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HomeMy WebLinkAboutApplication APPLICANT 7/27/2006 ( ",." City of Springfield Development Services Department 225 Fifth Street Springfield, OR 97477 ~~~ Site Plan Application or Major Modification, Type II 703, /vw c..""'<.A- ~ Applicant's Rep.: \<<>'\ L. /'(,...., 'Ye. I - , J Company: 'Vc...c..<...Jc.<;(- e"~(~"~/'1. LLL Address: 11'>,0 "'.-^"- II...... <;.e ~(lo_.... oR. '17')Z'L . - . { . I ::::~::7:"e;~h7E2~=~~;t;CtL1:::;:~ Address: I -Z03, ^,W ~_...... . (~rvcJll~ 97;) 0 Type II Site Plan Review: . Applicant Name: Company: 5-7C,27 I I '; , 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 ..., -'~' '2. I ~ S F t 0 Size of Property: <..-~ ::; Acres ~ quare ee ~~~~~~J:~~,g,~~j't~~t<fr::-~~:';;.'K~,:~~1J'~~~~ht"'''1w:,;;1~'",',"''''''7'_nd"'-';>~>;~":.IY?j',~-:.h;V:lX.~mf'l'i'i.:r"Y~;Yff0d%'"'rri:tK2#\WHt::~~"}~1->i~tf&1 ".'-/d.' -, Dtw-f ,-,Ai. 6.SStk.,~ l'GJ'tL"-J/ (....'I,~'<..<, <-<.-.J.-;<<f"'^' ...d 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 ,;'1sJ!fi!%ji:,::t'Uhii\~;}J:7i~,~Jm;:~'~""'t"*-'Jr:::::"t:J::-'-~f'~W.~~:2;;.~;0-s';i1\:i!'fu<S'~Sfffii'Ji:(\\:;(%Ji:.'ii~i.})<;;}%fi~Jr(;;,t'tJff€t;w':~:k;1.:?~fu?i'i,f8,~;g~:+4~f0fDiS~1i'Th.<Y1:'"'Fii/%i:;;);,','i.ii\)J1'fE,1TZ~.:pfJ. " "".,.', j "'. . -. ~. " ..- . - - Zoning: Applicable Refinement Plan: Location: City Limits 0 Associated Applications: ' :~T;fltbts:;'~;;E.tdt.':-:;;&r(2i!~>~', ;;;;i&t]-d;,;,;~r:B~~~:,->\;oi:-;~~:~'~{i:;., ,:<:1 :ii' '~'i;;iJ-_,,;2::kb~Jli'~)'::;::i-""~;JJtJi.-:;<)~ ,~~7::j';/,; ""::1i~:;t:'; Pre-Submittal (\ CaseNo.: ' 'VK _ ''2...oDh- ()\JO Date:' , ' ' ?t) Case No.: b>RC.~....- ffb{,7_ Date: 0_ Allplication Fee:, :,Cf(,t:I t:_""{,,'. ,:,;. _ '" ";'" :'~' . Overlay District: Plan Designation: Urban Growth Boundary 0 P()stage Fee: , ' , q..lu/oc' , . 1/'\1) Reviewed by: (initials) Reviewed by: (initials) Total Fee: kl "'::ll/o.~1 '~'" . ::.. '-" ;--t~f(~'~~-"'::c.;,.'::-::.;ty._,~, ~l~_~j,_ : ~,"":~'" ~:"}';A "~ir):':J""~-;1 .~ CZ;7 ,A'1/t S b ~<;(Z/ 6-u+-l e.'(( eiJate, R~ceived:-*,;joOb ~J 2000 -O~O L{( () -Planner. AL ' (- I 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: 6:0 ct~ Signature }U ..e~...-J;2-e v- ble.e. LcA-V:<k Print Date: >- 2- -0 ? Date Received:*1J<706 Planner: AL , , . i"".. ( ( .- \, . Case Number: 'iJ1tJ..I~(,,- Date Submitted: 0\l'-l... 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:" ~~ ~~ ,J'i!1' ~ 6-0 .- L..LA R (::::::.., , Date: ~~2--CJ ~, Signature G ILC 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 , TO: (; ~ u~ ~Y1"0 ~ e-Q 1 -:>e.~ ~0\U><l- ~ '2-'V? Y:\~-'r1-- ~ ~"'~ -Y,..:d \ ,)l2-q 1'111 DATE: (j,~ 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 U 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 o REMARKS: \"\e...si ~"j e.1M.J.U:,eJ., ~ ~\\~\'^-'j \"'0<< ]I Si.\.... 1'\0.'" R....,,;e...j Cl "" s"'0",,,',\~: ''j,,?E'.TI: ~;k t'\o.", 1A'f'f'; LlAc.S ~\)~O() JeeJ. ~ ~,...d..,'n.<.-t~ +;~ ~,,\-, \ '6'1:>-'1-\\ S'.\-c.~\"",^-) L\ \).....;v.....j~ R~"J IX' ~JII. ~;?-"'- .~ \evv-. ~'I \"b 10000Sc"f'"'1) S fec:s. ~ l'6 )...;~~ '">f~<... r--- FROM: I wI ? I",^" PACWEST ENGINEERING, PC Date ~ecejved' Planner: AL 7!J1/,JPtJ{, I I 1530 Ninth Avenue 5E Albany, OR 97322 (541) 926.7634 (541) 926.7539 Fax .> <. ,,~ Department of Environmental Quality LAND USE COMPATIBILITY STATEMENT (LUCS) ~ ~ [PZDJ ~ 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 ! ~ ..' , . .. 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 7.h7~Otlb , I '--'.' f'VlBASSY SUITES SIT{MAP HORIZONTAL &,~.~;:;:'h~>:::';\j ~~ 1 ~,:~>,i;.>':~., ~ I ,~ . '. 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TS"ld'i'O> .09' " 7533 ::>89'59': ". " ; ~ ~ . .' \\Y' (0/ \l~ 5/10/2006 1; 35 .( PAGE 002/004 ,-, III II. " .,.:- , < Fax Server ~ , - ,. 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 .. ..,~ 1: ;\)t Ii.li: ,(" ..'~' 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 ..:. r' , 5/10/2006 1:35. PAGE 003/004 Fax Server , , , ~ -. APN: 1I9llll514 Statlltllry Wan""", Deed -continued File No.: 119+519398 (SMJ] Da:l!: rtO/27/20DS ~ . Jonsony ,J:..-v ~, 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 I / .. . . ,.,,'" ., 5/10/2006 1:30 PAUl:: 00'l/00'l tax berver ( ,.e., ... 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 ' .' ,. .J -' .. 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 .' .. 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 i , ," 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 /... 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 'I" !" ~' Rrst American ntle Date, Received" , Planner:,: AL 7/n/JtJo6 I I .'- , ..;. .....-.::;. .....- ~.,.::;.",. R E f'"\v' ~ f \,.' C .-, .'. ~,\: i-. L 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 / / . ' 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 ' - n ~ , 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' ,-,'-CE\\JED pc. .~ tAA~ 0 \\ LIlIJO -.,,; ~. KIM UG..,...,G Type: Job: Catalog number: Ji ACA21 C5=m ARC; Horizontal Lamp / Arm Mount :: 10/15/02 . aca21 h.pdf Approvals: .- ....r..npOf\na \~Io('\ r-I,,)\,-,-'" "-' "p8.C J .<;.;,)~ ....' "'-' / 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 pondPack (10.00.015.00) 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 pondPack (10.00,01500) 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 PsmdPack (10.OO.~15 00) 9:13 AM PacWest Engineering 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 PondPack (10.00.015 00) 9:13 AM Pad/est Engineering 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 SIN: SEYXYWGWK9F9 pondPack (10.00.015 00) 9:13 AM Pi.'lcWest Engineering 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 SIN: 5EYXYWGWK9F9 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: SIN: SEYXYWGWK9F9 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 SIN: 5EYXYWGWK9f"9 PondPac): (l0.00.015 001 PacWest Engineering 5/4/2006 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 Pond Pack (10.00.015 00) 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' SIN: 5EYXYWGWK9F9 PondpaCk 11G.00.OI5.00) 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 SIN; 5EYXYWGWK9F9 Pond Pack (10.00.015 DOl 9:55 AM PacWest Enqineering 5/4/2006 SIN: 5EYXYWGWK9F9 pondpack 110.00.015 00) 9:55 AM PllcWest Engineering 5/4/2006 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- SIN: 5EYXYWGWK9F9 PondPack (l0.00.015.00) - 6 mo. 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 t'aCWest Engineering 5/4/2006 SIN: 5EYXYWGWK9F9 PondPack l10.00.015 00) Page 4.01 ......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, SIN: SE.YXYWGWK9f9 pondpack (10.00.015 OOl 9:55 AM PaeWest Engineering 5/4/2006 SIN: 5EYXYWGWK9F9 PondPack (10.00.015 00) 9:55 AH Paerlest Engineering 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 SIN: SEYXYWGWK9.9 pondPack (10.00.015 OOl 9:55AM PacWe.5t Engineeri~g 5/4/2006 SIN: 5EYXYWGWK9f'9 pondPack 110.00.015 00) 9:55AM PacWe.5t Engineering 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 --~> SIN; 5EYXYWGWK9f9 pondpack (10.00.015.00) PacWest Engineering 5/4/2006 SIN: 5EYXYWGWK9F9 PondPack (10.00.015 00) 9:55 AM 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) ............................................... ........................ SIN; 5EYXYWGWKSFS PondPaclr. (10.00.015 00) 9:55 AM PacWest Engineering 5/4/2006 SIN; 5EYXYWGWK9F9 PondP"ck (l0.00.015 OOl 9;55 AM P"cWest Engineering 5/4/2006 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 SIN: 5EYXYWGWK9F9 pondPack 110.00.015.00) 9;55 AM P"cWest Ehgineering 51 ~ / 200 6 SIN: 5EYXYWGWK9F9 pondpaek (10.00.015.00) 9;55 AM PacWest Engineel:ing 5/4/2006 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 $/11: 5EYXYWGWK9F9 PondPack (10.00.015.00) 9:55 AM PacWest Engineering 5/4/2006 SIN: 5EYXYWGWK9F9 PondP"ck (10.00.015 OOl 9;55 AM PacWest Engineering 5/4/2006 . ..... . ............ 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. SIN: 5EYXYWGWK9F9 pondPack (10.00.015,00) 9:55 AM PacWest Engineering 5/4/2006 SIN: 5EYXYWGWK9F9 PondPllck (10,00,01500) 9:55 AM PacWestEngineering 5/4/2006 . ... ... ..... . .... Type. Chn-Trap~ ", Page 6.07 Type. Chn-Trapz, Page 6.06 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 SIN: 5EYXYWGWK9F9 PondPack (10,00.015 00) 9:55 AM PileWest Engineering 5/4/2006 SIN: 5EYXYWGWK9F9 POndPilek (10.00.015 001 9:55 AM PileWestEngineering 5/412006 ................ 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: SIN: 5EYXYWGWK9F9 POnd Pack (10.00.015 00) 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 PacWtlst Engineering 5/4/2006 ..... 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 SIN: 5EYXYWGWK9F9 Pond Pack (l0.00.015 00) 9:55 AH A~' . . pacWest. Engineering 5/4/2006 ( 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: SIN: SEYXYWGWK9F9 pondPack {lO.OO.GIS 00) 10:01 AM I"", ... ... .. 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 SIN: 5EYXYWGWl<9F9 PondPack (10 00.015 00) 10:01 AM I"",r,. FacWe5t Engineering 5/4/2006 ..... Table of Contents Channel Equations SIN: 5EYXYWGWK9F9 PondPack (10.00.015.00l 10:01 AM . . ii 6.03 . .PacWe~t Engineering 5/4/2006 ...... 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 ." SIN; 5EYXYWGWK9F9 ?ondPllck (10.00 015 001 10:01 AM PllcWest Engineering 5/4/2006 (', 1\ .'\ /1 r'\ . ~ , , ,,". 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 SIN; 5EYXYWGWK9F9 pondpaek (10.00.015.00) 10;01 AM paeWest Engineering 5/412006 SIN; 5E:YXYWGWK9F9 pondpack (10.00.015 00) 10:01 AM PacWest Engineering 5/4/2006 "", '-'\ ~ ~ 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 SIN: 5EYXYWGWK9f9 Pond Pack lI0.00.015 00) 10:01 AM PacWest Engineering 5/41:2006 ~, ,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~ SIN:. SEYXYWGWl<9F9 pondPaek (10.0.0.015 00) TypelA 24hr .1000 hrs End- 2~.OOOO hrs 'I'ypelA 24hr .1000hrs End- 24.0000hrs 10:01 AM r, 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 SIN; 5EYXYWGWK9F9 pondpack (10.00.015.00) .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 PaeWest Engineering 5/4/2006 SIN; 5EYXYWGWK9F9 pondPad (10.00.015 00) 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, 10:01 AM PacWest Engineering 5/412006 .'\ n 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 ---> SIN: SEYXYWGWK9F9 Pondpack (10.00,015.00) .58B 91.00 (94) 10:01 AM 94.00 PacWest Engineering 5/4/2006 ~ ; i .~ .~. Type. Name. Chn~Trapz . 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 SIN; 5EYXYWGWK9F9 Pond Pack (10.00.015.00) 10:01 AM (\. PacWest Engineering 5/4/2006 ,'-""', (, r-, '."''''''' ~ ~. 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 ] ] ., 'r \0 L-JO 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:. "- III Q) r:. 0 .f . >- ..... I- Vl Z 1LI I- Z --l --l <( LL Z <( c::: \. .......).. ~ 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""'"'''''''''''''''''''' ,.,"~~~'j r~1Ji'T' l' ~T fflr~ i'-, , "_' : iP' , .:.' fj '-::1---- ~~:: I. 1.0 -: 0.9 - ~ 0.8 - ~ 0.1- , 0.6 _: 0.5 -~ L;: '-.-'--' :::~:: --- -.. --- -.. ------.. 7 0.4 - 0.3 - u ------- 0.2 - ~ ~ ~ (~H. '1 ",F,tw, ~~~~"I' j 1 ; 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 " .~ :,"_'e~: .... . ..," . '"... . 'GrassySwale . .... -,."'-' '-'~"-",~' ...., > -~..'~.-..:..,:.' ,,~-. -. :':'- 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________" -------"------------ _ . l I ..c:: I I I c,' 140 - ----~-~------~--------- ---~-- -~-------------~------------- C I ' I I Q) I. I I . I ..J 130 - -------------~---- --,--- __IL_.- .----:..----~,---.=----------~---------..:-- ~ . : I : ; 120 '.--- --- --- --- 0 --- --- ~ --~ --- -- - --- --- ~ - -- U) . : : 110 ~c~ -------r-~--~~-~-~--,--- ., , , , -----------(------------~--- , , , , 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 *" ~ ~ "P1':Vc:.J.\!. ';~1 ~ ~~fJ()fllJM, wI <:>/./-1",.": 1./ M~ ~c:......,."l..... flow; (..c.JJ..-.r aCJ.J,~ evc.....J. - 0,,0') cfS ""Z.<oo.....,. e.........t - 0.40 (~.<tl ~ t,,') <; r ^~ tL..a.. ~fM(iN\ r-V^O~f- f'c.lr fk 6. 'O~ (1\ 7...1.( kr ~v~f- l'~ (,..."\S f~ 0, \ cf<;. rL....... r~-.J"jl'~ <;~,-,I.e.- ~ L...:I- f="cr ~l\ <;~t "\$ lOb' 5tormwater Management Manual Adopted July 1, 1999; revised September 1, 2004 . 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