly clay loam
Sj)fy.clay,,..~jJty cJay.I~,?m'
Clay loam; Loam
Siliy clay'19am~
~ilty .day:.~iIty clay loam
Clay loam;,loam
Silty claxloam
Clay'loam, Silty clay loam,
Silt loam
Gravelly.[oam,_ S[lty.clay';.Silt
loam'-"' .
Fine sa~dy 198m
Coarse sandy-loam, Fine
san9Y IO~!l.!t,$andy I<?~m;',
Loam
Coarse sandy loam, Fine
sandyloam'S~f!dy loam
Engineering Properties
Lane County Area, Oregon
Classification Fragments Percent passing,sieve number-- I
I I Liquid Plasticity
>10 3-10 limit index
Unified AA8HTO Inches Inches 4 10 40 200
Pet Pet Pet
ML
CL
ML
'ML
CL
ML
ML
CL.
ML
CL: .'
GC
SM
8M
ML
8M
A-6
A~7: i'~_;
A,4..
A,6.,:
A-6 ,>.,.,."'
A,7.
A:.j',-
A-6
A-6
A-6
.;, "A-G,lf!7';'
A-i
"
'A-2,
A,4
A-2,
.,...'4'
o
.,- 1
o ~,"".1-
"'0>,::2;<"
,,16-':::
o.
0'. ,<
o
o
o
\" ..~
o
'-',",.i
'A-4 ; 0<
A,2 0
,;.:4', ,"
Tabular Data Version: 4
Tabular Data Version Date: 12/13/2005
- 0
o
o
.><:
._ 0
o
," ,.~.
o
o.
o
95-100
95-100.
95,100
90-100
'0.<. 9<0,100
85-100
.,,,01.'
'95-100;." .'96-100
95,100 ,,',90:100
95-100_ ,', 85-100
o
o
100100
100 100
55:100',;,'50-100.
~. ,;-
'0:.>',";",
o
0"
'100 100
-~ }~'JW,~:)", :;~":S-1 00
100'
75-1QO
.'
100
75-100
80-100
85,100
"70~100'
,;
80-100
85-100
70-100
75-95'
'81J~~~ ."
60'80 .
- .':-'
.75:95 .
,'69,95
,0'.:60:80 .
;-":'
95-100 \85'95
'.
95-100 80-95
, .,~,,:~*,.:,.",.
~50~,1 QO .-y:l~45:95 \
60-85
40.85
90-100
40-85
'30-50"
,
"i:,~ .L;:.', ."
" 25'50
;:1"<:i~::F\\" > "'"
'~165!.'85~
,25-50'.
,'';;.:.d.r:-'." ..,;., ',"'
,.. '<~.c, ..
35-40
,'1~~~50
30-40
35'40
.,.45.50
, . 30-40
.35-40
34.40
"35'50
20.25.
20-25
10-15
2o~i5<'j
5-15
,",.",
10.15
20.25:.
. '~',.j
5-1?"
- 'i!~:"'~
10'1if':
1_0.15 .
i ~,J.; i,~
1o,tF
NR,S'
.. ,
N~~54
~lt:~~,
30,35' ,.' NF>'5';'
20-25 NP:5 :
This report shows only the major soils in each map unit. Others may exist.
Page 2 of 3
Map symbol
and soil name
Depth
119:
Salem
7-26
26-60
Urban land
USDA Natural Resources
Z '" Conservation Service
Engineering Properties
Lane County Area, Oregon
Classification Fragments
USDA texture I AASHTQ >10 I 3-10
Unified Inches Inches 4
Pet Pet
In
0-7
Gravelly sil.~ loam
CL.~L,
.:,~;rJ};.:\i~-.
GC.GM;-
~.'" GM"
l,f'i_ Me'
Gravelly Clay loam, Gravelly CL,
sandy clay loam, Gravelly Gfv1".
,silty clay loam ~: .:~ .-MLd:: ~.,
,'~, . " :",fi"";"S~, .
<.>Very grav.el_IYJ,9ar:nY.~_~!lcj'-l;'.<,;' .98,-""
- Very graveny sand, ;" '.'~ GP;-GM;
Extremely gravelly sand SP,
,.' . SP:SM:~
:..'v
, "',.,'\
'..
A-4
A-2.
~~~;#:~~~~t:.,;
'../' ;f'~
'"A-1 ...:~~~:~~~;~
,f.,
Percent passing sieve number--
o
d,
'~-~~i.f~,rltf': '\ ".~_
o
0-5 55-80
0.'
~, i'
~t'
10
50-75
'...
50-75
'15-50"
40
"{:~7:751~
"~. "';c\'-'''
+.,--"
40'70
l~":~ "--It . .'
..10-35"
.....'....
. 200
. ~0.70
-"';',;
20-65
.0-10
Liquid
limit
Pet
25-35" .
35-45
1"
Etit~,~"
0-1~
Plasticity
index
, :~;~~;~:::tt
10-io
"
. F~~<
'.
Tabular Data Version: 4
Tabular Data Version Date: 12/13/2005
This report shows only the major soils in each map unit. Others may exist
Page 3 of 3
Water Features
Lane County Area, Oregon
(Depths of layers are in feet. See text for definitions of terms used in this table. Estimates of the frequency of ponding and flooding apply to the whole year rather than 10 individual months. Absence of
an entry indicates that the feature is not a concern or that data were not estimated]
Map symbol
and soU' name
Hydrologic
group
5:
Awbrig
D
26:
Chehalis "
'8
31:
Coburg
c
USDA Natural Resources
:;::- ---= Conservation Service
Surface runoff
.J);-
Month
January
. .:~February',:_~
March
April .
May
November ..
., .' l. ..:'"
, "\;: Qecenib~r ~l'
, .
. > j: ~anl!ary ..:
. :;':~.F"~~r,~arti/f\
)'.'March ,",.
November
,"- -;'.-,-,
. ;;~ December ~ .'
January
','F,~Qr~ary' ,~
March
April
. May
November
'~; December
Water table
Upper limit
Ft
0.0.0.9
J;,O.P:9,?
'0.0-0.9 .
0,0'0:9
0.0~O'9
. 0.0-0.9
.' C(:\'o:'<~nr9: ~ ;
:, ~-~_~;'t ::'
1.5'2.5
.1.5,2.5'~'-.,
,1.5-2.5
1.5-2.5
f5-2.5
1.5-2.5
. '1'.5',2,5
Lower limit
Ft
>6,0
>6.0
>6:0
>6.0
>6.0
>~~p
>6:0 . .
>6.0
-;;<;-" '>6.0.,,','
," >6,0
>6.0
. '>6;0
>6:0
., ,.'>6.0
Surface depth
Ft
J
\>
Tabular Data Version: 4
Tabular Data Version Date: 12/13/2005
Ponding
Duration
Frequency
Flooding
Duration
Frequency
None Brief Rare
. .,-, c~-, ~:;':" .None Brief . Rare "
None Brief Rare
None ,. Brief Rare
None Brief Rare
None Brief R~re
'N'cine Brief Rare ~ ~~
-.t,_
-'
,
. _ .N"one
''''None
None
,_,,~one ','.
" :'None'"
None
None'" .
None
N~~e
None
None
None
, 'Brief
.~Brief
Brief
. . "B~rjef
. .Brief
Occasional.:.
, Occasional'..
Occasional
Occasionalr.
, -", ."j-');i,'
Occaslof)al'i:
~' . ',~ .;~~
None I,.
None;~~~i~;'
'None
None "
'.,
None ,~.~.
--I.
None .-,:.';
.None.,,~ij;A
.' ,.,.,',
..
This report shows only the major $oi1s in eaCh map unit Others may exist.
Page 1 of 3
Map symbol
and soil name
Hydrologic
group
*
32:
Coburg
c
-.:,
""
Urban land D
75:
;Malabon C
76:
~alabon C
Urban land D
79:
McBee C
,.
USDA Nalrrral Resources
=--
- - ~.... Conserv'ltion Service
Surtace runoff
..,.;
Month
\
.,,:;.~:,~.an~~.ry. .
::.-v,.:February
. i'"
. ~arch
; .~!~f,.priL
May
Novemb~!, .:,
Decemqe(,f"
Jan-Dec
. Ja~n-Dec ~
J~f!~Dec
J~ln-Dec
,
" ,'. P
.~~~miary ~
February
March
Apri"l. ..
~ November"
.'" .~.." ". '''i',,-r,.l'
Decembe"i., '
Water Features
Lane County Area, Oregon
Upper limit
Ft
1.5,2.5
1:5'2.5:'
1.5-2.5
. L5:2.5,;'
15,25
15.2~. .
1.5-2.? ;:,
Water table
Lower limit
Ft
':"r~E
...., .F:.> ;!,'
~~1\~t~~:q~
.. "~I <' >6~O'
Ponding
Surface depth
Duration
Ft
.,.: .
._.i~'~~-, ~"
~:~~~:~' :,,/.:,;~~;~,;:~,;~.~:,
.." .';f.. .....,
, ~~:~~ . ; };':J,';~:'F" , ..
2 0 ' .' :'_'~;;""'~";t},?,.~...,. .",,/'..,..
. ~3.0<"'r~4,~)>t:>6:0.""-:,i\>'
->-w . iJi 'X"h, ~,~
20-30 -' '.. ~,'.>6g
-. j
~~:'"
'I>.
Frequency
Duration
Flooding
Frequency
-l .',None
"'.
'Noi1_~
_ ',' ~_one
-,. 'None
- ;''J'.~: .
.~,~. , .t~o~e
. ' " N'one: .l;~
. t." ,"""'t
,-i\-None c;"'~
None
None'
None
c',
N.O~.~"~!lf~;'\'{
N6~~'h~~\:'.:,:~,
. -.!' '~,'.
j~~~~t
None
None,';
None
~...,:.
None
Fr~quent
:Ffreque'nt: >
'f~equent
.<,:,N..~n~< '.
;" Freqiie'nt~.
Frequent
Tabular Data Version: 4
Tabular Data Version Date: 12/13/2005
This report shows only the major soils in each map unit. Others may exist
Page 2 of 3
,',.
None
Nbri€l~
None,
None,
None ','
;;NO~~~;;~.:'
N~i1e""
" ',' -......~rief
~,-" .
<:..,' Brief.
','.0 Brief
. '.,~ -
-~'\Brief'
Brief
95:
Newberg
96:
Newberg
,,'
119:
'Salem
Urban rand
USDA
=
Map symbol
and soil name
Hydrologic
group
B
B
-,,',,;'
B
o
Natnral Resonrces
Conservation Service
Surface runoff
Water Features
Lane County Area, Oregon
Month
Water table
Upper limit I. Lower limit
FI
FI
Surface depth
FI
:-."
. .: JWD~~'rY~:.'j;,i~,~\~;~:{~ '..
;t,;:~~i~l~A~L:
.2~:R~~':p'ec:~,!;j,;I:~7,-,: ;,- -
Jan-Dec
Tabular Data Version: 4
Tabular Data Version Date: 12/13/2005
Ponding
Duration
Frequency
< .~~,,~;';+:,;;>;'~_NNoO..nn"~e~:' >.
. ~~. .
~~~~ ;':.!~'~~{tt~tr..~~~!.t,
.' :"None
. N~i1e'
N'one-:
N6f!~
;.....
't~lj~*!:~~:,_ Non!f;; ~;:
None
Duration
',Br!~f'
Brief
"Brieff>"~
(f....
"', :".Bnef.t~.'
Brief
~r!e~ .
'Sri?f
Brief
':,."
Flooding
Frequency
'OccaSional.,~
1 "-,-' ';.'"~; ,"
'Occasional -.~
" "",'i'
4 9~9?s!on~I,~,
:tQc;i~ional:J)
, OcCasional
Occasional
,',-',i,. .
qccasional. ,(
'.. -'....-;
Oc~~ion~! ",
::Nfm~ .
None
This report shows only the major soils in each map unit. Others may exist.
Page 3 of 3
Appendix C: City Drainage Basin Map
')
.-)
L
'<'~S4' 1--"-:-\, .\..1
". .,' \b~~:
. :~ov : _ _
~-.- -;S~H: 016 . Rim: ~.', -OMH" 107
\ . \. Rim: .430.;>e Depth: "l -:. Rim: 431 13'
:~ Dep~ .: - 5 - Prof e :..J 751_Q9 cepit); :3
ProF 00-000 ~ ' ". ", Proj: P30_015'l~OO
-....., ..-- SU.3 fOll . - ._.~. .. .. _.~~
';-Ci3-' ....;~.:. _.__ "'~"'-' - 425. ---- -" 351"
- 330' ~ D _
- ~- - -=- - -. _ _ _ -40 ON 10 ,..: 353
. '-, -s: ~".~.:::.:. .~~_ . - ;~5"-~~1i429~5 '.DMH'
. - , ~ F~k_2-_--:--- STRIP' i:R1rRil:043 a'
-.;J ---o..I"I"i...... 91 CON B 2 2 ~epUl'
. ., ~"CO:O,B- 407 Fl42 . DRAfR1 "')2 pro..i:.. OSP _ 9'_00
. ".'--. ~" . ............ '. 'I ,/
~'~~:;>'c. ,~. --------- . \ I~I 1\ it
~ ....:' ".-. '. . -'<"'>0' '6 I '"'" 1 J'
~", . '-- . " ; 0467 T ...,t '
"<\,..;:. ,'. '. -, " " ~ ~ '2'
~~-~---,~....~<~,:~~-~,.,-~".. D~U" I?f f~
- - '-,~. ClIO '.7 J
. -. ~0 . .1... q
, \~. .... ,-,' ....:.c, - ~406 '-= I' I 1~1
' 'Xl ~~,:"",,-,L. ','::,,'. I,
\ ~ -~:;:::0" . ""1~ 406 I~
. \ < ~~''''..~ '--"\:!- ~
. \ ~'~:::"'~q~f~ \: rIf ~
( \ . -<< ~:'!~\''- 1 '- ~f;".#,..J!,
:'11',1 \ '~~Q~ ~ . ~ ,
1 5 _ ~'" ~~~~....
I.; / "-,,/~ = IE( "'c '<,;;' ~ '. \.
..t";--: ',I '\ ,""- ''''''',~ "~_ ~
,; :~;:, " DMIrJO ,-" ";'; '- - 0.."'-v. \.::
, \ 4dsrn- \ ~~./ i ~~~tlr:!fj:' ":-::'~">' ,'" t -_ ~", .~
\ \)4:~ON 12" 'f!P'o;;,OO-OO!>...... "'-.....::'" "',' --"~'" ~ ~
! I .J 1 \ ~ ,,~'\: ... -~.'
"~~ - - "-'. ..~ ,~~~-'~~
~-------=== ti{~ -" ',.\,~~ _
~. t~~:~ '. " ~~~ ~
~ . \ . ~~.~~..-J..-J. ~ .~
/)T))
-~' /J ( ~ 5~60 ~'Jg:.pg' /- ~
,~V/ l_~ ~~-=-' - ~.....: ji~ih'~ODO U"J '0"
~ ~'JJf~i~~~-./;'~~~ . t'~vV0~:Llr'
)ii~ a ~~I 0
t-X~~i:O'3., Y";:;'2.70
S!otH: 014. -':, R r j: 431.~' .q.-:- ~
: 32.;59 tJl~ 0 I lh: 10 N SMH' 012
g~.. 'nI\ 7;;:. -:-:-r '~'., .... F " j'O~OOO . "': .;:Im: 433.02'_
.......-,- -
~=
....
"" '-.:.::.
/
~~ .
-9
"
3635
'~\.
"
~<>
j(4
I
..""1'"
G:.l
x 43: S-'
t,.
.L
V
X4
126'
CoNP\fC); .;"~.:. .;
132'
'T
'"
""
rt
Q
'-<.:.;,
'sM8,O ,,'.
Rim": 4 ::s'
Depth: , ;<,.
: Pco, h \ ~~EF
~
) ~
".08
,
"
\ I
0'
.J
--
BELTLlNE RD
>:~35,4
)':.;34';
l]
~
-.J
3480
'@_.
~"
~.
X 431.0
/
'.~:~f;;~
t~
, .~.--
Appendix 0: Basin 1 Pond Pack Analysis
Job File: P;\2005\iJS-06:l\llydro\Po"dPac\BASItJ ~l - UNIT llYDROGRAPll.PpW
Rain Dir; P: \2005\iJS-06J\Hydr-o\PondPac\
,1013 TITLE
Pro I:'ct DaLe: "1/~/2006
Pro "cL 1::1U!;","..:r: T,-oy Plum, \'1::
Pro ect TitI,,: Basin III
Pr-o eet Comments:
SIN; ~I::YXYW"WK~J"'J
Pondpaek {lO.OO.01500)
9;13 AM
Table of Contents
.............~...~...:. MASTER SUMHARY ......................
Water-shed.
Haster Network Sumrnar-y
1.01
NET~lORK SUMMARIES {DETAILED)
Watershed. 2 yo
Exe(;utive SUllUoary (Links) 2.01
Watershed. 25 y'
Executive Summary (Links) 02
Watershed. 6 mo.
E:xeeutive Summary (LinkS) 2.03
.................. DESIGN STORHS SUMMARY .............~.....
2 yr and 25 yr.. Design Storms 3.01
...~...~.............. TC CA1.CULATIONS .*...........*.......
CB AREA.
Tc Cales
LOl
SWALE AREA..
Tc Calcs
.0>
......~~.............. CN CALCUlATIONS .....................
CB AREA.
Runoff CN-Area
5.01
.1'""W""L I::ll<.Jinc",.ill<j
SIN: ~I::YXYWGWK9".'J
PondPack {l0.00 :915 00)
PdcWe<ltl::ngin....ring
5/4/2006
5/4/2006
9;13 AM
I'
Table of Contents
SWALE AREA...
Runo~f eN-Area
5.02
.....,............... .CHANtlI::L ANALYSES .....,...............
CB-QUTLET. Chn-Circular "
Channel Equations 0;
OUTLET-CITY. Chn~Ci rcular 04
Channel Equations "
SWALE-OUTLET. Chn-Trapz. "
Channel Equations 09
SIN; SEYXYWGWK9F9
Pondp,,;k (In.IlIl.111:,.DO)
9;ll AM
ii
Type.
t~ aloe.
File.
Master Network Summary Page 1.01
Watershed
p; \2005\05-063\l1ydro\PondPac\Bilsin Kl - Unit Itydrograph.ppw
MASTER DESIGN STOFJ1 SUMMARY
Network Storm Co] lection: 2. yr and 25 yr
R\!turn Event
Total
Depth
io
RNl> ID
Raintall
Type
61"0.
, ,e
25 yr
.8300
3.]000
4.8000
Synth<!tic Curv""
. Synthetic Curve
Synthetic Curve
24hr
24hc
24hr
TypeIA
TypelA
TypelA
MASTER NETWORK SUMMARY
Sant<l B"rbara Urban Hydrogl'aph Procedure
(.Node~Out fa 11;, +NodemDi version;)
(Trun~ HYG Truncation: B1ankmNone; LmLeft; R~Rt; LR-Left&Rt)
M"
Return "G Vol Qp"ak Qpeak M" WSEL Pond Storage
Node ;0 Type Event ac-ft Trun he, d, " ac-ft
----------------- ---------- ------------
C' JC' I .000 .5500 .00
ca JC' 2 .OOB .B500 .02
" In " .013 BODO .0<
CO AREA AREA I .000 .5500 .00
C, AHI::^ AREA , .008 .8500 .02
" MeA AREA " .013 .8000 .0<
'CITY JC' I .003 a. 0000 .01
'Cl'I'Y ,JeT 2 .030 , .9500 .00
'CITY JC' " .047 , .9500 .13
OUTLtT JC' .003 .BOOO .01
OUTLlT JeT .030 .9500 .09
OUTLET JC1' 25 .047 .9500 .14
SWALE JC' I .003 .B500 .01
S.IALE J" , .022 .8500 .0>
SWALE JeT 25 .034 .9000 .Il
pacWest Engineering
5/4/2006
SIN: 5EYXYWGWK91"9
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PacWest Engineering
5/4/2006
9:13 AM
Type.
Name.
File.
Master NetworK Summary
Wilt"rshed
P;\2005\05-063\Hydro\Pondpac\Basin ~l - Unit llYdrograph.ppw
Page 1.02
Type.
Nam".
File.
Storm.
Executive Summary (Links)
Watershed
Page2.0J
Event: yr
P:\2005\05-063\Hydro\PondPac\Basin #1 - Unit llydrograph.ppw
TypeIA 24hr Tag: 2 yr
MASTER llETWORK SUl1MARY
Santa Barbara Urban Hydrograph Procedure
NE'nlORK SUMMARY -- LINKS
(Ull~Upstream 11ode; Dl,~DNstream End of Link; DN-DNstream Node)
ITrun.= lIye '!"runcation: Blank-None; LmLett; R-Rt; I.R~Lett & Rll
(.Node-Outfall; tNode~Di v..rsion; )
(1'run- HYG Tnmcation: Bl(lnk=None; L~Left; R=Rt; LRmLeft.Rl)
[)f.,'AU!,T li"si'J" St.'H'" Pil", Ir) ~ ~ yr and 25 'yr
""
Rdturn "" Vol Opeak Opeak Mo, WSEL POnd Storage
Nod" '" "l'yrw f:V<:llL rie-ft. Trun h r~ cts " <lC-fL
------------
SWALE AREA AREK 1 .003 7 .8500 "
S\"lALE AREA ARJ::A 2 ,022 '- il500 .1)7
SWALE AREA AREA " .lI34 7. 9000 .n
Storm Tag Name 2 yr
D.. La Typ", ~'j 1", 1 U p
StorH' rr"quellcy
Total Rainfall Depth~
Duration Multip.lier m
R"su 1 ting Dura t~ on
Resuldng Start Time=
SynU;"Li" StOLl"
2 y'
3.3000 in
,
24.000Qhrs
.0000 hrs Slep=
TypelA
24),r
.1000hrs
End-24.0000hrs
HYG Vol P,;,ak Time Peak Q
Link 10 Type aC,-ft Trun. h" ct, 'od Points
-------~--~ ----------------
'" AnD. "' .008 7. 8500 .02 " AREA
"' .008 7. 8500 .02
"' .008 7 .8500 .02 CO
CB-OUTLE:T REACH UN .008 7 8500 .02 CO
OC .008 7 1500 .02
"' ,030 7. <j500 .09 OUTLET
OUTLET-CITY REACH UN .030 7. 9500 .09 OUTLET
OC .030 7. 9500 .CO
"' .030 7. 9500 .CO CITY
SWALE AOO "' .022 .8500 .02 SWALE AREA
OC .022 .8500 .02
'" .022 .8500 .02 SWALf;
SWALE OUTLET kEACII UN ,022 7 .8500 .02 SWALE
OC ,022 0 0000 .09
UN .030 7 .9500 .U9 OUTLET
SIN: 5EYXYWGWK9<9
PondPack (10.00.015 00)
9:13 AM
PacWeSL Engineering
5/4/2006
SIN: 5EYXYWGWK9r9
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9:13 AM
PacWest Engineering
5/Q/2006
Type.
Name.
ExecutiveSU1Mlary (Links)
W1Itershed
Page 2.02
Event: 25 yr
Type.
Executive S~mmary (Links)
Watershed
Pagel.03
Event: 0.5 yr
Name.
Oile. P:\2005\05-063\flydro\PondPac\Basin 111 - Unit Hydragrilph.ppw
StoICm.. TypeIA ~4hr Tag: 25 yr
File.
Storm.
P:\2005\05~063\Hydra\PondPac\Basin III - Unit Hydrograph.ppw
TypeIA 24hr Tag: 6 mo.
NETWOFK SUl.fMARY LlllKS
(Utl~Upstream_Node; DL~DNstream End of Link; DNuDNstn~am tlode)
jTrun.~ HYG Truncdtion: B'lank~None; L~Left; R~Rt; LR~Left & Rt)
NETWORK SUHMARY u LINKS
IUN~Upstream Node; DLsDNstream End of Link; DN~DNstream Node)
(Tnm.- IlYG Truncation: Bl~nk~None; LmLeft; R~Rt; LR~Left & Rt)
DEFAULT D",sigl' Storn, ,'it"" III
Z, y" dt1d 2~yr
DEf'AULT Design Storm File,ID
2 yr and 25 yr
Storm Tag tJilm"
~ ~~ yr
Slorrn T,.Hl Uilme
;. 6 mo.
.1000hrs
End" 24.0000hrs
Data Type, file, TO
Storm Fre,!uency
1'ot,,/ [<"lint,,)) P..,pl.h-
!JurdtiU!l MuJ tiP.l j"r ~
Resulting Duration
Resulting Start Time~
s'ynth~tic Storm
0.5 yr
,Il],)!)',i"
,
24.0000hrs
.0000 hrs Step.
TypelA
24hr
Dala Type, File, ID ~ Synthetic Storm
Storm F"r",,!ueney ~ 25 yc
TOl"l Rili nfa11 Depth~ ,j. A'-,Oll ill
HUI'"lio" MLdl.il'll'" _ 1
Resulling Duration 24.0000 hrs
Resul ting Start Time~ .0000 hr:; Step~
TypeIA
24hr
.1000hrs
End~ 24,0000' hrs
IIY'; V,>l J'"" ~ 'l'ilL'" I'''dk U
Link " Type ac-tl Trun. h" d. 'u" Points
---------------- --------- ----------------
'" ACO I]N .11\3 .8UOO .0< CC ARt:A
m. .013 .8UQO .0<
'" .013 .BOOO .0< "
CB-OUTLET REACH "" .011 .BOOO .CO "
OC .OU .8000 .CO
"" .04] ,9500 ." OUTLET
OUTLET-CITY REACH UN .041 ,. 9500 ." ,OUTLET
OC .041 1 9500 .U
"" .041 1 9500 .U CITY
SWALE APD "" .034 1 .9000 .n SWALE AREA
DC .034 ,. 9000 .n
ON .034 ,. 9000 .n SrlALE
SWALE-OUTLET REACfI "" ,034 1 .9000 .n SWALE
oc ,034 1 .9500 .>0
ON .041 ,. 9500 ." OUTLET
IlYG ""' P"ak Ti,ne Pe<'lk U
Link " Type ac-fl Trun. h,. d, 'ud Points
---------------- ----------- ----------------
c. ^OO UN .000 ,. 5500 .00 " A.REA
OC ,000 1 .5500 .00
ON .000 1 .5500 .00 '"
C8-0UTLET REACH ON ,000 .5500 .00 CC
OC .000 .5500 .00
ON .003 .8000 ." OUTLET
OUTLET-CITV REACH UN ,003 8000 ." OUTLET
OC .003 0000 ."
ON ,003 0000 ." CITY
SrJALE ADO UN .003 8500 ." SWALE AReA
DC 001 .8500 ."
ON .003 8500 ." SWALE
SWALE-OUTJ,ET REACH UN .003 1 .8500 .0' SWALE
DC .003 1 .8000 .00
ON .003 1 .8000 .01 OUTLET
SIN: 5EVXYWGWK9F9
pondPilck 110.00.015 00)
9:13 AM
PacWest Engineering
5/4/2006
SIN: 5EVXVWGWK9f9
POlldpack (10.00,_01500)
9:13AM
PacrlestEngineering
5/4/2006
Type.
N"me.
DesignStorm5
yr."nd 2S yr
file.
\2005\OS-063\llydro\PondP"c\B"5in #1 - Unit Hydrograph.ppw
Tille.
Proj""t f)"tc: ,,/~/21l(j6
Project Engineer: Troy Plum, PE
Project Title: Basin HI
Project Comments;
[)",;i'ln ,;tOt'II,l';I",.![)
JiESlGN STORl4S SUMMARY
StOt"m Tag lIame
P,-,ta T'lI''"', !-"l", JI)-
Storm frequ,;nc,/
Total Rainfall LJepth=
[)uration Mul ti 1'1 iel" ~
'H",;ulti"y UU'''\_l\J''
Resulting Sta,t Time~
Stann Td<) II",,,,,
-O"ta Type, file, ID ~
Sto,m Fr"qu"ricy
Total !,aintall LJepth-
Duration Multiplier -
Resulting Duration
f{""u 1t i '''J f, t",.,. T i '1L<'~
Storm Tag Name
Data Type, file, ID ~
Storm frequency
Total Raintall Depth-
Puration Multipl ier ~
Resulting Duratlon
Resulting Start. Time-
SIN: SEYXYWGWK9f9
pondpaclc lIO,OO.015 00)
>~ 6 mo.
;;'lllU,".LJ.c: SLc,,"t1'
0.5 'lr
.8300 in
,
24.1)1)(10 lIrs
.0000 hrs Step=
- 2 Y'
Synthetic Storm
2 yr
3.3000 in
,
24.00ClOhrs
. (ItJI.l,l In" 5t"p-
25 yr
Synthetic Storm
25 yr
4.8000 in
,
24.0000 hrs
.0000 hrs Step-
2 Y'-illrd 2', y'
Typ"IA
.1000hr5
T'lpdA
.)ll'UOh,::;
Typ.dA
.1000 Ins
~41o,
24hr
24hr
9:13 AM
End~ 2~ _ 0000 hrs
t:,,,j.2.1'.[I000!trs
End-24.0000hrs
..
Paye3.01
Type.
Name.
Tc C"lcs
CB AREA
File..
PageLOI
P:\2005\OS-063\lIydro\PondPac\Basin U1 - Unit Hydrogrilph.ppw
................................,- ..--............
................................................
T1I4E OF CorICEllTRAT'ION CALCULATOR
Segment Ill: Tc: TR 5S Sheet
Man"iny;;..Il
llydra,ilic Len<jlll
2yr, 24hr P
Slope
Avg.Vt:.Lodty
PacWest Engineering
5/4/2006
SIN: 5EYXYWGrlK9f9
pondpaclc (10.00.015 00)
.r)200
4:J.OO.ft
3.3000
.040000 ftlft
.97 ft/st:.c
Segment #1 Time:
.0128 hrs
Total Tc:
.0128 hrs
Calculated Tc < Min. rc:
Use Minimum Tc.
Use To:: - .0813 hrs
9:13 AM
PacWest Engineering
5/4/2006
Type.
Name.
Tc Cales
CB AREA
Page 4.02
Type.
Name.
File. .
P:\200S\OS 063\llydJ;o\PondPae\B"sin "1 - Unit Hydrograph.ppw
Fil".
Te Equations used.
T (~. _ I. 11 0"1
SCS TR 55 Sheet Flow gK~~_~~~~~~~~~;~;;;;;;=======~~_______~;==~_~_
I (Il . I.t) "'I.Il) I I (0'" .,,) . (:a" .~) I
\'Ihen~: Te
SIN: 5EYXYWGWK9F9
Pond Pack 00.00.01500)
r.r
,.
"'
Time of concentration, hrs
Nallnings I' -
Flcow 1"'1<.lLh,. fL
2yr, 24hr Kain d"pLh, inch<os
Slope, 1
Te Cales
SWALE AREA
Po'1e 4.03
P:\200S\OS-063\llydro\PondPilc\B"sin Ul - Uni.t HydrO'1roph.ppw
TIME OF CONCENTRATION CALCULATOR
Segm<ont Ul: "l'c: TR-55 Sheet
Mannings n
Hydr<lul[o:: Len'lth
2yr, 24hr P
Slope
.02Clfl
63.00 ft.
3,3000
.050000 ft/ft
^v'-J.V...lo,-,ily
1.141t./SO::'-'
9:13 AM
PacW<ost Engineering
5/4/2006
SIN: SEYXYWGWK9F9
Pondp"Ck (l0.00.015 00)
Segment III Time:
.0154 hrs
Total Tc:
.0154 hrs
Calculoted Tc < Min Tc:
Use Minimum Te.
Use Tc = .0833 hrs
9:13 AM
PoeWest Engineering
5/4/2006
Type.
N"me.
Tc Calcs
SWAU; AREA
Page 4.04
Type.
Name.
Runoff 'CN-Area
CB AIlEA
Page 5.01
File.
P:\200S\05-063\Hydro\PondPac\Basin #1 - Unit Hydrograph.ppw
File.
P:\?0.DS\OS-063\HydrO\Por,dPac\Basin .HI - Unit Hydrograph.ppw
Tc' Equationsus",d.
RUNOFF CUIlVE NUMBER DATA
...........
..........
5CS .TH-S5 Sh""'t .How MgMMti~~_q~___g__~c~___Mc_____M_~_a__qM_M~___c_
Tc - ( 007
((,,' Lf)..O.8)) / ((P.'.5). (Sf'..4))
Area
Impervious
Adjustment Adjusted
~C ~UC eN
Whc",.e: Tc Time of concentration, hrs
n Hannings n
[,f Flow length, ft
f' 2y ~, ~4hc Hi! in d"pth, i nell""
Sf Slope, ~
Soil/Sui-face Descciption
'"
"
. 037 9~ . 00
COMPOSITE AREA ~ I"lEIGllTED CN --->
.037 94.00194)
SIN: 5EYXYWGWK9F9
Pond Pack (10.00.015 00)
9:13 AM
PacW",st Engineecing
5/4/2006
SIN: 5E\,XYWGWK9F9
Pond Pack (10.00.015001
9:13 AM
PacWestEngineering
5/4/2006
Typ~",,' Runoff eN-I""",
Page 5.02
Type. Chn-Cireul"r Page 6.01
Name. CB-OUTLET
File. P:\2005\05-063\llydro\PondPae\Basin "' . Unit Hydrograph.ppw
Solution Co !-tannings Open Channel flow Equat:ion
(CoHLput-=d values "" based 00 normal depth.)
CIRCULAR CROSS SECTION
Slope .1)03300 ftlft
11<l",.,i ncJ~ , ~ " 010rHI
InVf:rL t:lev. 42"1. 6~ "
'or of Channel 428.52 "
Diameter .8330 "
t:l"v. Uepth ~'1 uw Vd. Are" 'l'op ". Wet.f'. " F'()Lld<o
(ft:) 1ft) (efs) (ft!see) Isq.ftl 1ft) (Et) 1ft) No.
427. 690 .co . " .00 .0000 .CO .CO .CO , "0
,127 .710 ."2 .CO .., ,0034 .2' .n .0> 0 .n
m .730 ." .0> . 75 .0096 .36 ." .03 0 "
m .750 .CO .CO .98 .0175' .0 .45 ." 0 98
427. '" .08 .'" " .0267 .49 .52 .05 ,. e;
42'1. 191) .W ,OS .75 ,037) " . ~9 .07 " "
427 810 .12 .07 .51 . 0 ~ 83 .59 .65 .OS , 93
m 830 .10 .10 .66 . OGO ~ .62 . " .le , "
4n fl"ll .Ir, .13 .AD .0712 .6(, .7'r, .J; , . 9~
.127 lj"/IJ .Ill .1'1 .9] .OU66 ."' .OJ .1:! " ,%
'127 .H!JO ,20 ,21 05 ,1lW6 ,71 , ~5 .H 0 ,%
427 .!.iltl .22 .25 , .17 .11"] ."13 .90 .16 O. "
4~7 .'no . 7~ .]ll , . ~fl .1-lllD .7', . <J~ ,1"1 O. 'J'I
42'1 . 9 ~,o .26 .3" 2 .38 . 14 ~3 . " .99 .13 0 9'1
427. m .28 . <0 2. n .1609 .'19 l .03 .2U , "
m ,990 ,30 .45 , " .1"167 . eo 1 .07 .V " 98
42i:l <ll<l .32 .51 2. " .]nS ." 1 .ll ." 0 36
428 OW .34 .S7 ,. " .2091 .82 1 .<5 .2" C .95
428 050 .3" .68 2. e1 .2256 .63 1 . " .n 0 .95
428 070 .3' .70 2. '8 .2Q21 .63 , .'" .29 0 .84
~~fl n ~)Il .'111 .7r, , <j;, . ~~; Ai .0.1 , .21t .]1 " .'<:1
~~Il, l11J .'12 .IlJ ) 01 .n~4 .03 , .n .J] O. ,,~
428. 131) .84 290 3 07 .2921 .63 , .36 .3\ O. "'
428 .150 '" .% 3 ,12 ,]087 .63 , . " .J'I O. 00
~ :'.H .1"111 .84 , ,n] 7. n . -j~~2 ,lJ2 1 .84 .HI " II!!
4211. I'JU ,SU , .1U 3 " ,J4lti ,IlZ 1 .4e .42 O. "'
m .210 .52 1 .n 3 ,26 , 3~"'8 .82 1 57 ." O. 8"
428 .230 ,54 l ,23 3 .29 ,3138 .eo , .50 .4"1 0, "'
42H .2S0 .:i6 l .:H1 3. 33 .JB!J6 ."/0 1 .60 ,50 O. 63
428 ,2'10 ,58 , .36 3. 35 .40"1 ." , ."' .52 0 .61
428 .290 .60 l .42 3. '" .4202 .<5 1 .", .56 0 . "
428 .310 ,62 1 .46 3 " .4350 .73 1 .73 .60 " .33
426. 330 .84 , .53 3 " ,4493 .30 , .7e .6< O. <5
428. 3SfJ ."" 1 . ~a 3 42 .4631 ."' , .63 .68 0 73
.428 330 .68 1 .63" 3 42 .-4763 .65 1 88 .,. 0 30
428 .390 . " 1 ."3 3. " .4889 .61 l .93 .80 0 .67
428. OW .n 1 .30 3. " .500'1 .53 l. 88 .88 O. 6<
Name.
SWALE AREA
File.
P:\2005\05 063\Hydro\PondP"c\Bilsin #1 - Unit Hydrograph,ppw
RUNOFF CURVE NUMBER,DATA
Soil/Surface Description
eN
AJ,,"
acr,;s
""pervious
AdJusllll""l
;C we
AdjU:iLt:d
eN
'14 .If'', 'l4.<1{1
COMPOSITE AREA & WEIGH1'E:D eN ---> .100 94.00 {941
:;/11: Sl::YXYW(;WK~~''J
Pondpack {10.00.015.00)
9:13 AM
PdCWesL Engineering
5/4/2006
~!N; 5l::YXYWGWK9F9
Pond Pack (10.000]5,00)
9;13 AM
PacWest Engineering
5/412006
Type.
Name.
Chn Circular
Page 6.02
Cll-OUTLET.
File.
P:\200S\OS 063\Hydro\PondPac\llasin Ul - Unit Hydrograph.ppw
Solution to ~lan)lings Open Ch"nnel flow Eqi"'tion
(Con'puted vilJues "re bdsed on normal depth.)
CIHCUI.AH CR(J::;~ ::;,:CTIOIJ
Slope
M"nning5 n m 0
ItlVe"t Elo.:v.
Top of Channel
DiameteJ:
.003300 ft/ft
.111000
4 ~'I. ti~ 1 t
428. ~2 it
.8330 ft
,. lov, ",,!,II, VI,...., V'll. ^,"" '1""1' ,. W',I,.I'. 1101 VI "Il"""
(Hi (n) Icts) (ft/5,;cl l.sq.fL) (ft) litl (fLl 110.
.430 " , .73 3 .3e . ~,11 fi . ~2 .'5 .n n.60
.4',11 ,"L;' ,. '/', '- ", ,',:1(, .'1'1 ;'.1'.' , " ,:,,;
.'J'}'I ,'IU , .'/6 ,. 31 . ~j'J'l .H " 19 , .jll , .'1
5 .490 .80 , .05 3. n .5378 .33 2 2e , .55 , "
e .510 .8~ , ,72 3. " :5432 ,21 .. " .. " O. ,.
e. 523 . "' , .63 3 .00 .5450 .00 2.62'
SIN: 5EYXYWGWK9F9
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9:13 AM
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5/4/2006
Type.
Name.
Channel Equations
CB-'-OUTLET
File.
Page 6.03
P:\2005\05-063\HYdro\PondPac\Basin III - Unit Hydrograph.ppw
SO!.UTlON TO MANNINGS OPEN CHANNEL FLOW EQUATION
1(;'''''1'''1,,01 vnl,",u, .,t'!' b"r;"d <IlL "'''-'''''] rlt,I"I.I,,)
Q B Ik/n) , A ' In"';'! \) , U;"l/;>I
wh~C"<!:
Q Channel flow
k MilnnlngS constant
n Mannings 'n
R Hydraulic radius, A!~IP
A X-""clion flow "~e,,
WP Wetted perimeter
S Slape
ADDITIONAL OUTPUT 'VARIABLES:
Velc Q/A
lid ; A!TpW
f B Vel / (g.' Hdl"1!2
whe!:"e:
Velm Velocity
o ~ Channel flow
A m X-section flow d!:"ea
lid -lIytlraulicctePlh
'rpw~ Top width for flow are"
g Acceleration of gravity
F ~ Froude No,
(Subcritical; F < 1; CJ:itieaJ:
SIN: 5EYXYWGWK9F9
pondpack (10.00.015 001
English Units
efa
1.485919
no unltS
"
sq'.ft.
"
ft/ft
EnglishUnilS
S1 units
c~
LO
no units
m
sq.rn.
m
m/m
Sl units
ft/sec m/sec
cfs cms
sq.ft, s<].rn.
" m
" m
ft/sec"2 rn/sec"2
nO units no units
f m 1; SupercJ:itical: F;;. 1)
9:13 AM
pacWest Engineering
5/4/2006
Type. Chn-Circular Page 6.04 Type. Chn-Cin::ular Page 6 .O~
Name. OUn.ET-CITY Name. OUTLET-CITY
File. P:\2005\05-063\Hydro\PondPac\Basin "' . Unit llydJ:ograph.ppw File. P: \2005\05~063\/lydlCo\PondPac\Basin "' . Unit. HydlCogJ:aph.ppw
Solution C" Nannings Open Channel Flow E'1uaticin Solution C" Mannill9s Op<:n Channel flow Equation
ICon'puttJu values ar" based "0 nann"l depth.1 (Cowput:ed values He based "0 nOlCmal depth.)
CIRCULAR CROSS SECTION CIRCULAR CROSS SECTION
~lul-'<; .UU.J:iUU tL/LL Slope .003300 tL/ft
Hannings 0 " 0 01000 Nannings 0 . 0 OlUOO
Invert Elev. 427.61 " Invert ,;lev. 427.61 "
'I"'f' of "I1Mll"'] 4~lj. 4.1 " '1'''1' ,,' (;1"""",,1 1:(1I.44 "
LdujB<;L,,' .Iljj(j " Di"meteJ: .8330 "
Elev. Depth flow Vel. AlCea '"P w. ~l~t . P. Hd Froude '-lev. Depth now Vel. Acea '"P W. Wet.P. Hd FrQude
( ftl (fl.l (ef,,) If Uti",,) (Sfl.ln (fn IfU I.ft) ~J,) . (fl.1 (Ill Ie f~ 1 IIL/""c) (~q. I L) (ttl Illl Ifll tit).
m .610 .00 .00 .00 .0000 .00 .00 .00 0 .00 428 .350 ." .'3 3. Je .5116 .52 2 .05 .98 O. 60
m .630 .02 .00 ." .0034 .25 .26 " 0 .'3 m .370 . " . " 3. 36 .5216 .n 2. >2 .n O. "
,427 .651) .04 .0> . " Ofl'JG .36 .2> ." " .e1 428. )~U .'18 . " 3. n .')304 .4> 2. 19 '.30 " "
427. GOO .00 .02 .5P .01"15 .12 .45 .0< 0 P5 428. m .80. .15 ; 15 .5378 .33 2 28 .65 0 45
427. 0" .08 ." , .12 ,0267 . 49 .52 .05 0 .89 m no .aJ .n 3. 19 ,5432 .n 2 41 .03 0 34
427 .719 .l9 .05 1 15 .0371 .51 59 .01 O. '1 m 412 .aJ .03 ; 00 .5450 .00 2. "'
427. m .>2 ." , .51 .-0483 .0,9 .65 .De O. 93
m .750 " .l9 L 00 .0604 .62 . " .10 O. 94
m .770 .l9 .n , .80 .0732 .00 . " .U 0 .95
m .790 .18 .n L 93 .0866 .09 ." .U O. 96
427. "0 .20 .n 2 05 .1006 .n ." ." , 95
m .630 . " .25 2. 12 .1151 .'3 .90 .l9 0 "
m .650 ." . " 2. 15 .1300 .15 .51 .12 0 "
m .670 15 .35 2 .15 .1453 .n .93 .19 0 "
427. eoo .15 . " 2 n .1609 .79 1 ." .20 0 "
427. '10 . ~O . " 2 ." .1767 eo 1 ." .n 0 95
m .930 .33 .51 2. 65 .1926 ." 1 .n .24 O. 95
427. 950 .34 ." 2 .n .2091 .aJ 1 .15 .26 0 95
427. m .36 03 2 .61 .2256 . aJ 1 .20 .21 0 95
427. 930 .15 . '0 2 88 .2421 .83 , .24 .29 0 "
m 010 ." .76 .95 .2587 .aJ , .15 .31 0 33
428 .030 .42 .OJ 3 OJ .2754 .OJ 1 .33 .J; 0 93
m .050 ." .90 3 ." .2921 OJ 1 ;36 .35 0 . '1
m "0 . " ._96 2 .12 .3087 .83 , ." .2> 0 "
m .090 4P 1 .02 3. n. .3252 .aJ , ." ." 0 eo
m .110 .50 L 10 2 " .3416 .e2 , " .42 0 "
428. 120 .52 1 .12 3 .15 .3578 "' , .52 .H 0 "
m .150 .S< 1 .23 2 .29 .3738 .eo , .56 .n 0 "
m .no .56 1 .30 2. 33 .3896 . " , .eo .90 0 aJ
m .190 .50 1 .15 2 .15 .4051 .n , .04 .52 0 "
m 210 .80 1 .42 3. 15 .4202 .75 , .09 .56 0 79
m .230 .62 1 ." 2 . " .4350 33 , . 33 .60 0 77
428. 250 .04 1 .53 2 .n .4493 .'0 1 . " .04 0 75
m .i70 .00 1 .15 3 ." .4631 .68 , .63 .09 0 '3
426. 2" .68 1 . 03 3. " .4763 .65 1 .88 .74 0 .'0
m .310 .70 , " 2. " .4889 .61 1 " .80 0 ."
m .330 .n 1 . '0 2 .,10 .5007 ." 1 .93 .eo O. 04
S/N, 5EYXYWGWK9F9
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5/4/2006
S/N: 5EYXYWGWK9~'9
Pond Pack (10.00.01500)
9:13 AM
PacWest EngineelCing
5/4/2006
Type.
Name.
Channel Equations
OUTLET-CITY
File.
Page 6.06
Chn-Tl"~pz.
SWALE-OUTLET
Type.
NClme.
Page 6.07
f':\2005\OS-063\Hyrll"0\PondP"c\Ba:;in HI - Unit llyd!:og!:C1ph.pp'"
P:\2005\05-063\llydl"0\PondPClC\Basin Ul - Unit llyd!:OgIClph.ppw
SOLUTION 'TO MMJN!UGS OPEll CHMlNE:L fLOW EQUATION
(COlnputcd vallles ,,!:e La~"d On nOI-nL~l depth.)
whel"e:
o ;. Ik/n) . A . lR..2/3) . 15..1/2)
English Units
o Channel flow
k Mannings constant
n Mannings n
R Ilyd!:aulic radius, AIWP
A X-section tlow al"e~
WI' Wetted perimete!:
S Slope
ADDITIONAL' OUTPUT VARIABLES:
Vel= Q/A
Hd = A/TpW
f - Vel I (q . Hd)"1/2
where:
Vel~ Velocity
Q = ChClnnel flow
A X-section flow area
Hd ~ Hydraulic depth
TpW~ Top width for flow area
9 Acceleration of gravity
f ~'!:ollde No.
ISubcritical: f< 1;
SIN: 5EYXYWGWK9f9
Pond Pack (10.00.015 00)
of,
1.485919
no units
"
sg.ft.
"
ft/Et
English Units
51 units
c,"s
no units
m
sq.m.
m
mlm
SI units
file..
Solution to Mannings Open Channel flow EquCltion
(Coinputed values are based on normal depth. I
TRAPEZOIDAL CROSS SECTIQll
Slope
Mannings n ~ O.
Invert Elev.
Top of Chi.'lnnel
Bi.'lse",idth
Rt5id", Slop"
Lt Side- slope
.006900
24000
427.69
428.69
2.00
4.000
4.000
ft/ft
"
"
H
hori7.ontoL
horizonti.'ll
:1 vert.
:1 vert.
LO
Elev. Depth flow Vel. Area 7" ,. W"t.P. " . r!:oude
(tt) (ttl (<;(5) Itt/sec) (sq.ft) 1ft) 1ft) 1ft) t1o.
427. 690 .00 .00 .00 .0000 .00 .00 .00 0 00
427. ,00 .01 .00 .02 .0204 2. " 2 08 .0> 0 0<
427. '" .02 .00 .0< .0416 2. I' 2. 16 .02 0 05
427. '" .0< .00 .00 .0864 2. ;2 2 .33 .0< 0 OS
m .750 .00 .01 .DO .1344 2. 48 2 .48 .05 0 00
m .770 .08 .02 .09 .l856 2 ." 2 ." .DO 0 00
m m .10 .02 10 .2400 2. eo 2 .82 .05 0 00
m 610 .12 .02 .11 .2976 2. 96 2 . ~9 .10 0 00
m BOO .1' ." .12 .3584 3. 12 3. IS .11 0 00
427 m .16, .05 .13 .4224 3.28 3. 32 .13 0 00
427 m ." .DO .1' .4896 3.44 3. 48 .14 0:06
m 6" ." .00 .15 .5600 3.60 3. '5 .16 0.07
m no .22 .10 .16 .6336 3.76 3 01 .17 0.07
m no .24 32 .10 .7104 3.92 3. 96 .18 0.07
m 950 . " .13 .17 .7904 4.08 4. 14 .19 0.07
m no .28' .1' .18 .8736 4.24 4 .31 .21 0.07
427. 990 .30 .16 .16 .9599 4.40 4 .n .22 0.07
'" 010 .;2 ." .1' 1 .0496 ~ . 56 4 .64 .33 0.07
428 030 .34 .33 ." 1 .1424 4.72 4 .eo .24 0.07
'" 050 . 36 .33 " I .2383 L88 4 ." .33 0.07
'" m .38 26 .21 1 .3376 5.04 5. B .22 0.07
428 .090 .40 .31 .22 I .4400 5.20 5. 30 .26 0.07
428. 110 .42 .34 . .22 1 5457 5.36 5. 48 .29 0.07
428 .130 ." .38 . 23 L 6544 5.52 5. 63 .30 0.07
42S .150 .46 .41 .23 I .7664 5.68 5 79 .31 '0.07
428. 170 .48 os .24 1 .8817 5.'84 5 96 .32 '0.07
II m .190 .50 .49 .2.4 2 0000 6.00 6. 12 .33 0'.07
426 .210 .52 .33 .25 2 1215 6.16 , 29 .34 0.07
'" .230 .54 ." . 33 2465 6.32 , os .36 0.08
.128 .250 . 96 .62 . " 2. 3744 6.48 6. 62 .37 0.08
428. 270 .58 ." . " 2.5055 6.64 6 78 .38 0.08
426 290 .60 .71 . 22 2.6400 6.80 , 95 .39 0.08
'" 310 .62 . 76 . 22 '2.7776 6';96 7'; 11 .40 0;08
428. no ." ." .26 2.9185 7.12 7 26 .41 0.08
'" 350 . " .87 .26 3.0624 .7.28 7 " .n 0.08
ft/see m/see
efs CmS
sq. ft. sq.m.
" m
" m
ft/sec"2 m/sec.,'Z
nO units no units
Critic,ll: F - 1; Supercritical: r>
9: 13 AM
PacWest Engineering
5/4/2006
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9:13 AM
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5/4/2006
Type.
Name.
Chn-Tral'z.
S\'IALE~OUTLET
Page 6.08
Type.
Name.
Channel Equations
S\'IALE-QUTLE'I'
Page 6.09
rile.
P:\200~\(J5-063\Jlydlo\PondPi'lc\Bilsin 11\ - Unit Hydrogn.ph.ppw
Solution to Hannings Open Channel Flow Equiltion
(Computed values ilICe bilsed on normal depth.)
THAI'Er.ull!AT. CIl05:; ::;!':CTJCJII
Slope .006900 f,l/ft
Manni ''']S 0 - " .21(H)I)
I "","'L El"v. .In. " ".
'fop 0' Chilnnel 4~e . " "
Ease width 2.00 [c SOLUTION TO MANUltlGS OPEN CHANNEl, fLOW EQUATION
H Side slope .1.0nn horizontal " "e,-t. ICr.mputed v~ lue's dICe bdsed 00 nOICmal d"pth.1
T,t. Sid" s)op", ~. (1)0 hud ~OllLdl " V,-,"L.
Elev. Depth flow Vel. Area Top ,. Wet.P. '" Froude
1ftl 1ft) (cis) (ft/sec:) Isq_tl) (tt) (ft) (ill "0. 0 - (kin) A IR"2/3) IS"l/2)
42B .370 .OS .93 ." , 2095 T <4 T. 61 .43 , CO where: English Units 51 units
42B .390 . " .93 ." , 3601 T. 60 T .n .<4 0 De ~~--~----
428. m .72 .05 . " ,. 51.16 T T6 T ." .'" , 00 0 Channel flow e<, e.,
428. m ." ." ." ,. 6.)OJ T .Y2 S. >0 .H 0 De k Manning;'; constanL 1.485919 LO
42B .450 .76 .'" .n 3 8305 , 00 S .23 .<T 0 00 0 Mannings 0 0' units '" unlts
m .470 . T8 ." .n , 9936 S .J< , .<3 .'" 0 .00 , Hydraulic radius, A/WP " m
428 .490 .00 .32 .32 , .1599 , ..10 S .00 .50 , .00 A X~sec:tion now ..n,a sq.ft. sq.m.
428. :iIG .32 .39 .32 4 .3297 8. "' 8 . TO .32 0 .00 we Wetted perimeteIC " m
428 030 ."' .<T .32 4 .5024 0 .32 0 .93 .32 0 .08 8 Slope ft/tt m'm
m .550 .86 .54 .32 , .6783 S .SO 9 " .83 0 00
428. 5TO .SO .83 .32 , .8576 9. " 9. n .84 0 00
m .590 .90 .n .'< 5 0399 9 W 9. " .85 0.08
428. '" . 92 . 79 " 5 .2257 9 T8 9 59 .SO 0'.08 ADDITIONAL OUTPUT VAR!A81,ES:
428. 830 ." .SO .35 5. 4144 9 32 9 3S .53 0.08 Vel~ OIA
m .650 . " .9'/ .35 5. 6063 9. eo 9. n .56 0.08 "d - A/TpW
428. OTO .SO .OS . T8 , .8017 9. 0< >0 OS .59 0.08 , - V,l , " Hd) ..1/2
428. 690 1.00 " . T8 , 0000 " 00 " " .60' 0.08
where; English Units " units
---------
Vel~ Velocity ft/see m/sec
Q - Channel"flow ct, em,
A - X-section flow area sq. ft. sq.m.
Bd - Hydraulic depth " m
'I'pW- Top width ,,, flow area " m
9 - Acceleration of gravity ft/sec'.2 m/sec"2
, - froude No. M units M units
(Subcritical: , < I, Critical: , - 1'; Supercritical: , > "
S!N: ~EYXYWGWK9F9
Pond Pack (10.00.015 00)
9:1] AM
P,H:West Engin",ering
5/4/2006
SIN: 5EYXYWGWKYF9
pondpack (10.00.015 001
9;\3 AM'
PacWest Engineering
5/4/2006
Appendix A
Index of Starting Page ~umbers for ID Names
----- 2 -----
2 yr and 25 yr. 3.01
----- C -----
CB AREA. 4.01, 5.01
CB-OUTLET. 6.01, 6.03
----- 0 -----
OUTLET-CITY. 6.04, 6 06
----- S -----
SWALE AREA. 4.03, 5 02
SWI\LE-OlJTLET. 6.07, 6.09
--- - - ~I -----
Watershed. 1.01, 2.01, 2.02, 2.03
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Pond?ack {IO.OO.0IS.001
9:13 AM
A-1
PacWest Engineering
5/4/2006
Appendix E: Basin 2 Pond Pack Analysis
Job File: P \2005\05-D63\Hydro\PondPac\BASIlI ~2 - unIT IlYDROGRAPH.PPW
Rain Dir: P:\2DD5\D5-06J\Hydro\PondPac\
JOB TITl.E
Project. Pate: 5/4/2006
I'ro),,,:t t:n<jiu",<:r: l',oy Plum, I'E
Project Ti tl~: Ba"in ~2
Project Comments:
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pondPaclo: (lO.OO.OIS.OOI
9:55 AM
Table of Contents
...................... MASTER Srn.IHARY ......................
I~a te r shed.
Master llet....ork Summary
1.01
tlETWORK SUMMARIES {DETAILEDl ...............
Water:;heu. 2 Y'
Executi.ve Sum,"ary (Link'll .0>
Watershed. 25 "
Executive Summary {Lin):s} 2.02
Watershed. 6 =.'
Executive Summary (Links) 2.03
.................. DESIGI~ STORMS SUMHARY ...................
2 yr and 25 yr. Design Storms
J.Ol
. ....................... TC CALCULATIONS .....................
CIl AREA..
Tc Calcs
4.01
ROOF" AREA.
Tc Calc"
4.03
SWALE AREA.
Te Calcs
4.05
..... ................. CN CIILCUI.ATIOtIS
CB AREA.
5.01
Runoff eN-Area
PacWest Enqineerinq
5/4/2006
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PacWest Engineering
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9:55 AM
Table of Contents
ROOF AREA.
SWAI.F. AI~;:^.
Runoff CN-Area
Runoff Ctl-Art>d
..................... CHANNEl. ANALYSES .....................
CB-OUTLE:T.
QUTLET-C I TY .
~;WIlI,E-I)UTI,ET .
SIN: 5EYXYWGWK9F9
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Chn-Cin:ular
Channel Equations
Chn-Circular
Channel Equations
CIo,,-Trdp1..
Ch"nnel Equillions
9:55 AM
il
Type. Haster Network Summary
Name... Wiltershed
Page 1.01
File.
P;\2005\OS-Q63\llydro\PondPac\Bilsin #2 - Unit Hydrograph.ppw
MASTER DESIGN STORM SUMMARY
02
"
Network Storm Collection: 2 yr !lnd 25 yr
ReturnE...ent
Tot,.,l
n<:l,th
'"
RNE" In
Rainhll
'rype
01
03
6 "'0.
"2 yr
2S yr
.11300
.)OOU
.BOOO
Synthetic Curve
Syntl'etlc Curve
Synthetic Curve
TypelA 24hr
TypelA 24hr
TypelA 2411r
"
06
0'/
"
MASTER NETWORK SUMMARY
Sant", Barb,.,ra Urban Hydrogr",ph Procedure
(.tlodegOutbll; 'Node-Oiversion;)
\Trun~ !lYG Truncation: Blillnk"None; I.-Left; R-Rt; LR-LefURt)
M.,
Return "'0 Vol Ope,.,k Qpeak M., W$EL Pond Storage
Node ID Type EVt:nt ilIc-ft Trun "'" d, " ac-ft
----------------- ---------- --~---------
ca JCT .036 8500 .10
ca JC' ,198 ,9000 .60
c. ./1:1' " ,Joo ,'Jooo .90
ca AREA AREA 1 .009 0000 .D'
ca AREA AREA , .061 B500 .21
C1' 11111-:11 AfWII " .IItS .'iooo .32
'cI'ry JCT .041 , 9S00 .J;
'CITY Jr.'!' .275 ., .':ISO!) .03
""1'1"( ./.;"!' .' .11'1 L '1:'00 I.ll.
OUTI.~:T JCT 1 .041 9500 .J;
OUTLE1' JeT , .275 9500 .03
OUT!.f,;,!, ,/l;'I' " .419 .')500 ."
ROOF AREA AREA 1 .027 , ,9000 .OB
ROOF AREA ARf,;A , .131 , .6500 ."
HOOf MJ::A. ARl::A " .195 , 9000 . "
PacWest Engineering
5/4/2006
SIN: 5EYXYWGWK9F9
Pond Pock (10.00.015.00)
9:55 AM
PllcWest Engineering
5/4/2006
Type.
Name. .
File.
M"~t,,, HeL"ICI,'k SUlm1'''''y
Watershed
P:\20G5\05-063\Hydro\PondPtlc\Etlsin ~2 - Unit Hydrograph,ppw
MASTER NETWORK Srn~Ml,RY
:iaILU' B"tlJ..n.l Ui'biU' Ily,h<.l<j,;'ph l'.-o<.;tdure
(.Node=Outfall; +Nod"~Di version; I
ITnm- HYG Truncation: Blank-None; L-I.eft; RcRt; LR.-Left'Rt)
Pd<je: 1. U~
Type:.
Name.
File.
Storm.
Executive Summary (Links)
Wat~rshed
P:\2005\05-063\Hydro\pondPac\Basin #2 - Unit
Typ'!IA 24hr Tag: 2 yr
Page 2.01
Event: 2 yt
flydrograph.pp"l
NETWORK S1JMHARY -- LINKS
lUN-Upstream Node; D"~DNstream End of Link; DN-DNstream Nadel
(Trull." HYG Truncation: BlanxgNone; L-Le,ft; R-Rt; LRMLeft ~ RtJ
DEFAULT tJesign StOlm ~'i )'" ID
2 yr and 25 yr
Mal<
Return tlYG Yo' OI'"ak Qp"ak Max WSEL Pond SLorage
Node' " Type Event dc-ft Trun h" of, " ac-ft
------------- ---------- ------------
SWALE OC' , ,Oll .8500 -"
SWlILE ,JeT , .1)'/6 .8S0U ."
SWALE .JeT 25 .119 .9000 .3'
SWALE AREA AREA .011 , .8500 ."
SW^U; ^R,:^ J\IWA .076 , 8501) .23
SWALt: AH,;A At-\l::A 2S .119 ,. 9000 .3'
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9:55 AM
Storm Td9 Niirne 2 yr
Data Type, rile, ID ~
Storm Frequency
Total Ridnf<>lJ Depthg
Dur-ation Multiplier _
Resulting Durdtion
Resulting Start Timee
Synthetic Storm
, y'
3.3000 in
,
24.0000hrs
.0000 hrs Step-
TypeIA
24hr
.loaOhrs
End-24.0000hrs
liYG Yo' Peak Tim", POla.k 0
Link W Type' ac-tt Trun. hi:-s of, 'od Points
--------------- ----------------
CO AOO "" .067 .8500 .21 CO AREA
"' .067 BSDO .23
'" .198 .9000 .60 ce
CB-QUTLET REACH "" .198 ,. 9000 .60 C,
"' .198 , .9000 .60
'" .275 , 9500 .83 OUTLET
OUTLeT-CITY RElICtl "" .275 ,. 9500 .83 OUTLET
DL .275 , 9500 .83
D" .275 7. 9500 .83 C1TY
Roor-CB AOD "" .131 ,. 8500 ." ROOF AREA
"'. .131 ,. 8500 .39
'" .198 ,. 9000 .60 CO
SWALE ADD "" .076 .8500 :'f:~ SWALE ARF.A
IH, :-0"/1. ,11',0"
'" .076 . 8~OO . " SWALE
SWALB-QUTLET HEACH "" ,076 .8500 .23 SWALE
Dr. .076 .9!>OO ."
'" .275 .9500 . 83 OUTLET
Pi!lcWest Engineering
5/4/2006
SIN: 5EYXYWGWK9F9
pondPacl< (10.00.015.00)
9:55 AM
PacWestEngin"ering
S/4/ZG06
Type.
lIame.
file.
Storm.
Executive Summary (Links)
Watershed
P:\2005\05-063\llydro\PondPac\BlIsin
TypelA 24hr T1I9: 25 yr
Page 2.02
Event: 25 yr
H2 - Unit Ilydrograph.ppw
Type.
Name.
File.
Stonn.
Executive Sununary (Links)
Watershed
Page2.0J
Event: 0.5 yr
P: \200S\()5~063\Hydro\PondPac\Basin H2 - Unit Hydrognph.ppw
TypeIA 24hr Tag: G mo.
NETWORK SUMMARY -- LINKS
IUN~Upstream NOde; DL-DNstream End of Link; DN~DNstream Nodel
(Trun." IlYG Tnmclltion: Blank..None; L~Left; R~Rt; LR~Left . Rtl
NETWORK SUMMARY -- LINKS
(UII-Upstrean, Node; DLmDllstrellm End of I,ink; DN~DNstrellm lIode)
(Trun.- HYG Truncation: Blllnkmllone; LmLeft; R-Rt; LR"Left & Rt)
DEFAULT Oesiqn Storm File,IO
2 yr Ilnd 25 yr
DEFAULT Design Storm file, 10
2 yr Ilnd 25 yr
Stann T'''-I N.:Im>!
.. 25 yr
Storn, T"g U"'"<l
m 6 mo.
--------~------ ---------___________~~_________M____________________
Dllta Type, File, 10..
Storm Frequency
T"t..1 11,,1 "r,lll n~l't.h-
11,,,.,,11,,", MullI!>II",. _
ResultLllg Duration
Resulting Start Time"
Synthetic Storm
25 yr
1.flnnf) jll
,
24.0000 hrs
.0000 hn Step..
TypelA 24hr
Data Type, File, 1'0-
Storm Frequency
'J'''I." I 11,,1"1..11 r",pl.h-
(Juration Multiplie" -
Resulting Duriltion
Resulting Stint Time-
Synthetic Storm
0.5yr
.11.H,IJ In
,
24.0000 hrs
.0000 hr" Stepd
TypelA
24ht.
. 1000 hrs Endd 2 ~ . 0000 hrs
.1000 hrs
End" 24.0000 hrs
IIYG Vof P"a.k "1'1",,, I'"..k 0 "0 V03 Peak Time Peilk Q
Link W Type ac-ft Trun. h,. of, Eo' Points Link '" Type ilc-ft TrUll. hrs of, Eo' Points
---.------------ ----------- ---------------- ---------------- ----------- ----------------
CB AOD UN .105 1.9000 .32 CB AREA CB ADD UN .009 8.0000 .OJ CB AREA
"'. . IO~ 1.90on .n ". .009 8.0000 .OJ
ON .300 1.9000 .90 CB "" .OJ6 1.6500 .10 CB
Ce.OUTLET Rf.ACH UN .J()O , .90M ." CB CU-(lIlT/.~;T HEACH ON .O)!:; , !lSOO .10 CB
"'. .'jOG 'f. 9UOU .90 DC .036 , 9500 .n
ON .419 , .9500 1.26 OUTLET ON .041 , 9500 .D OUTLET
OUTLET-CITY REACII UN .419 , .9500 .'" OUTI.!':T QUT1.F.T-CITY r<EACJJ 1111 .041 !ISO!) .13 OUTLET
DC . ~ I 9 .,. 9S00 .25 DC .047 9500 .13
ON .419 ,. 9500 25 CITY ON .047 9500 .13 CITY
ROOF-CB AOO UN .195 , .9000 ." ROOF AREA RooF-CB ADD UN .021 1.9000 .08 ROOF AREA
DL .195 , 9000 ." DL .021 1.9000 .08
ON .300 , 9000 ." CB ON .036 1.8500 .10 CB
SWALE AIiD UN .119 , .9000 .n SWALE AREA SWAI.E AOO "' .011 .8500 .OJ SWALE AREA
DC .119 ,. 9000 .n DC .011 .8500 .03
ON .119 , .9000 .n SWALf; ON .011 .8500 .OJ SWAl.E
SWALE-OUTLET REACH UN .119 9000 .n SWALE SWALE-OUTLET REACH UN .011 8500 .OJ SWALE
DL .119 9500 .3' DL .010 9500 .02
"" .419 9500 26 OUTLET '" .047 9500 .D OUTLET
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Type.
NOime.
Design Storms
2 yr and 25 yr
File.
f':\2005\05-063\Hydro\PondPac\Basin #2 - Unit Hydrograph.ppw
Titl".
Proj"ct
Project
Project
Project
Date: 5/4/2006
Engineer: Troy Plum, PE:
Title: Basin #2
Commenc.s:
Design Stor-m File,ID
LESlGN STORMS S~ARY
Storm Tag llar~e
D"td. Type, rile, If)-
Storm Fr"quency
Total Rainfall Depth-
Duration Multiplier ~
Resulting Duration
kesulUng St~rl Tim,,-
Storm Tag Name 2 yr
Data Type, r'ile, 10 ~
Storm FreqLlency
Total Rainfall Depth_
Duration Multiplier- -
Resulting Duration
Resulting Start Time-
Storm Tag Warne - 2S yr
Data Type, File, 10
Storm Frequency
Total Rainfall Depth_
Duration Multiplier -
Resulting Duration
Resulting StiHt Time-
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Syntheric Sto,m
0.5 yr
.6300 in
1
24.0000 hrs
.00llO hrs Step~
Synthetic Storm
2 y'
3.3000'in
1
24.0000 hrs
.0000 hrs Step-
Synthetic Storm
25 yr
4.8000 in
1
24.0000 hrs
.0000 hrs Step_
2 yr and 25 yr-
Typ<<IA
241,r
.lOfl0hr"
Em.!- 24.0000hrs
TypeIA 24hr
.1000 hrs End~ 24.0000 hrs
TypeIA
24hr
.luOOhr,;
End- 24".OOOOhr:;
9:55 AM
Page 3.01
Type.
Name.
TC:Calcs
CB AREA
P:\;>:005\05-063\Hydro\PondPac\Basin #2 - Unit Hydrog~aph.ppw
File..
TIME OF CONCENTRATION CALCULATOR
Segment #1: Tc: TR-55 Sheet
Mannings " .0200
JlydnwJic 1,,,ngth 123.00 fc
2yr-, 24hr , ; 3000 '"
Slope .010000 ft/ft
Avg.Veloci.ty .68 tt/SiOC
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......H........
................
.................
..............
Segment #1 Time:
.0500hrs
Total Tc:
. 0500 h~s
Calculated To:: < Min Tc:
Use Minimum Tc.
Use Tc ~ .0833 hrs
9:55 AM
f'ac:West Engineering
51412006
Type.
Nilm<:.
Te Calc"
Pa')" 4.02
Type.
Name.
Te Cules
ROOf' AREA
Page ~ .03
CB AREA
File.
P:\2005\05-063\llydro\PondPae\Basin ~2 ~ Unit Hydrograph.ppw
File.
P:\2005\05-063\Hydro\PondPilc\Bilsin ~2 - Unit Hydrograph.ppw
--_._-----------------------------------------~-------------------------
................................... ...........
..........................
Tc Equations uSed.
------~---------~-----------------~------------------------~------------
TIME Of' CONCENTRATION CA1.CU1.ATOR
..............
.............
SCS TR-55 Sheet Flow ~.M~---~_~--~~__~~__~~___~__~~__~~~~~_=_____MM
Te - ( 0'17
(In' J.f)"O.8111 ((P".S)' (St".4))
Where:
'"
"
,.,
,-
"
Time of concentration, hrs
Munnings n
Flow I.,n']th, tt
<:yr, 24hr k"in depth, inch""
Slope, ~
Segm<lnl ijl: Tc: TR-55 Sh"et
Moannings n
Ilydr"ulic Len<)lh
2yr, 24hr?
Slope
.0200
12.0.1)0 tt
3.3000 in
.010000 tt/ft
AVl].Velocity
.68 ft/see
Segment ~l Time:
.0490hrs
Totil1 Tc:
.0490hrs
Calculated Tc < Min Tc:
Ose Minimum Tc.
Use Tc . .0833 hr,
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5/412006
...
Type'.
Name.
Te C,lles
Page 1.04
Type.
Name.
Tc Cales
SWALE AREA
Pa9" 4.05
ROOF ARJ::A
File.
P:\2005\05-063\llydl:o\PondPac\Basin #2 - Unit Hydrograph.ppw
File.
P: \200S\OS-063\HydlCo\PondPac\Basin ~2 - Unit Hydrograph.ppw
...........................
..............
Tc Equations used.
TIME OF CONCENTR/l1'TON CALCULATOR
SCS TR-55 Sheet Flow ~__~____~__==_~=mma~_________=____________=___
'1',,- (.w)'!
(Ill . Ll)"q .1111 I ((I"'. ~I . (St... 4 I I
Where:
'c
Time of concentc"tion, Ius.
~1annings n
now length, ft
2yr, 2411r Rilin o"pth, inches
Slope, ~
Segment ~l: Te: TR-55 Sheet
u
,
"
Mi,lnnings n
Hydraulic Length
2yr, 24hr P .
Slope
.0200
180.00 ft
3.3QOf) In
,025000 ftlft
Avg,Velocity
1,06 ft/see
Segment #1 Tiloe:
.0470hrs
Total Tc;
.0470 hr.5
CaJculat~d Tc < Min Tc:
U.5e Minimum Tc.
U.5e Tc - .OB33 hr.5
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5/4/2006
Typ".
Wilme.
Tc en],;,,;
I'Il<J" 4.06
Type.
Warne.
H.UllOtt CN-A,e..
SWALE A~EA
CB AREA
P:\2005\05-063\l1ydro\PondPilc\J:;ilsin n2 - Unit Hydrograph.ppw
File.
r: \200~}\(l::'-06]\I1Ydro\P"ndr"c\BJsin #2 - Uni t lIyd,'o<j ~"ph.l'pw
Hie..
Tc E'luations used'. ....
RUNOFf' CU.RVE NUMBER DATA
-----------------------------------------------------------------------
scs '1'11.-55 Sheet flow g~~a_~~_~r~=~~c~~~~~~~~~~~~g~~~_~_~~~~~~~~~~~~
Tc ~ 1.007
{In. 1.0..0.8)) I ((P...5) . (5f".4))
Where; Tc Time of concentration, hrs
l~a nn ings n
!.f flow length, ft
l' 2y", ~4hr Il....i" d"plh, ind,,,s
51 Slope, ~
Soil/Surl<lce lJescription
COMPOSITE AREA & WEIGHTED eN --~>
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Pag" 5.01
..................
.................
eN
Area
acres
Impervious
Adjustment Adju8t"d
~ C ~ U C CN
94
.306 <;14.00
.]06 94.00194)
9;55 AM
PacWest Er.gineering
5/4/2006
Nl"n~ .
Runoff eN-Area
1<ooF AllJ:;A
Page 5.02
Type.
Type.
Na",,,.
Runoff tN-Area
SWALE A~O:A
PageS.OJ
rile,
P;\2005\05-D63\Hydro\PondPac\Basin U2 - Unit Hydl:ograph.ppw
File,
P;\2005\05-06J\Hydro\PondPac\Basin ~2 - Unit Hyd~ograph.ppw
RUNOFF CURVE NUMBER DATA
RUUOFF CURVE UUMBER DATA
Soil/SLJrface De:;cliption
C"
Ared
acres
Impervious
Adjustment Adjusted
,C .uc eN
Soil/Surface .Description
CN
Ar""
acres
Impervi.ous
AdjUstnLent Adjusted
'C WC CN
"
.513
9800
"
.341
94.00
COMPOSITE AREA & WEIGHTED CN ---;..
.513
98.00 (98)
COMPOSITE AREA & ~IEIGHTED CN --->
.347
94.00 (94)
...............................................
........................
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Type. Chn-Circular Page 6.'01 Type. Chn-Circular Page 6.02
Name. CE-OUTLE'l' Name, CB-QUTLET
File. P;\2005\05-063\flydro\PondPac\Basin "' . Unit Hydrogr"ph ppw !'"ile. P;\?005\05-063\flydro\PondPac\Basin "' . Unit Hydrograph.ppw
Solution Co MiJnnings Open ChiJnnel now E'lUaLi.on Solution '0 M"nnings Open Channel flow Equ"tion
(Computed values m based' an norm"l depth.) (Computed v"lues are based 00 normal depth.)
CIRCULAR CROSS SECTION CIRCIJ1.AR CROSS SEC'l'IOtJ
Slope .003300 ft/ft Slope .003300 ftlft
Mannings 0 . O. 01000 Mannings 0 - 0 01000
Invert Elev. Q28.0S " IllV.,rl Elev. 428.05 "
Tap 0' Clluron,,1 42~ . Ill! " 'op 0' Channel 428.88 "
Di"meter .8330 " . Di"meter .8330 "
Elev. l1eplh flow Vel. Are" 'op W. ~Iet. P. '" Froude E1ev. Deptb ,']ow V.;] . Area 'op W. Wet.P. '" Froude
11l) (1L) (<.:l:;) Ifl/""c) ~~~t~~~ 1111 I!tl (lL) tJu. Ifll 1ft) (eb) IH/see) (",,!.tt) (ft) 1ft) Iftl Po.
m .050 .00 .00 .00 .0000 .00 . CO .00 0 . CO m m ." . " 3 38 .5116 .52 2 .05 .98 O. 60
m m .02 .CO .9B .0034 .25 .38 .0> 0 " ~ 28 .810 .38 .38 3 .38 .5216 .n 2 ." , .n 0 .56
m .090 ,".1 .1'11 .75 .01196 . " " .0.1 O.Ij] ~ 211 .8]0 .'111 .38 3. n :5304 .H 2. " 1 .30 0 .'l
428. n" .06 .02 . 98 .01-1;' ." . 45 .0< O. 98 m .850 .80 .75 3 .26 .5378 .33 2 .28 1 .65 0 .45
428. 130 ." .03 1. 17 ,0267 . 45 ." .05 0 80 m .870 .'2 .72 3. 16 . 5 ~ 32 .21 2. 41 2. 63 0 .34
428. '80 .10 .05 1 .35 .0]?1 .54 .59 .07 0 91 m .883 .83 .63 .3 00 .5450 .00 2. 63
428. no 12 .0' , .51 .O~83 .98 .55 .08 0 93
428. '" ." .10 1. 56 .0604 63 . " .>0 O. 9<'
428. "" .1'6 .13 , .80 .0732 .56 . " .n o. 98
42B .230 .l8 .n 1 .93 .0866 " .2l .n o. 96
m .250 .26 .21 2 05 .1006 .n .96 ." 0 . 96
42B .270 .n .2S 2. 17 .1151 .33 .90 .16 0 .97
42B .290 .2.1 .30 2 29 .J30Q .98 .9.1 .n 0 .00
m .]10 .26 .33 2. 39 .145] .33 .99 ." 0 .00
428. 330 .28 .40 2 " .1609 . 79 1 .03 .20 0 . 00
428 .350 . 30 .45 2. 57 .1767 .80 1 .07 .n , .96
420. ]'111 .33 .;; o' 98 .1928 " , .n '.24 0 ,96
428. m .34 .57 13 .2091 .82 1 .lO .25 0 .95
m .410 .36 . OJ 81 .2256 .83 1 .20 .17 0 .98
428 .430 .39 .70 " .2421 .fl.1 , .79 .29 " .~4
4211. 450 .80 .76 2 93 .2581 .83 , .28 .J! ". 93
428. m .42 .83 ].01 .2754 .83 1 .32 .33 0 . "
428. m .4< .90 3.07 .2921 .83 1 36 .J; 0 .91
m .510 .40 .96 ].12 .3087 .83 , .40 .37 0 .''10
428 .5]0 .00 .03 3,17 .3252 .'2 , .4< .00 , .80
m .550 .80 .10 3.22 .3416 .'2 1 .48 .42 0 88
m .570 .52 .n 3.26 .3578 .2l , ." .4l 0 .86
m .590 .54 .n 3.29 .3738 .90 1 .56 .17 0 .95
428. m .Sfi ,30 ].]J .30% .'18 1. 90 .50 " ,l:<l
428. 630 .58 .36 3.35 .4051 .33 1 .55 .S; 0 .81
428. 650 .50 . " 3.]8 .4202 .75 1 . " .56 0 .79
428. 670 .62 .49 3.40 .4350 .13 1 .13 .60 0 .17
428 .690 .64 .53 3.41 .449] .70 1 78 .60 0 .75
428. 170 .56 .59 3.42 .4631 .58 1 .83 .59 0 .13
m .730 65 .63 ].42 .476] .65 1 .8B_ .34 0 "
428, m .70 .67 3.41 . ~889 .-61 1 .93 "-80 C. 67
~28. 770 .n .70 3.40 .5007 .57 L " .88 O. 54
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Type. Channel Equations Page 6.03 Type. Chn-Circ:ular Page 6.04
Name.. . CB-OUTLET Name. OUTLET-CITY
File. P;\2005\05-063\~Ydro\PondPac\Basin "' - Unit llydrograph.ppw File. P;\2005\05-063\llydro\PondPac\Basin "' . Unit Hydro'1H1ph.ppw
Solution to Mannings Open Channel flow Equation
(Computed values m based 00 normal depth.)
CII\CtlLAK CROSS SI:.:CTlotl
Slope .003300 ftlft
Mannings 0 - 0 01000
Inv"rt Elev. 427.9B "
'op of Channel 428.98 "
SOLUTION TO MANNINGS OPEN CHANNEL FLO~1 EQUATION Diameter 1.0000 "
(ComplJt"d va] u'~s "', based 00 normal' depth.)
I::l"v. Depth Flow Vel. Area '0, w. Wet.P. ed Froude
(ft) (ft! lets) (ft/sec) (sq.ft) (ft) (ft) (ft) No.
Q - (k/nl . A (R.'2/3) (S"I/2) m '"0 .00 .00 .00 .0000 .00 .00 .00 0 00
'" 000 .02 .00 .49 .0037 .28 .28 .01 0 '3
where: <:nglish Units " units '" .020 .00 .01 . " .0105 .28 . <0 .03 0 ."
------------- --------- 428 000 .06 .02 .98 .0192 .47 .49 .00 0 "
0 Channel flow ef, ems' m .060 .06 .03 1 .10 .0294 ." .Ol .05 0 OS
, Mannings constant 1.485919 1.0 m 080 .>0 .06 1 .28 .0409 .60 .0< .DO 0 n
0 Mannings 0 no'units 00 units 428. 100 ." .06 1 .02 .0534 .65 .71 .06 O. "
P Hydraulic radius, A/~IP " m 428. 120. ." .11 1 .60 .0668 . " .77 .>0 0 9;
A X-section flow area sq.ft. s1.ro. 428. "0 .16 .15 1 .02 .0811 . " .02 .11 0 "
we Wetted p"rlmeter " m 428. 160 .l6 ." 1 .99 .0961 .n .99 .13 O. "
, Slope ft/tt m'm ~ 2 8. '"0 .20 .23 2 08 .1118 .SO .93 ." 0 '"
m 200 ;22 .2S 2 .20 .1281 .OJ .98 .15 O. 99
'" .220 .2< ." 2 .n .1449 .OS 1 .02 .n O. 99
"" .240 .99 .99 2 .n .1623 .08 1 .n .l6 O. 99
ADDITIONAL OUTPUT VARIABLES; 428 .260 .28 .SO 2. 93 .1800 .00 L " .20. 2 .00
Vel~ O'A 428 .280 .30 .52 2. 63 .1982 .92 L 16 .22 1 .00
"d 0 AlTpW 428 .300 .92 .59 2 .n .2167 .93 1 20 .23 1 .00
, - V,1 , " l!d)"1/2 428 .320 .'4 ." 2 .81 .2355 .95 1 .25 .25 0 99
428 .340 .36 . " 2 . 90 .2545 . 99 1 .23 .20 0 99
where: English Units " units 428 .360 .99 .e2 2 .98 .2739 ." 1 .23 .28 0 99
------------- --------- 428. 990 .40 .90 3 06 .2934 .98 L 93 .30 0 .99
Vel~ Veloci.ty ft/sec m/sec 428 <00 .42 .'" 3. 13 .3131 . " 2 ." .92 O. 99
Q - Chi>nnel flow 0<, em, m 420 ." 1 .08 3 20 .3328 99 1 . <S ." O. ".
A X-section flow area sq. ft. sq.m. m "0 . SO 1 .15 3 20 .3527 .00 1 .98 .35 O. "
"' " Hydraulic depth " 428 SOO .l6 1 2< 3 33 .3727 :00 1 .53 .93 O. 96
TpW- Top width fo< flow area " m 428. <eo . SO 1 .33 3 39 .3927 .00 1 .93 .39 O. 99
, - Acceleration of gravity ft/sec"2 m/sec."2 428 500 . 52 , .42 3 ." .4127 .00 L 61 .41 O. "
, 0 Froude No. M units M units 428 S20 .54 1 .51 3 50 .4327 .Op 1 .'5 .n 0 "
(Subcritical: , , L Critical; , 0 ,; Supercritical: , > " m 540 ." 1 .60 3 54 .4526 . 99 1 " .<6 0 93
428 .560 .58 1 . 30 3 59 . 4723 . 99 1 .'3 .l6 0 .92
m .580 .SO 1 .39 3 63 .4920 .98 1 . " .50 0 90
428 .600 .62 1 .88 3 67 .5115 .93 1 .81 .53 0 89
428. 820 .0< 1 ." 3 11 .5309 .99 1 85 .55 0 "
m 840 . " 2 .08 3 " .5499 .99 1 00 .58 0 99
m "0 .60 2. " 3 " .5687 .-93 L 94' .61 0 OS
428. 680 .30 2 .23 3 .39 .5872 .92 1 .-98 .0< 0 "
428 300 .72 2 .31 3 81 .6054 .90 2 .03 .67 0 82
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.
.....
.
............
Type.
Name.
Chn-CirculiH
Page 6.05
Type.
Name.
Channel Equations
OUTLET-CITY
Page 6.06
OUTLET-CITY
/'"ile.
P:\200S\05-063\Hydro\PondPClc\Basin #2 - Unit Hydrograph.ppw
File.
P: \2005\05~063\Hydro\PondPac\Basin #2 - Unit HydrogrClph,ppw
solution to Mannings Open Channel Flow Equation
(Computed values are based on normal depth.)
CIRCULAR CROSS SECTION
Slope .003300 ftlft
Mannings 0 - O. 01000
Invert Elev. 421.9B n
'!'''l' ,,' Cl"",,,,,) 42U. ~u H
Diam"ter 1.0000 " SOLUTION TQ.MANNINGS OPEN CHANNEL fLOW EQUATION
lComputed vcdues He based 00 normal depth.)
Elev. Pepth Flow Vel. An:!,] -rop ,. WeL.P. Hd Froud",
Ifl1 (rll (,;rnj Ifl./"",;) 1"'I.rl) 11'1) If I,) Ifll flu.
428. 720 .H .39 83 .6231 .88 07 .'1 O. Be' Q - (kill) , (R.'2I3i 15*'1/2)
~28. ,40 .76 .46 .8' .601'1" ."' .12 , 'J~, " . "
.L"I ,7'''' ,)'1 ,'d "" ,-",','1" ,",,' " ,'h ". ", wi"",,: 1';JJ<J11"lJ U,dL" :;1 IUllL"
-12l!, luu "" 2 ,l:iu J " ,ti'/'jii . "" ~. 2\ ."' u. ." -------------
428. "00 .H2 2- 66 3 B6 ,61Jrn ."1"1 .2' .90 0.72 Q Ch(>nll~ \ flow cf" c",,,
428 .820 e, .. 12 3 " ,'III~ 3 .'13 .. 32 .% ". 1;9 , M""llill'.l': ""II'l1,,"l. 1 . ~l!"'Jl!' 1,0
,1:':11. ll~lJ . IJ ~ .. " , .IJ:" .lllJb , L ~J .J" "' ". b'l Mallllin'Js " "0 unit:; 00 \mil~
m .860 .88 .eo 3 .83 , 'I32(J .65 2. " .12 O. 66 , Hyd'-aulic radius, A/WP- tt m
428. 8eo . eo ." 3 .81 .74.15 .60 , " ." 0 .60 , X-section flow area sq.ft. sq,m,
428 ,900 .92 .86 3 " ,7560 .66 2. " ." O. 86 "' Wetted perim"ter " m
428. '" ." .86 3 . ,. .7653 .46 2. 0< ." 0 32 S Slop," ft/ft m'm
428. 920 ." .86 3 " .7662 .n 2. 65 .n 0 32
428. 940 .86 .8' 3. '8 .7749 .39 2 . ,. .98 O. .6
m ,960 .98 .81 3. 60 .7817 .28 2 86 .10 O. 3B
m .980 1.00 .66 3 39 .7854 .00 3. " ADDITIONAL OUTPUT VARIABLeS:
Vel- Q/A
"' . A/TpW
f . v,l , Ig Hd) ..1/2
where, English Units 92 units
-------------
Vel= Velocicy
Q - Channel flow
A ~ X-section flow ar,"ll
Hd ~ Hydraulic d,"pth
TpW= 'rap width {or flow area
9 Acceleration of gravity
F ~ froude No.
[Subcritical: f < 1;
ft/sec
of,
sq.ft.
"
" m
ft/sec..2 m/sec..2
no units no un~ts
Critical: f -,1; Supercritical: F > 1)
m/sec
0.,
sq.m.
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Name. SWALE-OUTLET Name. SWALE-OUTLET
File. P:\2q05\05-06J\Hydro\PondPac\Basin "' ~ Unit Hydrograph.ppw file. 'P:\2005\05-063\Hydro\PondPac\B"sin "' ~ Unit Hydrograph.ppw
Solution to Mannings Open Channel Flow Equ,,:tion Solution to Mannings Open Channel now Equation
(Computed viJ,lues "'" bas<ld on normal depth.) (Computed valu"5 m based on normal depth.)
TRAPEZOIDAL CROSS SECTION TRAPEZOIDAL CROSS SECTION
Slope .010000 ftltt Slope .010000 ftlft
Mannin<JS " . 0 24000 Manni';gs " . 0 24000
Inv"rt Elev. m " " Invert Elev. '" .05 "
Top of Channel m .05 " Top of Channel m 05 "
Base width 2.00 " Base width 2.00 "
Rc Side slope 4.000 hor'i:wntal " vert. Rt'Side slope 4.000 horizontill ,1 vert.
" Side slope 4.000 horizontal " vert. " Side slope 4.000 horizontill ,1 vert.
Elev. Depth Flow Vel. Area Top W. Wet.P. "' Froude Elev. Depth Flow Vel. Area Top W. Wet.P. Hd Froude
(ttl (ft) (efs) Ift/seel (sq.ft), (ft) (ftl 1ft) No. (ft) (ftl (~fs) (ft/see) (sq.ft) (Et) (ft) (Et) No.
428.050 .00 .00 .00 .00iJO .00 .00 .00 0 00 m .730 .08 1. 42 .35 j 2095 , 44 , .01 .., 0 09
428.060 .01 00 .03 .0204 2 .08 2 08 .01 0 05 428 .750 . " 1 .>9 . " 3 .3601 , .60 , .33 .44 0 .09
428.070 .02 .00 .04 .0416 2 . " 2 . " .02 0 06 428 .770 .32 1 .26 .36 3 .5136 , . " , .9< .45 0 09
428.090 .08 .01 .07. .0864 2 .32 2. 33 .0< 0 06 428 .190 .'4 'I ." .33 3 .6703 , .32 8. " ." 0 09
428.110 .0' .0> .09 .1344 2 .44 2 . " ." 0 00 428 .810 . " 1 .42 .3' 3 .8305 8 .08 8 .33 43 0 09
428.130 .08 .02 .10 .1856 .64 2 . " .03 0 00 428 .830 .3' 1 .50 .'" 3 .9936 8 26 8 .., .44 o. "
428.150 . " .03 .42 ,2400 2 .80 2 .92 .09 0 00 428 m .80 , .50 .'" 4. l599 8. '" 8. 60 .50 o. "
428.170 .12 .08 . " .2976 2 .36 2. 99 .10 0 00 428 m .92 , .68 .39 4 .3297 8 . " 8 " .33 0 "
428.190 ... .05 . " .3584 3. 42 3. " .11 0 08 m BOO .64 , .33 .39 4 ,5024 8. 32 8 93 .52 0 "
428.210 ." .00 . " ,4224 3 .2B 3. 32 .13 0 .08 428 no .B6 , .B6 .40 4 .6783 8 08 9 09 .53 0 "
428.230 .18 .08 . " ,4896 3 .44 3 48 .14 0 .08 428. 930 .08 1 36 .40 4 .8576 9 04 9 26 .9< o. 10
428.250 .20 ." . " .5600 3. 60 3. 65 ." 0 .08 428. 950 ." 2 .00 .., 5 0399 9 20 9 42 .55 0 "
428.270 .32 .42 .>9 ,6336 3 " 3. 81 .17 0 .08 m .970 .92 2 ." .., 5 2257 9 36 9. 50 .56 o. 10
428.290 .26 ... .20 ,7104 3. 92 3. " .18 0 .08 428. 990 .9< 2 .26 .42 5 4144 9 52 9 '5 .33 o. 10
428.310 .26 ." .33 .7904 . 08 . .14 .19 0 .08 429 0" . 36 2. 33 .42 5 6063 9 68 9. 92 .60 o. 10
428.330 ." . >9 .33 ,8736 4 .26 4 .33 .33 0 .08 429 030 ." 2 .<9 .43 5 8017- 9 64 " 08 .59 o. 10
428.350 .30 .24 .22 .9599 . . " 4 .43 .n 0 .08 m 050 .00 2 .00 .43 , 0000 " 00 10 25 .60 o. 10
426,370 .32 .24 .23 , .0496 4. 56 .. 64 .24 0 08
428.390 ." .24 .24 , . 14 2 ~ . .n . .eD .24 0 .09
42e.410 .56 .30 .2' , .2383 4 .eo 4 .93 .25 0 .09
'42a.430 .30 ." .25 , .3376 5 .04 5. 13 .24 0 .09
428.450 . " .31 .26 , .4400 5 20 5. 30 .25 0 09
428.470 .42 .4) .24 , .5457 5. 56 5. 46 .29 0 09
428,490 .44 . 45 .24 , ,6544 5 52 5. " .30 0 .09
428.510 .46 .50 .29 ., .7664 5 " 5. " .31 0 09
428.530 .48 .54 .29 , .6a17 5 .84 5. " .32 0 09
42a.550 .50 .59 .29 2 ,0000 6 00 6. " .33 0 .09
428,570 .52 .64 .30 2 .1215 ,. " , 29 ." 0 09
428.590 .54 .69 .31 2 .2465 , 32 6. 45 .56 0 .09
~ 2 f1, 610 .56 ." .31 2 .3744 ,. 44 , .62 .31 0 .09
428.630 .58 . eo .32 2 ,5055 ,. 64 6 " .38 0 09
428.650 .00 .86 ",32 2 . 6~00 , 80 6. 95 .56 0 .09
428.670 .62 .92 .33 2 ;7776 ,. " ,. 11 .<0 0 09
428,690 .64 . " ." 2. 9185 , " , 25 .H o. 09
428.710 . " .05 ." 3 ,0624 , .29 , 44 .42 o. 09
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................
Type.
Name.
Channel Equations
51"ALE-OUTLET
SOLUTION TO MANtHNGS OPEN CHANNEL FLOW EQUATION
(Computed values are based on normal depth.)
Q - (kIn) . A . (RH2/3l . (5"1/2)
where:
Q Channel flow
k Hannings constant
.~ Mannings n
R Hydraulic radius, A/WP
A X-section flow area
WP Wetted perimeter
5 Slope
ADDITIONAL OUTPUT VARIABLES:
Vel- Q/A
Hd ~ A/TpW
f - Vel I (g . Hd) "1/2
where:
Vel- VeLocity
o g_Channel flow
A - X-section flow area
Hd ~ Hydraulic depth
TpW- Top width for flow area
9 Acceleration of gravity
F froude No.
(Subcritical: F < 1; Critical:
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f.:nglishUnits
51 units
d,
1.485919
no units
"
sq.ft.
"
ft/ft
om,
LO
no units
sq.m.
m
mlm
English Units
51 units
ft/see m/se<;:
cfs ems
sq. ft. I!q.m.
" m
" m
ft/sec""2 m/sec'.2
no units no units
F-1; Supercritical: F> 1)
9:55 AM
Page: 6.09
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.....
Appendix A
Ihdex of Starting rage Nwnbers for ID Names
----- 2 -_----
2 yr and 25 yr.. 3.01
----- C ----.:.
CB AREA. 4.01, 5 01
CB-OUTLET. 6.01, 6.03
----- 0 -----
OUTLET-CITY. 6.04, 6.06
----- R ".----
ROOF AREA. 4.03, 5.02
-----.S --~--
SWALE AREA. .05, 5.03
SWALE-OUTLET. 6.07, 6.09
----- w'--
Watershed.
1.01,2.01,202,2.03
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.
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(
ct
Appendix F: Basin 3 Pond Pack Analysis
.
...
Jab File: P:\200S\05-063\llydro\PondPac\BASIN 113 - UNIT HYDROGRAPH PPW
Rain Oir; P \2005\05-063\nydro\PondPac\
Joe TITLE
Pro eet Date: 5/4/2006
Pro eet Engineer: Troy Plum, FE
Pro eet Title: Basin HZ
Pro eet Comments:
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...
..
Table of Con.tents
MASTER SUMMARY
Watershed.
Master Netwol:"l( Summary
1.01
............... NETWORK Sm-lMARIES (DETAILED)
Watershed. 2 y'
EXlO'cutive SUlNnary (Links) .01
Watershed. 25 y'
Executive Summary ILinks) .02
Watershed. S mo.
Executive Summary ILinks) .......... 2.03
.................. DESIGN STORMS SUMMARy...................
2 yr and 25 yr;. Oesign Storms
3.01
...................... TC CALCULATIONS .....................
$WALE AREA...
TcCalcs
~ .01
........................ CN CALCULATIONS ......................
SWALE AREA.
Runoff CN-Ar~..
5.01
............................ CHANNEL ANALYSES ........................
SWALE..,CITY.
Chn-Trap1.,
6,01
pacWest Engineering
5/4/2006
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5/4/2006
.....
Table of Contents
Channel Equations
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ii
6.03
. .PacWe~t Engineering
5/4/2006
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Type.
M<lster Netwol."k Summary
Watershed
P: \2005\05-063\Hydro\PondPac\Basin 113 - Uni t Hydrograph.ppw
Page 1.01
Name.
File.
MASTER DESIGN STORM SUMMARY
Network Storm Collection: 2 yr and 25 yr
Return Event
Total
Depth
io
RNF' ID
Rainfall
Type
6 mo.
'2 yr
25 yr
Sy':'thetic Curve
Synthetic Curve
Synthetic Curve
TypelA 24hr
TypeI'" 24hr
TypeIA 24hr
.B300
3.3000
4.BOOO
MASTER NETWORK SUMMARY
Santa Barbara Urban Hydrograph proceduce
(.Node~Outfall; +Node~Diversion;)
(Trung HYG Truncation: Blank-None; L-Left; R-Rt; LRmLeft&Rt)
M"
Return ",G '0' Qpeak Opeak Mo' WSEL Pond Storage
Node W Type Event <'Ie-ft T.run h" of, " i1c-ft
----------------- ---------- ------------.
.CITY 'CT , .018 .0500 .0<
'CITY 'CT 2 .129 .0000 .38
'CITY OCT 25 .201 .0000 . "
OUTLET OCT , .018 7 9000 .05
OUTLET. OCT 2 .129 7. 9000 . "
OUTLET OCT 25 .201 7 .9000 ."
SWALE AREA AREA , .018 7 .9000 .05
SWALE AREA AREA , .129 7 9000 . "
SWALE AREA AReA 25 .201 7 9000 ."
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1\
.'\ /1
r'\
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~
, ,
,,".
Type.
N<lme.
file.
Storm.
Executive Summary (toinks)
Woltershed
P:\2005\05-06J\Hydro\PondPac\Basin
TypetA 24hr TlIg: 2 'II'
Page 2 01
Event: 2 yr
~3 - Unit Hydrogrilph.ppw
"
Type.
t1ame. .
File.
Storm.
Executive Summary (Linksl
Watershed
P;\2005\05-063\Hydro\PondPac\Basin 113 - Unit
TypeIA 2qhr TlIg: 25 ye
Page 2.02
Event: 25 'II'
Hydl;"ograph.ppw
NETWORK SUMMARY u LINKS
(UN-Upstream Node; DL-DUstream End of Link:; Dtl-DNstrearn Node)
(T~'un.- HVG Trunclltion: Blank-None; L-Left; R..Rt; LR-Left & Rtl.
NETWORK- SUMMARY -- LINKS
(UN-Upstream Node; DL-DNstream End ot Link; DN..ONstream Node)
(Trun.- llYG Truncation: Blank-None; L-Left; R-Rtl LR-Left & Rt)
DEFAULT Design Storm File,ID
2 yr and Z5 'II'
DEFAULT Design Stor-m File, ID
2 yr"nd25 yr
Storm Tdg flame
- 2 yr
Storm TIIg 1111me
- 25 yr
Da.ta. Type, File, ID-
Stol'm Fn"l~ency
Total R"infa.ll Pepth-
puration Multiplier _
Resulting Oura.tion
Resulting Start Time-
Synthetlc Storm
2 yr
3.3000 in
,
24.0000hrs
.0000 hrs Step-
TypelA
24hr
.1000 hrs
End- 24.0000 hu
Data Type, File, 10-
Storm Frequency
Total Rdnf"ll Depth-
Duration Multiplier _
Resultin<:l Duration
Resultin<:l Start Time-
Synthetic Storm
2" yr
4.8000 in
,
24.0000hrs
.0000 hrs Step-
TypelA
24hr
.1000hrs
End- 24.0000 hrs
"" Vo' Peak Time Peak Q
Link W Type a.e-ft Trun. he> ", '"" Points
---------------- ----------- ----------------
SWALE ADD UN .129 9000 . <0 SWALE MEA
DC .129 9000 .<0
ON .129 .9000 .<0 OUTLET
SriME-CITY REACH UN .129 , 9000 .<0 OUTLET
DC .129 " .0000 .3'
ON .129 , 0000 .3' CITY
"YG Vo' Pea.k Time Peak Q
Link W Type lIe-ft Trun. he> of, '"" Points
------------._-- ----------- ----------------
SWALE AOD UN .20t 9000 .62 SWALE ARfA
DC .201 .9000 .62
ON .201 .9000 .62 OUTLET
SWALE-CITY REACH UN .201 .9000 .62 OUTLET
DC .201 0000 .60
DN .201 0000 .60 CITY
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Type.
Name. .
File.
StOJ;ffi.
Executive Summary (Links)
Watershed
Pagel.OJ
Event: 0.5 yr:
P:\200S\OS-063\Hydro\PondPac\Basin 113 - Unit Hydtograph.ppw
TypelA 24hr 1'(lg; 6 mo.
NETWORK SUMMARY -- LINKS
(UN-Upstream Nod,,; O!.wDNstr"am End of Link; DN-llNstteanL Nod~l
(1'rull.- IIYG Trun""tion: UlilJlk-llo"c, L-Left;' R~Rt; LI,-L...tt & f{t)
DEFAULT 0",,1gn Storm file,II)
.2 yr and2Syr
Stocrn Tag Name
~ 6 mo.
------------------------------------------------------~-------------
Data Type, file, ID -
Storm Frequency
Tot<ll RaInfall Depth~
Duration Multiplier ~
Resulting Duration
Resulting Start Time-
Synthetic Storm
0.5 yr
.8300 in
,
24.QOOOhrs
.0000 hrs .Step~
TypeIA 24hr
.1000 hrs End~ 24.0000 ht"s
"" Vo' Pi'!ak Time Peak Q
Link " Type (lC-fL Trun. "" d, Cod Points
---------------~ --------------
SWALE AOD U" .018 9000 .05 SWALE "'"''
DC .018 .9000 .05
'" .018 .9000 ." OUTLET
SWALE-CITY REACH U" .018 ,. 9000 .05 OUTLET
DC .018 , .0500 .0<
D" .018 , .0500 .0< CITY
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~, ,r""\,
Type. .
Name.
Design Storms
yr and 25 yr
File.
r,.
r,r,
Page 3.01
P:\2DOS\OS-OliJ\llydro\PondPac\Basin #J - Unit Hydrograph.ppw
Title.
Project Ddte: 5/4/2006
Project Engineer:. Troy Plum, PE
Project Ti ll<>: Basin ~2
Project Comm"~ts:
DESIGN STOHMS SUMMARY
Desigf\ Storm File,IO
Storm Tag Name
~ 6 mo.
2 yr and 25 .yr
~:~:-;~~:~- ;~~:~-i~-: - ;~~ ~~:~~ ~- ;~~;:- - --;~~:~~--;~~: ---- -------------
Storm Fr",qu",ncy . 0.5 yr
Total Rainfall Depth~ .BJOO in
Duration Multiplier ~ 1
Resulting DUL-ation 24.0000 hrs
Res\ll ting St"rt Tim".. .0000 hrs Step_ .1000 hrs End- 2~ .0000 hrs
Storm T"g Name
.. 2...yr
Data Type, File, 10_
Storm Frequency
Total Rainfall Depth~
Duration Multiplier '"
Resulting Duration
Resulting Start Time..
Synthetic Storm
2 y<
3.3000 in
,
2 ~ .0000 hrs
.0000hrs Step..
Storm Tag Name
"'25'yr
Data Type, File, ID a
Storm frequency
_ Total Rainfall Depth..
Duration Multiplier _
Resulting Duration
Resulting Start .Time..
Synthetic Storm
25 yr
4.8000 in
,
2~. 0000 hrs
.0000 hrs Step~
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'I'ypelA 24hr
.1000hrs End- 24.0000hrs
10:01 AM
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Paerlest Engineering
5/4/2006
Type.
Tc Cales
SWAl!:: ARl::A
N,lln".
,~.~.r
r-" ~, r.
,"'--"",
.
Page 4.01
Type.
Nell"::'
Te Celes
SWALl:: AREA
File.
P:\2005\05-Q63\HydrO\PondPae\Basin ij3 - Unit Hydrogtaph.ppw
File..
P:\Z005\05-063\Hydro\PondPac\Basin ~~ - Unit Hydrograph.ppw
....................
..........
TIME OF CONCENTRATION CALCULATOR
...................
..........
Se<Jt"",nt Ill: Tc: TH-55 Sh""t
Mannings n
llydl-aulie Length
2y" 2.11" I'
Slope
Avg.Velocity
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.0200
167.00 ft
3.10"" 'n
,010000 ft/ft
.73 fLlsee
Tc Equations used.
""
,,".
Tem (,007
SCS TR-55 Sheet Flow ~m_mmmmm______R~_____________=_~_mm__________~
WherE:: 'l'c
"
"f
,.
Sf
Segment III Time:_
.0638 hes
Total Tc:
,0638 he"
Calculated Te < ~li n Te:
Use Minimum Te.
Use Tc - .0833 hrs
10:01.AM
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5/4/2006
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Page 4.02
Iln" 1.0uO.8)) I ((P....5)
(5f".4))
Time of concentration, hes .. '.
Mannings n
Flow length, fL
2y,', 2qhr Kltin d"I'U<, lnches
Slope,
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Type... Runoff eN-A.",...
Name. SWALE AREA
File.
,,,,-...,,,r..,,,---....
Page 5.01
P;\2005\05-063\Uydro\PondPac\Basin H3 - Unit Hydrograph ppw
RUNOFF CURVE NUMBER DATA
Soil/SUrface Oescription
Impervious
Ar~1l A<.1ju!lt.n"~"l Adju,;tet.!
eN aeICes '!.C iue eN
"
.5S8
COMPosnE AREA 6. WEIGHTED ell --->
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SWALE-CITY
Page 6.01
File. . P:\2005\05-063\Hydw\PondPac\Basin " ~ Unit Hydrog~aph. ppw
Solution to Mannings Open Channel flow Equation
(Computed values m based on normal depth.)
TMPIOZOIDAL CROSS SECtION
SlOpe .013000 fl/ft
Mannings " - o. 24000
IIlVert.EI{:v. 428. % "
'op of Channel 431 .2> "
Base width 4.00 "
"' Side slope ~ .000 hori7.0[)till " vert.
lot :lI<..1" :llu!," 4.0[J(J ta"lzonLD.l '1 v."t.
Elev. Depth Flow Vel. Area Top W. Wet.P. Hd Froude
1ft) UtI Icfs) l(l/""c) Isq.fL) (fL) (fU 1ft.) 110.
~-~~ --
4211 .';60 .011 .00 .00 .0000 .00 .00 .00 .0 .00
42&'. 970 .0' .00 .03 .0404 4 .06 , 06 .01 0 06
m 010 .05 .02 .00 .2099 , ." , 41 .05 0 00
m 0" .10. .06 ." .4400 , .80 , .89 .00 0 OS
429. '" . " . >3 ." .6900 5 20 5 24 .>3 0 00
429. 160 .20 .21 .22 . 9601 5. 60 5 " ." 0 09
429 2W .35 .2l .35 1 .2500 , 00 , 06 .2> 0 .>0
m 260 .30 .43 .20 , .5599 , 00 , 41 .24 0.10
429. 310 .35 .5' .30 , 8900 , 80 , 89 .28 0.10
429. 3" ." . " .32 2 2400 , .20 , . 30 .2l 0.10
m no .45 .89 .H 2 .6101 , .60 3 H .34 0.10
m .460 .80 1 .00 .26 3 0000 8 00 8. 12 .38 0.10
m 5>0 .55 , .2l .38 3. 4099 8 .00 8 " .41 0.11
'" 5" ." , . " . 40 3. 8401 8. 80 , 89 ." 0.11
429. '" .'5 , .80 ." 4 .2899 9 20 9 26 .41 0.11
429. 660 . 30 2 .08 ." 4 .7601 5 " 9 n .50 0.11
429. m .35 2 .38 .45 .2500 >0 00 >0. " .53 0.11
m '60 .80 2 .H .4l 5 7599 10 " >0. 60 .55 0.11
~ 2 9. 810 .85 3 06- .49 , 2901 10 80 " .0> .80 0.11
429. m .00 3 43 .50 , 8399 " .20 " ;2 .'1 0.11
429 no .89 3 03 .>2 , . ~ 101 11 .60 " .03 .04 0.11
429 960 , .00 , .35 .53 , .0000 " .00 " 25 ." 0.11
430 '" , .05 4. 30 .55 ,. 609B >2. 60 >2. 66 .09 0.12
430 060 L " 5. " .56 , 2~01 >2 .80 U 00. .72 0.12
430: "0 , ." 5. 68 .53 ,. 8899 U 20 U 48 .35 0.12
430. '60 , .20 6 2> .55 " 5602 U 60 U .90 .78 0.12
430 2W 1 .25 , n . " " 2500 1~. 00 " .2l .80 0.12
430. m 1.30 7.35 ." " .9598 1~.40 " .72 .03 0.12
430 no 1.35 7.97 .63 12 .6901 l~ .80 ". 13 .86 0.12
430 360 1.40 8.61 .04 U ~399 15.20 15. 5, ." 0.12
430 no t.45 9.29 ." " .2102 15.60 15. 56. ." 0.12
<30 660 1.50' 9.99 .67. " 0000 16.00 ". " .96 0.12
430. 5>0 1.55 10;73 .68 " 8098 16.40 16.78 .96. 0 .>2
430. 560 1.60 11.49 .09 ". 6401 16.80 17.19 .09 0 .>2
430. m ..65 12.29 .30 13 .4899 17.20 17.61 .02 o. 12
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,'-""',
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'."'''''''
~
~.
Type. .
Name.
Chn-Trapz.
SWALE;-CITY
Page 6.02
File.
P: \2005\05-063\Hydm\?ond?ac\Basin 113 - Vni t Hydrograph .ppw
solution to Mannings Open Channel Flow Equation
(Computed values are based on normal depth.)
TRAPEZOIDAL CROSS SECTION
Slope
Mannings n - 0
Invert Elev.
Top -of Channel
Base width
Rt Side slope
l.t ,;id" slope
.013000 ft/ft
24000,
428.96 ft
4]1.21 ft
4.00 ft
4.000 horizontal
~ .000 ho ri :tontill
:1 vert.
:1 vert.
Elev. Depth Flow Vel. Ar-ea Top W. Wet.P. " Froude
(ft) 1ft) (ctsl Ift/sec) (sq,ftl (ft) (ft) Iftl No'.
431J. 960 L '" n . 1~ . D " .~602 " .60 " 02 I .C4 o. 12
4JO DO I . " 13 .99 .D >9 2500 '" .00 '" .0 I 07 o. "
430 'eo I ." " .B9 . " 20. 1598 '" 40 '" .84 , .10 0 ,12
430. 610 , ." " .82 . " " .0901 '" " 19 26 L " 0 .12
430. ",0 , .90 10 ." " " 0399 10 20 10 " I .>5 o. 13
430. 910 I .95 " ." . " 23 .0102 10. eo 20 08 I .u o. "
430 960 2 .00 10 .82 .78 24 .0000 20 00 20 .<9 , .20 o. "
m .010 2 05 >9. 90 .60 25 00ge 20. 40 2D. 90 , .n o. "
m 060 2 .10 21 .01 .B> 26.0401 20 " " .B2 , ." o. "
431. no 2 .>5 " .15 .62 21.0899 " .20 " . " , .28 O. "
431. leo 2 .2D " 24 .83 28.1603 " .60 ". " , .30 O. 13
m .210 2 .25 24 56 84 29.2500 " .00 " 55 I .33 D. 13
SIN: 5EYXYWGWK9F9
Pond Pack (10.00.015 00)
10:01 AM
pacWest Engineering
5/412006
.'"
!~!
TYPl:i:. .
Naml:i:.
'"
"''''''''''
Channel Equations
SWALE-CITY
Page 6.03
SOLUTION TO MANNINGS O?EN CHANNEL FLOW EQUATION
(Computed "...lues are based on normal" depth.)
where:
o ~ (k/nl . A . (R'.2/3) . (S..1/2)
English Units
Q
k
Ch...nnel flow
M~nllings constant
Mannings n
Hydraulic radius, A/WP
X-section flow ~rea
Wetted perimeter
slope .
"
,
A
W, .
S
ADDITIONAL OUTPUT VARIABLES:
Vel- O/A
Hd - A!TpW
f ~ Vel I (g . Hd)Ul/2
h'here;
Ve1~ Velocity-
Q .. Channel flow
A - X-section flow area
Hd g Hydraulic depth
TpW- .Top width for flow area
9 Acceleration of gr..."ity
F - froude No.
(Subcritical: F < 1; Critic...l:
SIN: 5EYXYWGWK9F9
Pond Pack (10.00.015 00) >
cf,
1.485919
no units
"
sq.ft.
"
ftlft
English Units
SI units
em,
1.0
no units
m
sq.m.
.
./.
SI units
ftlsec m/s~c
cfs- cms
sq.ft. sq.m.
" .
ft .m
ft/sec"2 m/sec"2
no units no units
F- i; Supercritical:.f> 1)
10:01 AM
P...cWestEngineering
5/4/2006
()(1()
Appendix A
()()
(1 ,~, ('.
Index of Starting Pilgc Numbers for 10 Names
-'----'2 -----
2 yr: <lnd 25 yr. ,01
----- S -----
SWALE AREA. 4.(1l, 5.01
SWALE-CITY. 6 01, 6 03
----- W
Watershed. l.Or, 2'.01, 2.02, 2.03
SIN: 5EYXYWGWK9P9
Pond Pack 110.00.015 00)
10:01 AM
()()..().
A~'
PacWcst Engineering
5/4/2006
Appendix G: Underground Parking Analysis
APPENDIX 'G'
This section addresses .the stormwater runoff and pump design calculations for the underground
parking area. Due to the small area of the ramp leading down to the parking garage, the rational
method has been used to determine the maximum design runoff rate for this area. The .
underground parking area has been designed to convey runoff from wet vehicles and wash down
of the parking surface. .
A:! Ramp Runoff
.
The total area of the ramp leading down into the parking garage that will be collected and .
pumped back to the surface is 0.159 acres. The runoffIength is approximately 140 feet and the
maximum slope is 12%. The time of concentration is 15 minutes ascalculated below.
c
( 2L )){14
. T, = I = 13.7min, (use 15 min)
3~s . .
(
Using the aD aT IDF cun.e for Zone 7, 'shown in Appelldix 'J', a 1 DO-year return event
produces 2.0 inches per hour. A runoff coefficient of 0.9 is used since there is.some landscaped
area included in this runoff calculation. The IOOCyear runoff for this ramp is therefore 0.30 cfs
as calculated below. .
c
(
(
(
Q'DD = CiA = (0.9)~.Oi%rXO.I59acres) = 0.286cfs = I 28gpm
A.2 . Parking Area Runoff
(
This analysis assumes the largest runoff in the parking lot garage will occur during wash down of
the parking surface. It is assumed ihat approximately 50 gpm will be used for wash down. A
factor of safety of 2 is used to ensure the pump is not overwhelmed by wash down activities for a
design flow of 100 gpm.
c
A.3
Pump Design
The total design inflow for the proposed pumps is 228 gpm. The following calcutions
demonstrate the proposed duplex pump system can convey the design runoff rate and overcome
C the required total dynamic head. The pump calculations are for a single pump, the proposed
pump system will consist of a duplex pump configuration. Pump specifications are included in
Appelldix '1'.
c
c
c
c
P: \2005 \05-0631Hydro IReportlAppendix doc
Page 1 of3
.
.
(J
.
Total Dynamic Head (TDH)
Calculating the TDH is an iterative process, based on the pump head curve and corresponding
friction head losses. For the following calculations, the TDH of the system is assumed, the
corresponding design flow is taken from the pump performance curve, and the actual TDH is
calculated from the design flow and static head to verify the original assumed TDH.
The elevation head for the system is 10 feet. Assume the pump is operating under an additional
3-ft of head due to friction losses for a TDH of 13 ft. From the pump performance curve, 13 ft of
TDH corresponds to an operating flow of 225 gpril, or 0.51 cfs. The selected pipe size and
material is 4-inch schedule 80 PVc. The total length ofthe pipe run is 99 feet. This corresponds
to a pipe velocity of 5.84 ftlsec or;
v = ~ = 7r~:C~r =5.84%c
..
Using Hazen Williamsequation, with C=150, the head loss due to friction is 2.8-feet or;
3.022(V)'85(L) 3.022(5.84%S85 (99 fl) .. .
hi = (C)'85(DY'65 =. (I 50ya5(0.33flY'.5 ~,2.7 fl.
c
The total change in elevation, static head, from the low point to the high point of the system is 10
feet. Thenifore the TDH for the system is 10 ft + 2.7 ft = 12.7 ft, which is approximately the.
assumed TDH of 13 ft. The selected pump is capable of overcoming 13 ft ofTDH as shown on
the pump performance curve. Thus, the selected pump has the capacity to overcome the TDH of
the piping system and convey the demand flow. The pump capacity at 13 ft ofTDH is 225 gpm.
. ,
c
The pump basin, shown in Appendix 'I', has a capacity of 500 gallons and the peak sewage
inflow is approximately 225gpm.
Pumn Snecifications
(
The selected pump and controller are by Goulds with the following specifications.
c
(.
Pumps
Controller
(
. Model #4SD52GlEA
. 230 Volt
. Single Phase
. Duplex Configuration
. 5.63" Impeller
. Rail System
· Model #DlO020
. Amp Range: 0~20
. Seal Fail Circuit
· Duplex Controls
. Audio Alarm
. Visual Alarm
(
C
P. 12005\0 5~063 IHydro IReportlAppendix. doc
Page 2 of3
,
>f
Detailed specifications forthe pumps, controller, and basin are included in Appendix 'I'.
Conclusion
The selected pump system and basin has been shown to be capable of operating under the
demands of the system. The design velocity is 5.84 ft/sec which exceeds the reconunended
minimum velocity of2 ft/sec. The pump discharges to a manhole and then to a grassy swale as
shown on Figure 2. Riprap is proposed at the outlet of the manhole to dissipate energy and
return the runoff to sheet flow.
p. \2005 105 ~063 !Hydro IReportlAppendix.doc
Page 3 of3
Appendix H: 100 Year Flood Plain
r-,
1-"
I
I
~
\
\
--1
~
APPROXIMATE SCALE IN FEET
500 0 ~
~~~~: NATIONAL FLOOD INSURANCE PROGRAM
,I
FIRM
fLOOD INSURANCE RATE MAP
/
AREAS
I..~NE COUNTY
UNINCOIU>Ol<ATl:ll Mll'.hS
4Lj~'J
ISEE MAP '''OEX rOA PANELS NOT PRINTEOI
. GAME
"
NUMElfR PJlNtL SUffiX
ROAD
~
,
~
ROAD ./
) ---- - ;
I
I
iY
I
(
21
~ II
~
::~T~,,!:
90AD
""" "33
<1>>>> n13
C~
COLONIAL .OAIVE
LANE COUNTY ~
UNINCORI'ORATW M.l:.\S "
<11191
MAP NUMBER
41039C1133 F
EFFECTIVE DATE:
JUNE 2,1999
"
I .
i ~~"'~q"
> w
~ .
: ~ ~-
"
"
'", ',,-
c; "
1'-?() "-
".
Federal Emergency Managemen1 Agency
n..,.."....<,.<OFYct.P,..,,""""".._,...,."".~".....m.p .
w_..".e'......'ngF..."TO...U.... ,,..."'.P_."""....,'en.n_
.r ."'....._.nlo_." "'0, h.w ......."'_......c_"'.o.h....,. .n'....
~"" b1..." For ,,,.,...., 1"0....'" ,......."'.."" abo.. N_U""", Flood I..."'.....
P,,,,,,_...,,,,,, "'.... <-=. '.... FE"'" F,ood MOl> 5...... """"'" moo --.. "'"
Appendix I: Pump Specifications
'.~",--'-""''-'''''''-'''.....,..:~".-;....~.- --,---,-..~.;.-
___,_._._~_";'._.m>.........,_,_.., ..
Submersible
Sewage Pump
,~
:~i':~'- ~ GOULDS PUMPS
.....~,. . 2'
;~:''',oo;.
. . '.'"
f1i
,
.. 6
~
SERIES, .' . ~ ' ,
. '
S
7
2
4SD
2
Dual Seal with Seal Sensor Probe
DIMENSIONS
MATERIALS OF CONSTRUCTION
Material
(All djm~nsions ar'e in inches. Do not use for conrtruction purposes.}
@/?
,-s.
II~~I
ROTATION '\ r ; .
1'.~!1
JL1;~:d : 7
KICKBACK
Part Name
.18" -'
J
l ~
J...T1
? 4" 125 PSI
'-- (ANSI FlANGE
t
~8
Impeller, non-dog
Castings
Shaft-keyed
Fasteners
Ball bearings
Pow-ercable
Seal sensor cable
O-ring
OuterMed1,
Seal Service
3'/,.
8 I OPT
Heavy duty
STD Mild
abrasive~
Material Code
1001
1179
NOMENCLATURE DESCRIPTION
1 st, 2nd and 3rd Character - Discharge Size and Type
-& 45D = 4" discharge, 3" solids handling, dual seal with seal fail
probe in pump.
4th Character - Mechanical Seals
~ 5 = Silicon carbide/silicon carbide/BUNA - lower seal and
carbon/ceramidBUNA - upper seal (standard)
3 = Silicon carbide/tungsten carbide/BUNA - lower seal and
. carbon/ceramidBUNA - upper seal (optional)
5th Character - Cyc!e/RPM
-eo 2 = 60 Hz/1750 RPM
6 = 50 Hz/1450 RPM
Standard
1003
1003
300 Series SS
300 Series SS
Steel
STOW, Zofeet
I
I
I
I
I.
I
Additional lengths I
I
I
I
Optional
1179
BUNA-N
I Me1ar
Staoonary E1.mcm~ Parts
Tungsten BUNA-N I' 300.Series
Carbide SS
'BUNA-N 1300 Series
Sl
Enqineerinq Standard
Cast iron.....,. A5TM A48 Class 3'0
Silicon bronze -:- ASTM C87500
Rotary
Silicon
Carbide
Si1iconcarbide
8th Character - Impeller Diameter
A = 7,25",5 HP . D = 6.25", 1\-\ HP
B = 7.00", 3 HP ......E = 5,63", 1 V1.HP M
C = 6.63", 2 HP F = 7.69", 7V,HP
9th Character - Cord Length (Power and Sensor)
~A = 20' (stJndard) F =50'
D=30' J = 100'
10th Character - Options
B = Bronze impeller N/A
E = Epoxy paint
F = Both epoxy paint and bronze impeller
6th Character - Horsepower
F = "/, HP H = 3 HP K = 7\1 HP
-..G = 2 HP J = 5 HP
7th Character - Phase/Voltage/Enc!osure
~ 1 = single phase, 230 V
8 = single phase, 208 V
2 = three phase, 200 V'
3 = three phase, 230 V
4 = three phase, 460 V
5 = three phase, 575 V
. Not available on 7\1 HP.
11th Character - Option
H = Three phase pilot duty thermal sensors
tv/A
~ST)~z..6-J E A
Goulds Pumps
<& ITT Industries
"."..V"".
. ,..... .......'". -
......,.:.>,..,..,L,-. ro
'~'- ,'p'-'.-=.. I
-."."d r
'~,*~,1v , .
'1i~~~ GOULDS PUMPS
"~7~ .
~" ',:",
/
00
Typi~al Duplex ...," . .
Installation Drawing
3"and 4"
Discharge Puin'ps
,~. ,
. .1",-
INFLUENT
DISCHARGE
SERVICE POLE
_ ALARM LIGHT (OPTlONAU
!
r HINGED ACCESS DOOR
VENT
~ "'''''' e-.=- :'1 ,- ~. .
'[1.'>'.<'>!b'l(,[b'l(x)Y,(x ~,{j; GUIDE. / ~ / . <W'[)y'('[BlCQ.
RAIL / / ,
V/l.I:~l / / .;.
1',,/ '"
)... /: ",,/ "
. FLOAT SWITCH , / I '. / "
HIGH LEVEL ALARM / ~ I I 0::" L, L-
(OPTlDNAU.~ I ___ 1
".m"'~.\: i.. . ;1; ~
~ l\ ;. ~~ t;
FLOAT SWITCH 1 0"": ~ / / / / [/ / /,
< -' >7
~ < "-- PLUG VALVE
. " '\\ ; "TRAP CHECK VALVE
~ ~ ~%-':. DISCHARGE PIPING
" GUIDE RAIL GUIDE
"
J " - , '" GUIDE RAIL BASE
v~~ >~~/>::~~~~~~~~1
CONTROL PANEL.
?
o
I
,
(AU dimensions are in inches. Do not use for construction purposes.'
, ''1TED IN U.SA
SPECIFICATIONS ARE SUBJECT TO CHANGE WITHOUT NOTICE.
Goulds Pumps
~ ITT Industries
~ GOULDS PUMPS
Performance Curves
SERIES
4SD
20 -
! I! i I
'---r-r~1
'1"----,---,.-
I!! I
j ,.1
I I
I I
I
,'-'-- '- -'- CC ! 5ERIE5: 450,
' , DI5CHARGE: 4"
,-+ 10 GPM . SOLIDS: 3"
. RPM: 1725
2 FT I' ~L... __l~~: ..UL.l:H:
~eller I Impeller I Motor 1.
Ibia. Cod~ 'RatinQ
7.69" f I 7.5 r
I 7.25" A I S ,-
7.00" B. I 3 ,
6.63" C I 2 I
~--j I! I 6.25" D I 1.5 I
if~, 'I ,,~" ,!!! n S6,3':,E, 'U,:s,..r
":~/O!~'.!_'5-~: ",,' ,iT i:',1
~ ~~rt-H-5P:::' "':11
!I,"'~c.-I "! ...1." 481 '.r
, ;/ ';.' ,;, '.
~ll> '-i-I '~j-J- 45;
;~1~:~, : rmtmf I I I
111~'~'~~'i'o;I'+h- ..-,,:J.;:"
;ltEt~ ! , ! ~i!~= ~Gfi-l~~I= =
! !
15.
'"
.0:
w
II:
!:d
:;;
.0:
Z
5 10-
-'
~
o
f-
5 -.
00
L
o
o -
++-
J 200 "-
40 I
1. Zs HM
300 350 400
c
80
FLOW RATE
450
100
500 550
1
120
600 U.s, GPM
l
140 m'/hr
Gaulus Pumps is<l brand of lIT Water Technology, Inc.
. a subsidiary uf lIT Imlustrics, Inc.
Goulds Pumps and the lIT Engineered Blocks Symbol3re
registered trademarks and tradenames,of lIT Industries.
Effective July, 2005
PRINTED IN U,S.A,
C4SD
~ 2005 ITT Water Technology, Inc.
SPECIFICATIONS ARE SUBJECT TO CHANGE WIT,HOUT NOTICE.
www.goulds.com
Gould5 Pumps
<(f ITT Industries
CentriProTM
t.l~'
('
. i;
/
i'
-~~~~-
· Single
· High Level Alann
o Alternator
· NEMA 4X Fiberglass
Endosure
L!:l1P1P110Cf:g~ 1]'O@Iffi~
~uperior quality duplex liquid level
controller, automatic altemation for two
~ump operation. High level alarm
.vaming designed for a variety of sump,
<flJuent, sewage and water transfer .
)plications.
.0 NEMA 4X, 30 watt, flashing red light.
o NEMA 4X, fiberglass enclosure with
gasketed, hinged door and stainless steel
hardware. -
, 0 NEMA 4X, alarm ham - 95db.
o Electronic pump alternator.
. Alternator selector switch
o lag pump start delay
Single Phase
. .
o Field adjustable for 115 or 230V, 60 HL
02 pump cirCuit breakers.
Three Phase
o Field adjustable for 2081230 1460/575V,
60 Hz.
o 115V control circuit transformer.
. . 2 adjustable motor overload protectors.
o Heaters not required.
~1P~Cf:o~aCf:L!:l 'j]'a@~~~
~ Accepts single or dual power feed.
2 hand~off'automatic (H~O~A) pump
switches.
o On~off control circuit switch.
~ 2 oversized magnetic contactors.
"umbered terminal strip-screw type.
'/oat Switches - Note: Please order float switches separately.
We offer several types and models. See the Float Switch bulletin
,or available options. The type selected determines the quantity
'eeded. The basin depth and panel loCation determine the
required cord length. Contact your distributor or Customer
",vice for additional information. . .
~Ou.:l CentriPro
"
CentriPro
~ ITT Industries
'.';"'.:.V"'.'/ ..
... /.:'~ :"'- ,"
,~-,,'i~,I,~,< ,;'
..";''''0/':' ;",.
...,.... ..."
;:i"; -':T .
f)
;~j
CentriPro~
rr-:
~ rnLAliJ QD [;i I] ~
o Rugged NEMA 4X construction w~hstands even the most severe
weather cond~ions and prevents corrosion. .
o Provides fully automatic operation for two pumps. Altemates
pump starting to distribute operating time. Provides extra
pumping capacity in times of high inflow by energizing both
pumps.
o Hinged door w~h lockab[e'sta[n[ess steel latch for safe operation
indoors or out
o High level alarm circuit includes through door mounted silence
sw~ch for manual silence of alarm ham. .
o Through door mounted alarm test sw~ch insures proper
operation of the alarm circuit without the need to open the
panel. .. .
o 2 through door mounted pump om lights.
o Top mounted high intensity flashing red light provides 360Y
visibility.
.' Pulsating, corrosion proof alarm ham.
o These duplex controls are factory wired for operation w~h three
float bulbs. An easy field modification for four float bulb
operation using separate "Iag.on" and "alarm bulbs" is provided.
o Solid state pump a~emator drcu~ displays float status for ease of
. installation and trouble shooting. .
. A~emator selector switch allows a choice of automatic
alternation or operation of only pump 1 or pump 2. Typically.
used if one pump is down for maintenance.
. lag pump start delay buiit~in. Delays starting lag pump for
5 seconds if both pumps attempt to start simultaneously as .
after a power outage.
o Panel can be wired for a single power feed for pumps and
control drcu~ or the control circu~ can be wired to a separate
power supply to insure a[armintegrity in case of a tripped main
breaker. .
. AuxjJjary ala~ contacts provided for remote alarm connection.
o Entire unit is UL and CUL listed.
. Color coded wiring, screw type terminals and plug in sockets,
ensure ease of field servicing.
o Field wiring diagram, panel schematic and installation instruc~
tions included.
,
[}l~1f!]1]00 WJ@@)I](1. O~~~@[;i!Ml~ iJO@1f!]
I SINGLE PHASE PANELS
I OROER NUMBER I AMP RANGE
't 010020 I 0.20
I 012127 I 21.27
I 012836 I 28~36
wi S:z....~ +w( G r,-"'J' \ (tl....~~)
THREE PHASE PANELS
OROER NUMBER
031625
032540-'.'
034063
036310
031016
031620
032025
AMP RANGE
1.6 ~ 2.5
- 2.5.4.0
4;0 . 6.3
6.3 ~ 10
10 ~ 16
16.20
20.25
CentriPro
~ ITT Industries
(((j
.._"'.,....
_ 'Ir
"
'.~) .
~'
CentriProT~
~l0IIDOuQ@[ffi~~ @[i>uQ@[ffi~
Code (add as required)
A = Guaranteed pump submergence circuit
C = 115V condensation heater
D = Single phase lightning arrestor
E = Three phase lightning arrestor
G = ~Iapsed time meter (2) - Duplex
CO= Seal fail circuit (2) - Duplex
L = Cycle counter (2) - Duplex ..,
N = High temp. indicator with pump shutdown - Duplex
P = Special duplex seal fail and high temperature circuit for use on
onlv three ohase 15/20GD, 15/20GX and 1 GN2GA pumps.
When ordering options, add the appropriate 'code number as a
suffix to the panel order number.. . '
Example...D3162SCG adds a cond. heater and.
(2) elapsed time meters: . .
. rnlm~I1@~QD~rn @)Q!:R1lrnlm~o@Q~~ (in inches)'
ISingle Phase
.: 1~1 I 1:5 I. 1~3
\Three Phase
~ 1;1 I 1:5 2~3 .1
I NOTE: Mounti'ng holes are Ys',
D
14.8
E
6.8
F
7.2
G
Il3
D
16.8.
. E ,. J
6.8 ~I
F
7.2
G
153
r-)o
[10
1..--.-. .
, ,l
"Dr
'"
c
B
D
o ]
]
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k--A~
.< G
, "
J--
~
J ..... '"1
__ E --,--J
~ F-
CentriPro
~ ITT Industries
i~~~~~~:"~'/
..,.~r. ....
~... ....., .
. ~
c.
of
Centri ProTM.
~O[ffi@[1~ [p!):JCi..~~ \S@!fj][p@ [ffi ~[ffil]'~
1. NEMA 4X enclosure
2. flashing. alarm light
3. Alarm hom (RB50)
4. Pump run light
5. Alarm silence button
6. Alarm test button .
7. Control power on/off switch
8. H-Q-A switch .
9. Alarm reset button
10. Contactor (RB32)
11. Terminal strip
12. Alternator circuit (RB75)
13. Motor circuit breakers
, t ~~ o.!..
'Q- {)fO / '\0
\ / ,
I 13 II 7.8 I I
0 0 1 BBGJ
\
,
000 , I 11 -.J.
\ ' /0
c -6 ~ 10 ' ~
. . 1 0 Lr-l 0 I
"-.1
3'*
CentriPro <lnd the rrr Engineered Blocks symbol are
registered trademarks and tradenames of m Indus-cries.
I
c.
1]'!):J[Mrnf1[P!):JCi..~~ \S@IiIJ]IP@[ffirn[ffil]'~
1. NEMA 4X enclosure
2. flashing alarm light
3. Alarm horn (RB50)
4. Pump run light
5. Alarm silence button
6. Alarm test button .
7. Control power on/off switch
8. H.Q~A switch
9. Alarm reset button
10. Contactor (RB47)
11. Terminal strip
12. Alternator circuit (RB75)
13. Control transformer
14. Motor circuit protectors (RB52 through 57)
q.
.2~
,t 0 '- . 0 ~
f;~11411 7.8 ~~ '.
. G
o 8GG
o
000
. <, I
/o~o '
'~ 0
11
I
~ /0
"r-' 0 r
3-
0-
....
"-1
Centripro
~ ITT Industries
PRINTED IN u.s.A
SPECIFICATIONS ARE SUBJECT TO CHANGE WITHOUT NOTICE.
SAND COLLECTOR CATCH BASIN
With ~"rzj Outlet
STATE APPROVED - ASPHALT DIPPED
.// .
'i oU' LET
--t-.
I
I
. I
I
I jCREASE TRAP
I .
k
I _
..,
I
I I
I I
f----'
I
I
I
I STIfFENER7
I . .
I
I .
, !
I
I
"I Z. '!f.;."
~
<:;)
~
o
~.
,
--. - 0
. " 'O.";,,,,.s~oL.
t ",v 1i~l'l,1)
~.' ..
~
, t~F~7
~_,.I
',.I
a:\'
,
{Q~'"
1. Bike proof, heavy duty traffic grate
supports AASHO H20-S 1 6-44 loading
2. Solid Diamond Plate Lid
3. Box fabricated from
10 GA. Material
GIBSON STEEL BASINS
247 WASHINGTON ST.
.EUGENE. OR 97401
(541) 687"':'8672
(Fax 541) 687-0033
~'~
.-v..l
~
~~'~. .
10\1\ ' p
$-: ~ :. \J4:J ;
y,.,
...
MODEL # sea1 D-36H8-6
.'
. . . . . .
,
Appendix J: OOOT IOF Curve for Zone 7
\. .,'
~.
L
:J
0
r:.
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RAINF ALL INTENSITY - DURA nON ..:. FREQUENCY CURVES
5.0 #Hlllllli_~!! 111111:llllill:Uiiiiiii:lilmliifTiiiiill
4.0 -J..' '~ - ~ .: rer Zone 7
3.0 ~ .~T~~'~'~~ ~l; II""'"''''''''''''''''''''
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4 , 5 6. 1 8 9 10 .
15. 20 25 30 40 50 60 10 80
I- ==r
1 1 , I I.
100 150 200 300 400
l
I
RAINFALL DURATION. Minutes
'J
/100 Yr.
50 Yr.
25 Yr.
10 Yr.
5 Yr.
--2 Yr.
Appendix K: Grassy Swale Curves
"
.~
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. '"... .
'GrassySwale
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...., > -~..'~.-..:..,:.'
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Exhibit 2-15 (S,~eet 1)\, .... .' .
. Swale Length at 1.5% Longit!ldinal Slope,
. ...., ,
.. ,~.
)".
189
"'..' ... ; .:. Bottom Width = 6' .
'" ...170 . ~c~~~~-cc-"~C~~-i--,-~~~-,~~n:~~~omWi~~ =4' '-i~-:-;,.~-c~--~~~o~~~~i~~~~
160 . _____.____~___"__________Cc_c__~____. ~c--"--- . ,.
... . I." I' I
G) I " 'I I
Q) I. ," I I
.... 150. ._____cc____~"_~__c________" -------"------------
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c,' 140 - ----~-~------~--------- ---~-- -~-------------~-------------
C I ' I I
Q) I. I I . I
..J 130 - -------------~---- --,--- __IL_.- .----:..----~,---.=----------~---------..:--
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; 120 '.--- --- --- --- 0 --- --- ~ --~ --- -- - --- --- ~ - --
U) . : :
110 ~c~ -------r-~--~~-~-~--,---
., ,
, ,
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, ,
, ,
100 -
90 !
o
Swale Data .
Side slopes are 4:1
Minimum length is.
100'
0.4 .
0.6
0.8 .
0.2
Flow Rate, Q, cfs
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5tormwater Management Manual
Adopted July 1, 1999; revised September 1, 2004 .
Page 2-72
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