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HomeMy WebLinkAboutApplication APPLICANT 3/17/2009 :. . :City of Springfield Development Services Department 225 Fifth Street Springfield, OR 97477 Site Plan Review ~~iii ~~ .I.. . .. . A~ licant Name: .. Com an: 0AHI7. A'? A Address: 1.5"1' N . ,l?I~-r, AV a.{)' og'114T1; ",.. ',.."7:'0 ~,*~.", .~.' .'io ,~..' --=.-~-_.'_'_.r_' ~.";:,""-',," ,...., . "~=-"<_~. n' ''1:''2':1'."2.," .'. ~~'.F~: '''0.'-=::;'',..'~' __"~' ,. _""f.":,' c ";'''1-- , Phone: e.?-4?o~' Fax:' - tol4 A licant's Re. Com an : ,. Address: '1'10 ;'.~<(.:.."., ,>,.",,( : -.- ."P:':","',:, Phone: 7ZO-~ZZ,1 Fax: ::;. - =.; ~~<.~_..., ::1'<.';"; .. -. ",-'}~ - k- ..-~ -02-05"-2-1 Z~ TAX LOT NO s: fj;cOo Acres ~ S uare Feet 0 ,.-,~ _ .;:;:;:;::/--.-:_-'.,~; ./#< ,.~ ",;-;":-;'::':0;:;"::<";1-:,' ... _ "'.... . If you are filling in this form by hand, please attach your prc.>posal description to this application. .~:. sf Associated A lications: Signs: Pre-Sub Case No.: P :2.COf'Oooo-r Date: 3- n-ot:j Reviewed b Case No.: Date: Reviewed b A lication Fee: ~L(l.> ,W TOTAL FEES: $ 3Lft." ,CD Technical Fee: Posta e Fee: $ J!f ;:-J<r,'~.':_:..:~_:~~',.:... j~'t";;<~~.._."",,, ~-_. ,""* 1".!~~",,-_.:- - ~~- ~'"'~~"'"'. -;.;.; -..:....L..:;,:;:,:;,.H<. ~~' Revised 1/1/08 Molly Markarian 1 of 10 . .' Owner Signatures This application form is used for both the required pre-submittal meeting and subsequent complete application submittal. Owner signatures are required at both stages in the application process. An application without the Owner's original signature will not be accepted. Pre-Submittal The undersigned acknowledges that the information in this application is correct and accurate for scheduling of the Pre- Submittal Meeting. Date: ,j ~ Owner: 0a.J. SOI\ Submittal I represent this application to be complete for submittal to the City. Consistent with the completeness check performed on this application at the Pre-Submittal Meeting, I affirm the information identified by the City as necessary for processing the application is provided herein or the information will not be provided if not otherwise contained within the submittal, and the City may begin processing the application with the information as submitted. This statement serves as written notice pursuant to the requirements of ORS 227.178 pertaining to a complete application. Owner: Date: Signature Print PRE-5UBMIITAl REC'D MAR 1 7 2009 Revised 1/1/08 Molly Markarian 2 of 10 . . Site Plan Review Submittal Requirements Checklist NOTE: . ALL of the following items MUST be submitted for BOTH Pre-Submittal and Submittal. . If you feel an item on the list below does not apply to your specific application, please state the reason why and attach the explanation to this form. [}j'" [~( [3/ uv ~ ~ \.\I~ D D ~\ t- D D Application Fee - refer to the Development Code Fee Schedule for the appropriate fee calculation formula. A copy of the fee schedule is available at the Development Services Department. Any applicable application, technology, and postage fees are collected at the pre-submittal and submittal stages. Site Plan Review Application Form Narrative explaining the purpose of the proposed development, the existing use of the property, and any additional information that may have a bearing in determining the action to be taken. The narrative should aiso include the proposed number of employees and future expansion plans, if known. Copy of the Deed Copy of a Preliminary Title Report issued within the past 30 days documenting ownership and listing all encumbrances. Copy of the Site Plan Reduced to 8'h"x 11", which will be mailed as part of the required neighboring property notification packet. Right-of-Way Approach Permit Application provided where the property has frontage on an Oregon Department of Transportation (ODOT) facility. Three (3) Copies of the Stormwater Management System Study with Completed Stormwater Seoping Sheet Attache~ - The plan, supporting calculations and documentation must be consistent with the Engineering Design Standards and Procedures Manual. Three (3) Copies of the Traffic Impact Study .prepared by a Traffic Engineer in . accordance with SDC 4.2-105 AA. Traffic Impact Studies (TIS) allow the City to analyze and evaluate th~ traffic impacts and mitigation of a development on the City's transportation system. In general, a TIS must explain how the traffic from a given development affects the transportation system in terms of safety, traffic operations, access and mobility, and immediate and adjoining street systems. A TIS must also address, if needed, City, metro plan and state land use and transportation policies and objectives. Seven (7) Copies of the Following Plan Sets for Pre-Submittal OR Eighteen (18) Copies of the" Following Plan Sets for Submittal D All of the following plans must include the scale appropriate to the area involved and sufficient to show detail of the plan and related data, north arrow, and date of preparation. D All plan sets must be folded to BV2" by 11" and bound by rubber bands. a. Site Assessment of Existing Conditions ~repared by an Oregon licensed Landscape Architect or EngineePRE-SUBMITTAL REC'O ~cinity Map . MAR 1 7 2009 Revised 1/1/08 Molly Markarian 4 of 10 . . [3'The name, location and dimensions of all existing site features including buildings, curb cuts, trees and impervious surface areas, clearly indicating what is remaining and what is being removed. For existing structures to remain, also indicate present use, size, setbacks from property lines, and distance between buildings. [Q'fhe name, location, dimensions, direction of flow and top of bank of all watercourses and required riparian setback that are shown on the Water Quality Limited Watercourse Map on file in the Development Services Department -At' [J The 100'-year floodplain and floodway boundaries on the site, as specified in the latest adopted FEMA Flood Insurance Rate Maps or FEMA approved Letter of Map Amendment or Letter of Map Revision [3"1-he Time of Travel Zones, as specified in SDC 3.3-200 and delineated on the Wellhead Pmtection Areas Map on file in the Development Services Department ~YSiCal features including, but not limited to trees 5" in diameter or greater when measured 4 '/2 feet above the ground, significant clusters of trees and shrubs, riparian areas, wetlands and rock outcroppings moil types and water table information as mapped and specified in the Soils Survey of Lane County. A Geotechnical Report prepared by an Engineer must be submitted concurrently if the Soils Survey indicates'the proposed development area has unstable soils and/or a high water table b. Site Plan @prepared by an Oregon licensed Architect, Landscape Architect, or Engineer @proposed buildings: location, dimensions, size (gross floor area a,:>plicable to the parking requirement for the proposed use(s)), setbacks from property lines, and distance between buildings ~ocation and height of existing or proposed fences, walls, outdoor equipment, storage, trash receptacles, and signs ' . ' G'Cocation, dimensions, and number of typical, compact and disabled parking spaces; including aisles, wheel bumpers, directional signs, and striping ~imensions ~f the development area, as well as area and percentage of the site proposed for buildings, structures, parking and vehicular areas, sidewalks; patios, and other impervious surfaces D Observance of solar access requirements as specified in the applicable zoning district @'On-site loading areas and vehicular and pedestrian circulation ~ccess to streets, alleys, and properties to be served, including the location and dimensions of existing and proposed curb cuts and curb cuts proposed to be closed ~cation, type, and number of bicycle parking spaces ~cation of existing and proposed transit facilities . ~ea and dimensions of all property to be conveyed, dedicated, or reserved for common open spaces, recreational areas, and other similar public and semi-public uses / [9 Phased Development Plan - where applicable, the Site Plan application must include a phasing plan indicating any proposed phases for development, including the boundaries and sequencing of each phase. Phasing must progress in a sequence promoting street connectivity between the various phases of the development anq"aGcoIJ1. rnodatiraj a.other. 'd bl" t ' I d' b t t I' , d t ' ...lJl-." 'l-lllll"'JI -11.., "0 require pu IC Improvemen S, Inc u I[1g u 'no Imlte 0, sanltaroYLsewer, sto'r.r:n.water. MAR 1 7 2009 Revised 1/1/08 Molly Markarian 5 of 10 . . management, water, and electricity. The applicant must indicate which phases apply to the Site Plan application being submitted. c. Improvement and Public Utilities Plan [3"'Prepared by an Oregon licensed Civil Engineer [9"location and width of all existing and proposed easements G"location, widths (of paving and right-of-way); and names of all existing and proposed streets, alleys, dedications or other right-of-ways within or adjacent to the proposed development, including ownership and maintenance status, if applicable. g Location and type of existing and proposed street lighting ffiocation of existing and required traffic control devices, fire hydrants, 'power poles, transformers, neighborhood mailbox units, and similar publiC facilities G'l-ocation, width, and construction material of all existing and proposed sidewalks, sidewalk ramps, pedestrian access ways, and trails E0.ocation and size of existing and proposed utilities on and adjacent to the site including sanitary sewer mains, stormwater management systems, water mains, power, gas, telephone, and cable TV. Indicate the proposed connection points d. Grading, Paving, & Stormwater Management Plan o Prepared by an Or~gon licensed Civil Engineer -\~I' 0 Planting plan prepared by an Oregon licensed Landscape Architect where plants are proposed as part of the stormwater management system) c 0 Roof drainage patterns and discharge locations ~pervious and impervious area drainage patterns G2(The size and 'location of stormwater management systems components, including but not limited to: drain lines, catch basins, dry wells and/or detention ponds; stormwater quality measures; and natural drainageways to be retained o Existing and proposed spot elevations and contours lines drawn at 1 foot intervals (for land with a slope over 10 percent, the contour lines may be at 5 foot intervals) o Amount of proposed cut and fill e. Landscape Plan o Drawn by a Landscape Architect o Location and dimensions of landscaping and open space areas to include calculation of landscape coverage o Screening in accordance with SDC 4.4.110 o Written description, including specifications, of the permanent irrigation system o Location and type of street trees o list in chart form the proposed types of landscape materials (trees, shrubs, ground cover). Include in the chart genus, species, common name, quantity, size, spacing, and method of planting f. Architectural Plans PRE-SUBMITTAL REC'O o Exterior elevations of all buildings and structures proposed for the~developrner.lt site, including height IAII 1 I l.UU:l Revised 1/1/08 Molly Markarian 6 of 10 . . o Conceptual floor plans g. On-Site Lighting Plan o Location, orientation, and maximum height of exterior light fixtures, both free standing and attached o Type and extent of shielding, including cut-off angles, and type of illumination, wattage, and luminous area o Photometric test report for each light source o Additional Materials That May be Required IT IS THE APPLICANT'S RESPONSIBILITY TO DETERMINE IF ADDITIONAL STANDARDS/APPLICATIONS APPLY TO THE PROPOSED DEVELOPMENT. THE APPLICANT SHOULD CONSIDER UTILIZING PRE-DEVELOPMENT MEETINGS AS DISCUSSED IN SDC 5.1-120: o Where a multi-family development is proposed, any additional materials to demonstrate compliance with SDC 3.2-240 Riparian Area Protection Report for properties located within 150 feet of the top of bank of any Water Quality Limited Watercourses (WQLW) or within 100 feet of the top of bank of any direct tributaries of WQLW A Geotechnical Report prepared by an engineer must be submitted concurrently if there are unstable soils and/or a h'igh water table present Where the development area is within an overlay district, address the additional standards of the overlay district If five or more trees are proposed to be removed, a Tree Felling Permit as specified in SDC 5.19-100 A wetland delineation approved by the Oregon Division of State Lands must be submitted concurrently where there is a wetland on the property Any required federal or state permit must be submitted concurrently or evidence the permit application has been submitted for review Where any grading, filling or excavating is proposed with the development, a Land and Drainage Alteration permit must be submitted prior to development Where applicable, any Discretionary Use or Variance as specified in SDC 5.9-100 and 5.21-100 An Annexation application, as specified in SDC 5.7-100, where a development is proposed outside of the city limits but within the City's urban service area and can be served by sanitary sewer o o o o o o o o o PRE.SUBMIITAl REC'O MAR 1 7 2009 Revised 1/1/08 Molly Markarian 7 of 10 , . . {:::=~<:::~,,;Z:: ~ ..,._,.C.;;;:.,>_"- .';..;-'-=").;,:;,.'0 ------i~---I', _.~ f , 0 ~..,... ~~~~~,~~st,t---=~''".-- -7__~ ---r-- """,.' . , '" 0 , ~ " C '" " '" ~ Z " ~ Z 0 '" ~ '" " '" ~ Z " g "' z ~ ~ :ii < '" - "" ~ Z -" Z n "m 0 ""~ :::;: ~M z ;~ ~ "'''' ;.:.- ~~ ~ "'6 r z - ~g ~ ~ ~ , ; z ~ ~ ~~ ~ ~~ trl ;#a )>- _b~ g ~q ~ 8 t'Il o ~ z ~ ~ , ~~~~,. ~ f~~~;~ ~ !;!~~~ I Vl ~~~:~~ ~~...:: ,....- "i:."~ ~1S;~~lS l!J;:I;:t ;:t~ , ' "'...;.~ """ ~ ~!~i ~ En~~ Z 1S~"'c 0 ~... ..~S~ . . :;;~ ~~~ ,..Hf ~..... ~" ~" 01 ,', .:.: -. . ;;. ~ a ;Q ,~ " ~~ . ~ g. ~ i ~" o g g . .," , '" ; !' &~! 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" iig~ ~I ,"J ~~ ii~ i~ ~ g ,~"a ~" ,I. !" .,i I~ ~ ~ >~~~ w. !:~ jj ,!~." !a ~- .. c' -"" '.. I ~ ~~ffi 2~ t'~ !~ i!~ ~,o . ~ g, ~.., .0 ;~. ~s ~,1\ m . _ 'Ili" "" '00 .' '"I ,. · ~ ~ "'C: i" Ol~ ..Vi P ~ ~ . .i~. ,~'^ !, ! .". . :!;:hs: ...",!:t ...... ~~ gg... .... s ~;;;..~ \?z ~f >IE ,OO,..~ ;g ~ ',-'1" Il~ '. !, W' ~ , ~ ,. ." ,. Ii , .' ~ , .~~~ ~I ;~.. ~~ ., ~ g il;~ li:~ !i~ rl~ !'" ~ d · >.,! ~. '" 2 .~ ~. . ;"'. . '" , ., "! J:t ~~i~ . ~ ~8~ ; ~~ lOl" ~ ~I~ ql, i i il P : ~ Q g Q} , J . IIl1 I e 0 U -Q' -'t'"l:l J Q ;:? ;> ~ ~ Vi i ~ ! ~ ~ ~n ~ . ~ " ;! ; !O\ ~ i ! n i ~ Iq . . . . iiiti> i ~ ~ n n , , ., m n . ! ~ ~ , . i 0' ~ ~ ~ .... ! . " . ~ , ! ~ . ~ . , s g . JOff+/- . . " . , ~ g....l~~~ m ~ z ~:"':2no:~",> m " ~ ~~ ~ '.~~ ".~ ~ ~ ~ ~'::l~:r ~"'" '" . ~ ~~ !O;~ g.~ z o. 0 e~ ... "'g'" ........,. ~ "" ~ .~ ~ .~. .~.~ ~ ., i I. ~ ~'i! ~i .. .. l;q~8~~ ~. I ~i "'iii ~~~.. :i::t it ., '~"o'>io ~ :'1 !! ~ ... _~z ~ ::'" i!ii ~~ 'f~;;~ "0 ~~ 'i ~.~ ~j '" .. , > 'eA' ..0 ~~ g:~~ ~~ 9 .."" :~..~ ~~:t'" ~ o;:,~ :~ ~~ :.1 ," ~ # ~~ ;i ~ ,~.. - ~ i'" ~ , ! I I , i ~ I081noo~B.B .~g'~~':;n:;~~ ~:;i ii~i~~ ~n """jOO nd!ni~H n~pH.'g' "'''''''i!:!;1~~ 9!;l ;;g!;;~., ~. "q";.l .~ In ~ ... ~ '" l 2 .! z!;l;;; ~ ~ g9. :::20:0':-" .;-:. Ii ~.1 --" < n ,2 , ~ , -< ~ > ~ ~~~ { ~"'~ i ~i~ ;;;; ~~~ Ue ";,,':'~~~'~'-'~''-''-'~ ! i , t' W-'li:Ill' . \'W L(OM .,,;,.,.., 6.0' .< ~?o ~: o' ;...1:3 >b z. 8" ~S ;::l5 0' ~~ ~ m ~ en ..., n o zen Cl ::J ::0 m m '" Cl r ~ ~ ..., z 6~ z Cl o~~ "rj Cl ~ ~ m z :I: Cl 0", < r ~ ~ ;r: Z en ::;: ::J z m en en m en ""CI rT"i . U3 = Cl:I s: s;! ..-- :::ell I'T'I (") di s:: )>- ::;0 ..... -l N c::> c::> u::> . . TENTATIVE SITE PLAN FOR EAST CONGREGATION OF JEHOV ADS WITNESSES Map 18-02-05-21, Tax Lot 8700 APPLICATION NARRATIVE The property proposed for development is currently owned by Steve Jackson. The property currently has one single family dwelling on it and three existing storage sheds on site to be removed. The subject property contains approximately 1.8 acres and is proposed to be improved with a 4900 square foot building and an asphalt parking lot which will contain approximately 79 parking spaces. The Metro Plan designation and zoning classification for this and all adjacent properties 'is LDR - Low Density Residential. The proposed development will be constructed under the site plan review process. Proposed improvements will include approximately 34,000 of impervious surface, parking luminaires, 19,400 square feet oflandscaping and connection to existing utilities in South 42nd Street as shown on the Site Plan. The existing overhead power and service pole will be removed and the proposed building will be served with underground wire utilities. The water line will connect to the site via South 42nd Street. The sanitary sewer line will connect to the site via the 8 inch line in South 42nd Street. . Those issues which may require a more detailed discussion are addressed as follows: c Storm Sewer - Storm drainage for the proposed development will be directed to new catch basins in the proposed parking lot. The new stormwater hydro-carbon separator catch baSins will drain via new 10" pipes then discharge into a Raingarden for storage/Etreatment then to an existing 18" pipe which drains to an existing manhole in South 42nd Street. The system was sized in accordance with the recently constructed improvements of 42nd Street. Soil types on the site (according to the SCS Soil Survey) are 90% Malabon Urban Land Complex and 10% Cloquato Silt Loam. These units are mainly for urban development but, is also used for yards, parks and open areas around and between buildings which will work well with post development conditions. PRE-SUBMITTAL RECID MAR 1 7 2009 . . Streets - This development will be served by one existing entrance which will be widened to 26 feet. One entrance will be removed as shown on the site plan from South 42nd Street and the proposed entrance will be the existing southern driveway from South 42nd Street. Trees - The subject site contains trees as shown on the Site Plan. Current plans are to protect all trees that are located where on site. The trees to remain will be addressed during the private improvement process. New trees shown on this plan will be included during the private improvement process and will be subject for review by City staff to fulfill_and meet the City's Code and requirements for landscaping. 3820Narr.wpd PRE.SUBMllTAL REC'D MAR 1 7 2009 " . fA L/THDN/A L/GHT/NG' ~ -." FEATURES & SPECIFICATIONS INTENDED USE - For bui!djfl~- and wall-mounted applications. CONSTRUCTION - Rugged, riie-cast single-piace aluminum housing. Oie- cas:doorframe ,has impact-resi!;tant, tempered, glass lens. Doorlfame is fully seale.d with a cl9se~ken siJiconegas~et. F1NIS~ - Standard finish is-textured dark bronze (DDBT) polyester powder 'finish, with other architectural colors available, OPTtCAl SYSTEM - H\yh.p~lfformante segmented reflectors provide suo perior uniformity and control, Specialty anodized aluminum spot and grazer optics are also' available. Reflectors are interchangeable and have field de. gree-uiming capability lip to 10' without tools. Reflectors allow for toel-less access to electrical compunents. All optics'meet IESNA lull cutoHcriteria in lens-down orientation. ElECTRICAL SYSTEM - HID 70W.150W utilizos a high-reactance, high power factor ballast. 175W utili2l3S a constant-wattage autotransformer ballast Comp<ict tluorescent utilizes an electronic high-frequenc\, ballast Ouick-disconnect plugs easily discorinect ref.lactor from ballast and fixture from supply wires. BaHastsare precision-wound and 100% factory tested. For HID porcelain, medium-base socket with copper alloy, nickel-plated screw shell and center contact. Compact fluorescent is four-pin positive latching thermoplastic. Ul Listed. ' INSTALLATION - ,Universal mountilifl plate with integral mounting bolts i>UPPorts tho fixture for easy, one.person installation, USTING- Ullisted suitable for wet locations in UJ or down orientation. UL Liste~ t9 US, and Canadian safety standards (see Qpyonsl,. NOM Certified lsell OptionsL IP65.raled. US Patent No, 0500.569. Calltldiiln PaWnt No. 107561. . rV \ \ CIJ f- 6ft-~ r Catalog Number ~Jotes' \TYP' ,<'-'~-"'., ,,~ '" ~. " :", ':S"-"',,-, /"'""'-,-''- ''\::' ""-", f """', \ '--...---... \ ~...-.J '-...........J~.----. ...-" Len~-down orieMation -------~.....---"'\~----- """'--'" \ \', , -, I " '-' '~~-' ! leflsu,onematon',,~ \..: -'""" ~.... ~. "'~-~'--->' A.ris Wall,Mounted Luminaire ASW1 METALHALlOE HIGH PRESSURE SODIUM FLUORESCENT {--)j (----r i rt-......-, l . J I~..,.L- . ~---~~" I" -'\\, " .. \ D~ AERI5 ...";t"""",,,,,,; A;''';.<1 n=dm.r -~;""!.",,l'M Standard dilpe.nsions ~ASW1 Length:W{3B:l0) Depth; 13-3W (34:93J Ollorall Hoight: 9.1i4w 125.50) Max. Weig;lt 35lbs (15.90kg) All dimensiofls am inches lcentimetersl ur.lllSS otherwise specified, Example: ASWl 115M,SR2 12D SF LPI Choos!) tbeboldlllC:lI catalo(J nom(lnClflulr(! Ihllt hf)!;! suit,s you; needs and write it on the appropriiltcHne. ASWl I s.!;., I ASWl ORDERIN.G INFORMATION r-:-~I r Wattage/source '.Mm&halide kom.P..ll1 70M . fluorescent 100M 21260TT' 150M 32TRT 175M 2/32TRlI Hj.!lh..DI.~~.W!. 42TRT sodium 2/42TRT1 70S 5ITRT 100S 70TRT t505 mstributiOD SR2 Segmented typell, . roaoway SR3 Segmented typelJl, asymmetric SR4SC Segmented tYpe IV, forward throw. sharp cutoff GZ Wall gmlinglJ SP Tight spotK~ Voltagei 120 208' 240' 277 347 48D' TB' TBV' MVOLP NtnES: 1 AvtlilablevvilhSH3onlY. 2 DC12.ClGW1Z'ar1dGZcanllotbeorderedtogether, 3 Notavallab!ll with compact fluorescent. 4 EC!ORS, DCl2, OCZ012 orSP optic C311no: be ordered iOgClthor. NoiavalJable w1th HPS. Consul! faciorylor ayai!ability in Gansea. Optional mUlti-tap hallast (120, lOB. 240. 277Vj 1m. 277. 347V in Canad~-'ships as 12{lJ347 in Car,ari!l\. Optional5-1ap ballast l120, 208, 24Cl, 217. 480V; not aV5illlbJlI in Clln~dlll. 175M only. Optionll!muhi-vohelectronfcballastilor,compactfluorescentonly) capable oi operating on anylinevo!tagefrom 12QV-217V. 10 Available lar compacl fluorescent only; not'ailailllblewith 2132HlT. 2142TRI, SiTRT or 70TRT. - 11 Available for compaCllluorescent only;flOt allailable with 57TRT Of 70TRl. 12 Pilot iiltht/te~ switch mouflt;ng plate included. See 13mp compatibil.ily chan on backpage. t-3 Avai!allla far t~pec~ II\lOfllSte;)\ rmly, f1o\ ll'4ai\lIole \--roh 2J421RT, 5Dmr or ifIDTI. 14 Not available WIth SF. 0,':, GMf or'GAS, 15 COflSlIlt filcWry for maximum HID wattage aVililable with,1his opti00. 16 Mustbeorderoctwilhfixture:_carl(1QI'hefieldinstailed. 11 Available onlYwith SP,2 and SR3 distrihutions. 18 Additionalllrchltecturel colors avauable; slle,\I\'WN.!ilhollie.com 1m more in/ormation. Oulduor ] Options Shioned insteiled in fixture NOM Certified SF Single luse (120. 277, 347V, nia lamp included T8, T6V ) less lamp OF Double fuse {20B, 240, 4BOV,'n/a PtJIse$farl Ta, raV) - -~~~uper CWA pulse. start GMF";lnfernal slow.plow fusing baHast(150M onlyJ~ tn/a with MVOL T;CF only) NOTE:SCWA ballast must be sele~ted io EC Emergency circuit !lOOW max, comply with C~!ifoTfliaTWe 20 metal lamp not includedj~ hlllide,rogula:ions. SCWA may also be ELDW Emnrgency batt8ry packl~ required to meet alher states' rtli/Ulatiom:. CQnsult \<Jcal aulhori:in, ElDWR Fixture wired ready ror House.side shieldlJ Bodjn8~- B30 batte;ry pad:. (320 .s.b.iQQeds8oaraWy min. operating temp)""! Surface mOllnwd ELDWRPS Fixture wired ready for f'S1400 back box . or PSDl remote battery pack Wire guard (32" min. operating temppl'l Vandal fluard De12 Emergency cirCuit nvolt ,I\a;.hiw!<J;ynL~U 135W lamp inclLldcc!)l.~.ll Stllndardtexturea colors 2DC12 Emergency cirCUit 12-itoll. (tWO Dark bronze isld.) 35W lamps- includedr"'''.l~ Sandstone DC2012 Emergency circuh: 12-volt Natural aluminum (20Wlamp includedjl.4." White 2DC2012 Emergency circuit 12-\'0It (t\"JO Black 20W lamps jncludedJ2A\'J~ OPti.Qn1'lU~txJuu!JI...J;,Q.l!lli. QRS Quartz restrike system ,(100w Bronze max, lamp not il1clude:d)~ Dark gray CR Enhanced corrosion light gray resistance 'Green CRT Non-stick protective coating Dark red (bllKk only) Rust PE PhOloeloctri, cell_butt'" rIP.f.1RE SUdl'V<!l\TfA!L REC'O (n/a TB, TBVi,MVOLT or 48GVy .. D\ 111111"\ . [SA [SA Certified - 9 AfI" Sheet#: ASW1-m i I 1l1iA"_-'050 c . . ASW1 Metal Halide, High Pressure Sodium, Fluorescent Building Mounted I LTL13817IASW1 175M SR3 I i ASW1 175M SR2 TEST NO; ISOfLLUMiNANCE" ~lOT (FoolCal1dle) " ~ -1,~ ~ Z (l~ 5 , IsaILLUM1NAN~E PLOT iFool",,"clle) , " ~ z 0 2~ " u ,~ ~ 5 0 , , , 175W mattll halide lamp, hcrrzontallamp oriet1laticn Foolcandlevaluee based on 12' I 'TlOlmtlng r,eight 12800 raled bmens. Lumin3i.e Erficienc"j: 75.~% -----------1 ----~~--------- ASW1175M SP TESTNO: CTL13842A--1 ASW1175M GZ TEST NO_ LTL13843 I I I I 175W metal halide lamp, horlzontallamp orientation Footcandle values based on 12' mounting heigl1t, 1.2800 rated lumens. Luminaire Elflciency: 72.4% ISOlLlUM1NANCE PLOT (FoOlt:'!mdle) )- -, 'i' Q j W C ~ 05 ii c '0 ~ z~ \OJ V 3~. " ! '5 o , ... 175W metal halide lamp. holizonlallamp orientatiOfl Fooleanrllev<!luf,shasedon'2' mounting neight, 12800 ralad lumens. Luminalra.Elfic:ency: 26.3% IS01LLUM1NANCE t'LOT (fuolc~l,d!tl) , I I ! I I TEST NO' l TL 1381 9 ASW1 175M SR4SC TEST NO, ISOIU.llt,lINANCE PLOT (FD01Ctlrnli"j LTL13821 o , -, -, ~ " ..T a e -, @ -1 " I 2 c z ~ o'~ oz 0 " 0 D , , " , ~ , 0 " ~ " z z :l~ ,0 ~ w w u I- e 2 ,. 'e " !;; 6 5 , o 2 , 175W metal halide lamp, hodzoniallamp o:iontillion Footcam1ievail.lesb!I5ei:l=12' mounting heigl1l, 12000 rated. lumens. Ll.lminajre;~1ficie(jc'J; 6G.6% -, " T " .1 ~ o 7 " Us ~ " , 0 w . _0 < ~ g 3~ " 5 175W me;",l hati::;", lamp, horizon;a!lsnlp oli.,nlalicn Foolca1'1dla vaiu~s based 01'1 12' mcuniingheigh.t, 12600 rated lumens_ Lumir3in;;Efficiency: 70.0% Emergency Battery Pack ~mp Compatibility I LaIT1p Options -~._--~ I ELDWRPS I (i of lamps/wattagel HDW I EWWR 26DTT (one lamp) .. I III II! j ~~DTT ~ ~- I FS " 26TRT (one lamp) III f-~-- -~ 2J2,TRT III I - III III 32.TRT lone lamp) iii .. , iii 2131TRT Il II 42TRT (one lamp] III il- liI I 1/41TRT I t! I I PRE-SUBMITTAL REC'O MAR 1 7 2009 lA,L~THDNfA LJGH77/VO" ....".;" , An <5AcuityBrands Company Sheet #: ASW1-M~S';:F IW.OO4 Acuity Brands U!lhiing, Inc. :ii\2,lU8 lithonia Lighting Outdoor Lighting Olle Uloolliil Way, Conyers, GA 30012.3957 Pllane:77U.92.HOOOFax:77o-918-12Q9 t"''WJl.'.li1honi~.com . (A.lITHDNIA .lIGHTING' -. ,- FEATURES & SPECIFICATIONS INTENDED USE - Ideal for use in car lots, street lighting or nark-log areas, CONSTRUCTION - 'Rugged, .063" thick, aluminum rectilinear housing, Formed for w<i'ather-tight seal and integrity. Naturally IHlodizerl, extruded, aluminum dOOf frame with mitered corners. is rotaiDed with (t'Nol.1B8w diam' eter hinge pins and secured with lonel quarteHurn, Quick release fastener. Weatherproof seal between housing and door frame is accomplished with an integrally designed, extrudod silicone gasket that snaps into door frame and another gasket applied to the housing. FINISH - Standard finish is dark bronze (ODD) polyester powder finish with other 'ilrcrutectutBl colors avallable. OPTICAL SYSTEM- Reflectors: Anoqizen and segmented for superior 1II;j- lormity and control. Refloctors attach with tool-less fasteners and are rotat- ahle and interchangeab!e. Three ::;utofl distrib,rtlons available: Type !l {Road- wayi, Type III {Asymmetric), Type IV (Forward Throw, SherpCutoH). Lens: O.12S"'lhick, impaCHesistant. tempered, glass with thermally-applied, sill: screenec shield. ELECTRICACSYSTEM - Ballast: High reactance, high power factor for, 7!)- 15DW. Constant wattage autotransformQr for 175.250W. Metalllalide 150W and below arestsnderd with pulse-start ignitor techl\clogy; super CWA pulse-start ballast required tor 20DW l'SCWA option). Ballast is copper. wound and 100% factory-tested. Soc~et: Porcelain. horizontally mounted medium base.:soc~et far 7Q.150W and positiorkoriented mogul base socket for 175W Bnd above, with copper alloy: nickeJ~plated screw shell a'ndcenter contacl ULlisted 1500W, 600V. INSTALLATION - Extrllded aluminum arm tor pole or wall mo:,mting IS shipped in fixture carton. Optional mountings available USTING ---- UL listed [stand{)rd). CSA Certified (See Options!. NOM CerJiied iSee {)pticns\.UL listed for 2S"'C-ambient temperatures and wetlocalions. IP65 rated. ORDERING INFORMATION . '-'"'t"- Cata:og Nl,lm~~r o~- Spe[;ifj,~afiDns EPA: 1.5 ft.1 !.14m~} lincludes arm]' .Weight35Ibst15.9kg) length; 21-1:4 (54) Width: 15-15/32 (39.3) Dep~h: 7.'/4 (18.4) Arm:4 110.2i -Neigiltasconliguredir enmple bekh'~. Notes I Type Area lighting K'Sf1 r - METAL HALIDE lOOW - 250W HIGH PRESSURE SODIUM 70W - 250W 15' to 20' Mounting ~, NlGHTTlMf fi:\lENDLY (:a,~''>:,"->.!!o.i,;r!-t"..!, t...."'.~"""",~"'~,, ;" ~t" 901.,,,,," ""'"",. L1 lArm+--- IJ I MlliIlliinLOmi!lll SP.xx;RP>>,DA12P WBIO.,DAINIB \WJIfJ. Q[ilUnll.le.m.GI~ta , AU Dimensions are inches iccntimelsrs) unlessoltlerwise'specifiad. Specificalions sl!bjetllo change withou!l]otice. For shortest lead times, configure product using standard options (shnwn in boldi, Example: KSFl 175M R3 T6 SP04 LPI KSFl -~ , -r- , -------,------- , IvoI:lage! , , r;ri(!~1 I I Mounting -I r'----e;Hasl _J , ! KSFl , En!!!..1Y.D_~ 1.M.illi1! (blank) Magnetic I I 120 I_____~~~_~_J "" SP_ SqlJorc 04 4" arm ballast 24fP pole 00 S'arm C\V! CDnstanr Mrlal l:fu1:t! I m RF - Round pole 09 9~ arm wattage haliae j;!f.C-liSUle I we Wall isolated I 341 " 1Tarm ::l,{Jgft 100M' ~i , ""'" crackei 150M' 70s' 1fJ'v'>J_ Wood pOle lOllS I lB' orwllil SC\o....A SuperCWA 175M' 150S' TBV) bracket I plJ!sestBI1 200M' Oerrre€Hfll 200' ! 23050HZ5 DA12P ballast :!iIlM (pOle)" NOTE; ScwA ballast 250S 0A1ZVVB Oegreearm must be selected to _._____1__._ (waUjlQ cml',plvwithCaF{omle 1 lJiSlribl.ltion l Kfw\ Mas! arm Tltle20metalnalide , , llxternal reguhlt;ci1S.SCWl~ A2 IEStypcHnsvmmclrlC fiuerw also may be roqujro~ R3 IES type III asymmetric r~-Jin tQ meet olherslates KTM' rellulalions.Consult R4SC IES type IV forward mouming local amhoritiai. throw, sharp cutoff !:l!lfl~ NOTES: Nnt3vailable,,!ith~CWA. NotavailllblewilhTBV. Mustbeorderodwi:hSCWA. Not llvailablewith-4BDV. MustspecifyCW1!ofusoinCanllda, OptiGnal mulli-taphallast!120,2CS. 240: mv!. W~l:. 217, 347V in Camn!aj, Optionllliive-tapbaHllsi1120, 208.240, 277, 480VL Not available with CSA. Consultfllcl0ry lor availablE wattages. 9"armls roquire!lll'AlBn M'O'or morn l11minaires araorientedon a9lYdriiling paterno ltlShips separately. 11 J\~USt specify voltage. NotG,!eHebe , with TB orT8V. 12 Me~ eUoweble wattage lamp included. 13 AVlliiablewithfl1& H3distribmions oflly. 14 May be ordered ll~lln accessory. 15 See www.lithonia.com/;jrchcolors foradditionai color ol)lillns. 16 Blackfinishofi!\'. 17 Must bsspscitied. 18 M\Jsl usc RPC9orAP12. Outdoor I I Options i ~~I I ShiniwrlinstlllllldinfiKturI! I LPI Lamp SF Single fuse 120,277,347VH included OF Doublefuse208,24D,4BOV11 I {slan- I dard) EC Emergllflcycirc'uitl2 ULP less lamp PER NEMA twist-lock re::eptacle only inophotocomrolj 0", Ouamrllstti~f!s','stllmll I Finishl~ QRSTO QRStil):!,ede!af,ll (blank} Dark bronze HS House-side silield13 OWH While CSA CSACenifllld OBt Black NOM NOMCartified OMa Medium Shiooed "eDa:A'elo:'~ bronze PEl !\lEMA tWiSl-ioc~ fiE \ 120. 208, 24DVl DNA Natural PE3 NEMA twis;-lockPE (347V) aluminum PE< NEMAt~;,isl-loc!tPE(480Vl CR Corrosion- PEl NEMA twist-ioekPE (271V] resistent. SC Shorting cl!plorl'ER option CRT Non-stick PfPt9ClivIl i.IG Vandal guatd tMtingW Tenon 0.0. 2.3!~- 2-7/8" '" KSFIHS KSF1VG Accessori"s: Tenon MOl1rrtillg Slipfitter (Order as saparate catalog rtumber) Nllmberotfixwres One Two@180" Two@90" Thtee@120" Tio<!BO T20~2901' T2D,J2ll T25-29Dr; T25,320 T3S.29{l1? 1'35,320 T20-190 T25-19:0 T35.190 T25~ 280 T35-280 Threc@90Q Four~9{)' .-------. T2[}-39011 TIll-49(!" T25-390" T25-4901I T35-WO'! n5-49011 House side shield1J Vandal guard PRE-SUBMITTAL REC'D Sheetlt. K~fI~-sl 7 LOAt~lO . -KSF1 Arm-Mounted Rectilinear Cutoff Lighting . Coefficient of Uti lization Initial Footcandles KSFl 250M R2 Test No. lEST NOl194U90701 COEFflC!EtIl OFun:r;:~JJON , J KSF1250M R3 , i KSF1250M R4SC TesU;oTESTNO 119408C9D1 I' CW;I~'IIT 01 mll""'OII CUFFe!,hl Of UH!UJIO~i , "1estNo. lEST NO. 1 1940S0302 " KSF1150S R2 le1 No. 1ESi NO. 119'090801 i KSFl150S R3 lestNoTES1ND.1l9H81503 WtFflCltHTOf lIDLilAnol'1 ,CCHFiCEfilO:UilUlMHlti ij I 1 . ~ " s! I I " ../" " / --.... "- , ...... -+ i ., j 1\ , ---- \ X :" \ \ ...... )' - ,j 1'\ ./ ., ~ Z5 ~ ~ z ~ ~ . ~ j ~ "' , , J ~ g OJ? 3 ~ ~ 250WfklaIH31idelamp,20000raied Ium~fl';.footi;amilfvalu~jbaseGon)'5' nountinRheighl,DisL'ibubonH,ClJl0fl. I , ZS'JN Mft~ltlaiije l!m., ?(!{JllG ratej 'U:n6ns_fMt;anj!~Y2il6;b~stdI)f135' m~ur,[inglleight,Disl1ibtJli~,lJl.cuML ^ J__ - t:::: ') ;;> ::'\. ~ .~ )" N , !\ - , " , 1 1 , , ~ "\ r> ~ 1"-., I'- ~ ~ , "- f-'" 1\ v , ., 25 . 2; @ c C . 2 E ~ " ~,,~ , 4 .~ " ; 150W!l!elalHJlidelimp.Z{!lJQOra~ lum~nj foottafHlle valti~$ba$edon 35' m~un!i~g h~igtrt, Distribu!irm I, cu'-off. , , 15GWMftlal Ildldelamp,lfiOGO rated lumenS. fiiolcard1l:','Jlue.b~syJon 35' mo~r,tir.iheighL(ldiibJ!i!lf1111,'~1c1i. NOTES: 1 For electrical characl.eristics, consull lechrlical data tab. Tt!sted to current ItS and NEMA stal\!fads'under stabililed labclra'1Dry c.onditlOns Various operating faMors can.cause difieffinces hew.Reo laborlllOlyand actllaJ fie!d measurements, Dirnensions and s:lecifications af!] bBsedon tfie rrostcurrem availabledmandareslibiecttoctlange. Photometric data fur ether distributions can be accessed from,w'NW.~thcnia.com. ~ ~ I i ii J ~ , ~ , ~ I ~ " 1 "" ~ l ~ . .. ''f , --' "- ;- V . ~ ~ ~ ~ ~ ! ~ ~ " , ~ E , " o 1 3 I 5 250\'1 Melal H~bd~ lamll, 2C'COa rated Jumws.Fo;)l1:andle~;;I(;(:obmdl.ll35' n1ounji~!:hciJ;htDi5kb'Jtiill1lV:sharpcutoft. ;' ~ g I KSF1150S R4SC le~ ,. lEST'" 1194081502 I '''mooo ""'UW" I I" I " , , , .< ~ J "'- --- V < ;;; o I ~ ~ .2:' , . ~ o ~ , , 150W Mdaltllllidelamp,1GlI!llI rated Ipmeni.FQclcandleYal~esbueiion35' mOlllllin2htieht Di5lribtrtien IV , sllarp tuulfl I i L Mounting Height Correc.tion Factor lMdtiply the fe I~velby lh~ correction lector) ~:: :;,' PRE-SUBMITIAL RECIO MAR 1 7 2009 i ,E~~stinQ Mounting Height \' _^ " (,' F I \ i'ffiVT.JltllntJng11elght ) _Lo,.'e_uon de or 'Ja,L/THDNIA L/GHTlNG~ - An"'AcuityBrands Company Sheet #: KSF1~M~S' (011)00 Acuit\" Brlll1!1s Lighth!!, lil!;., RfJv. 1130108 Lithonia lighting Outdoo,.Lighting One LithoniaWay, Conyero, GA30012-3957 Phone: 770-922-9000 Falt.:71O-91IF1209 W'M....Jithl,\nili.t9.m 03/02/2009 14:29 FAX 541 736 1021 .~ CITY OF SPRINGFIELD ~ 141002 PUBLIC WORKS DEPARTMeNT / Engineering Division Phone: (541) 726-3753 Fax:: (541) 731;-1021 STORMW ATER MANAGEMENT SYSTEM SCOPE OF WORK (IIr,," beluw this line filled oul by Appl1=) _____ (Please return 10 MOil Slouder@ City of Springfield Public Works Engineering; Fax # 736-1021. Phone # 736-103S). email;m~tolJ.der(riJci.sprin1ifieldor.us . Project Name: 4. 4Z"'1?"7T ~~~'i:.. l':D. Applicant: Assessors Parcel '(b.ot.- 00; .Itl TL-l/.lblOO Date: LandUse(s): \2.-\ er<;>lvG"I--r,AL.- Pbone#: Project Size (Acres): I Z, 0 I Fa:< #: Appro:!:_ Impervious Area: ~"\. 4'21'\ s,+ Email: (AI!:.\":> I\jt\~ 'Z..-,-'1'C>'\ I 1Q;5-4S0S; 4 5-SU>"'l.4 C.NA<-j;.1lZPOI"'C~e: . N<:;\ I~ Project Description (Include a copy of Assessor's map): f(...A(..l;. A 4QoO s.f 1"7\..\!'--"''''t, ,4;.(0 A '34, 1;"0,\ ~ pAi-"-\>.l" (...,)1 C,,( -,w::: <6> 11';;::. Drainage Proposal (public connection(s), disohargc looation(s), etc. Attach additionalsheet(s] ifneocssary: ~A,,, f><...,- IM~rl.VI Ou? t;.(..\1Z.~\~,,",r? ,() r" IZr,N ~r\;l~ 'u '\~\ tl-.....\ O\Jc.\l'fu/~ roO'-- I..-v\it r..,E:: ?"1v-?~\ t::\I.;;",,\S -r"i fl\ . \001.-1(...1) Ol'~ A ~"-l '0 ,"\e fu.("?I...-I(., ~"Fn':M ''-\ "\7.--"'9 "71:\'l-e~T (t>\(...\.\ ""7~N'" IN A,v. 1.":lI \..1- ~/E: 4( PIlO. (.;-I~ H 0e:pA-l::tlTC1L , pronosed Stormwater Best Mana!'ement Practices: AI-'- ~OIZ-~w..\r+1l::l<.... WIl.,.-L- \';>C' ~k\e.O (}.I\\~ \/~CT~-rJ,I(::; H~\-J.loOS. ~ ex (H ~().z... tII.2.(" C "'r\:" rz- M e'-l ~T? (Area b"'"", this One filled our bv the Cj/V and Returned 10 tlle A"plleant) (At a min.imum, all boxes checked. by the CIty on Ihe.front and bt:U:k of this sheet shdll be submirted or a1'/ a licarion to be com Jete or'submittal, althou h other re. uiremen/s m be necess Draina.l?e Study TVl>e IEnSPM Section 4.03.2): (Note, UH may be substituted for Rational Metbod) ~mall Site Study - (use Rational Method for calculations) D Mid-Level Development Study - (use Unil HydrogJ<\ph Method for calculations) o Full Drainage Development Study - (us. Unit Hydrograph Method for ca1culalion,) Environmental Considerations: I2f Wellhead Zone: I) yr - 16 yr 0 Hillside Development; pA o Wetland/Riparian: 10JJj 0 FloodwaylFloodplain: ~A, o Soil Type: (/61..410 5;111-"1 ~ MAfa.bllM Ur~4A 0 Otber Jurisdictions JJA Downstream Analvsis: (t1) ( 1-f, ) 12JN/A D Flow line for starring water surface elevation: o Design HOL to use. for starting water surface elevation: o Manhole/Junction to take analysis to: Return to Mat! Stouder@ City of Springfield, emai/: mstouderlci>cj.sorinafif!lld.or us. FAX: (541) 736-102:1 . PRE.SUBMITTAL REC'O MAR 1 7 2009 03/02/2009 14:29 FAX 541 736 1021 . CITY OF SPRINGFIELD ~ 141003 COMPLETE STUDY ITEMS I For Dfficin\ Use Only~J ( - 'It Based upon thi! infannalion pro'Virkd on the front Oflhi,v sheet, the following represents a minimum of what is needed/ar an application 10 be complete for submittal with r-espect to drainage; hQwoer, this list should not be used in'tie'll of the Spn-ngfield Developmenl Code (SDC) or the City's Engineering Design Manual, Compliance with these requirements does not con../itltute site approval; Additional site specific information may be required. Note: Upon Jcoping .Jheeu submirtal, ensure c;omplele.a form has been siWSed in the space provided below: - . lIllerim Pesign SlllndardsiW~t.:r QualitY (EDSPM Chapter 3) ~~ ' . ~ 0 AU non~building rooftop, (NBR) ,impervious surfaces shall be pre-trea.ted (e_g. multiHchamb~red c:atchbasin'w,/oil filtration media) for stormwHter quality. Additionally, a minimum of 50% oflbe NBR impervious suIface sball be IJ"caied by vegetated methods. !Z( 0 Wbere required, vegerative storrnwater desigo shall be consistent with interim desigtl slal1dards (EDSPM Section 3.02), set forth by the Bureau of Enviromnental Services (BES) or Clean Water Services (CWS). o D For new NBR impervious area less than 15,000 square feel, a ~implifi'ed desigo approach may be followed as specified by th~ BES for v~getativ~ treatment. !Z( D If a stormwater treatment sWal~ is proposed, submit caJcuJations/specifi~tions for sizing. velocity, flow, side slopes, bottom slope, and seed mix consistent with either BES or CWS requirements. 0" CDvater Quality calculations as required in Section 3.03.1 of the EDSPM D IL1 All building rooftop mounted eql!ipment, or other fluid contAining equipment Jocatro outside of the building, shall be provided \.\ith secondary contaimnent or weather resistant enclosure. General Study Requirements (EDSPM Secllon 4.03) 0' 0 Drainage: study prepared by a Professional Civil Engineer licensed in the state of Oregon. 0" 0 A complete drainag~ study). as required in EDSPM Section 4.03.1, including a oydrologicaJ study map. 0' 0 Calculations showing system capacity for a 2-year $torm evt:nt and overflow effects of a 25-yOBf storm event. 0' 0 The time of concentration (Tt) sha.H bo determined using a 10 minute start time for developed basins. Rmrw or Do""st........ System (EDSPM Section 4.03.4.C) o 12)"...... dOWllstream drainage analysis as described in EDSPM Section 4.01.4.C. On"sitc drainage shall be governed by the Oregon Plumbing Speeially Code (OPSe). o .i21 :Elevations of the HGL and flow lines for both city and private systems where applicable. llesign of Storm System, (EPSPM Section 4.04) 0" D Flow lines, slopes, rim elevations, pipe type and sizes clearly indicated on the plan set. o D Minirnuni pipe cover shall be 18 inches for rdnforced pipe and 36 inches for plain concrete aI;ld plastic pipe materials., or proper engineering calculations sha.ll be provided when less. The cover shall be. suffit::ir:nt to SUPPQrt an 80,000 Ib load without failure of the pipe structure. D 0 Manning's '~" values for pipes shall be consistent with Table 4-1 of the EDSP. An storm pipes ShOll' be designed to achieve a IDmimum velocit)' of three (3) feet per second at 0.5 pipe full based on Table 4-1 as well. Otber!M1sc L2f 0 Existing and proposed contours) located at one foot interval. lnclude spot elevations and site grades showing how site drains rz( 0 Pl'ivate stOJ1T1water e.asements shall be clearly depicted on plans when private stonnwater flows from one property to another o CZ)Drywells shall not receive rnnofffrom any surface w/o being treated by one or mOTe BMPs, with the exception ofresideotial building roofs (EDSP Section 3.03.4A). Additionai provisions apply to this as required by the DEQ. Refer to the websile: 'W.de .state.or.us/w /aroundwa/uichome.hcm for more infoJT("latiOTl. o Dete~tion ponds shall be designed. to limit runoff to preydevelopment rates for the:: 2 through 25-ycar storm events ''l1I1s form shall be IncJuded IZ$ IV! aJtllCh_n~ inside the frON cuver, of the stormwarer study . IMPORTANT: ENGINEER PLEASE READ BELOW A.ND SIGN! Form Version 2; March 2004 -, at. 3 i' ~/o1 As the engineer of record, I hereby certify the above required items are complete and included with the submitted stormwatet study and plan set Signature PRE-SUBMIITAl REC'O MAR 1 7 2009 , ~ /1.': //r..... NI."!i 17 - --=---=\C_-=~, ':JL'~ -I\~"'-"":;--!..!!:'~'~'''L __ ~"'~ ~ ~'''~''''''rl' 1r;[fIAL' "'...) ~".~ ::t<~-.., ~ . ~ !'. 8802"~ P(]!..T ~""""""~ ~ r...tt.,., 16 n,U ~20.16:.~~ 8603 8804~; 8605 )~6806 ~ 59< ' I'" h ~ .~ ~ ;; ~ . ti ' ''i~. il? J ~l~, u.....!.:: 1 i~' If.:f'!~ I. /".... -".'<.' .,..,......;~,~,. '*......"'. ~ . fT" ~~~r '606 I ..V.....:-'-, 45 ..-<.01' _ c. _ ......i.......__.' 6300 ~l I 9100 12 o ~0 ~O,,~ ! I ~ l~, ....;;:;~; ,.' i (I'~ooo'" R"= c. -. ~I ~,u, .j~ '~:_ I " 'r '"0, I =! 4100 b u 1...-. H"J~4 ~ ~1:~IIII,~\Olb ,.... 'l''--o,'';;;;; ~ ;. ,~, "-200 :1 1'1 ", ',.!, I' 'I' '"'" I;)t'I--------"''-'''-------.o>', 4300 I 1 , e , ; - "--'"W I 'I I , <<00 L I -------"'''''''------:-r lJ,8600 I ":;;,"'-\:~;;,, 1~"'~;~6 I , I I ~ . , 1 I l--"'~-' ,:g" U(;:;-A:;'~{/ 11' ,- I 1~4:~0\'47 ,6401 5{O2 \ I I I 1[\;, "J i I I 11 I , ;J', , " ~ ;/ ., " ,;~oo~; Ii I ~ I lipRE-SU;MITTAL REC'O ~~~'JfAt <:l 'OA9 ,.~- (' I. \ 7-"'''''' ",,~."" ~C1 1;: ;1 f f I :: M R 1 7 Z 09 .~ 4800 ,1 "..~.:- 0;' T .,)" 0 l ~"; I I I 1\ " .Junty ""' ROOd Hw~4;'~i ~:t,:~'~l""~",' C~"'" .... 'OM jlr-~~ -fi-;-;- -I;r~if A.~~l-77- 1 '" ----- ----,,-; ~---~------:-7J:- ,.).---...,--__J_____~I ," 1 I' {' ., '=0 '''"---'''- "'-~"'~,2''''_~_''''____<'_,_,_ -J-,~.gl', L-"JU--"__<a.C_r----=-c, . ~ .~~~~~~--~!1t" r>kI,,,.~~~~;WU~~~:L~.--~ In!,,:-,,~,,,,,,, ....... - "1;, - ~\rHTIIILPOIItT. _ If 402 403 f 500 ".IlIr - -~ - '..f_ -" --iV~~t'l f '1iI~~ .' ~ .""~' ~.t,;>"- ':l2;",. ""-e". '2<3- '<-">t ~'rr" "'''L)'''''' ...~,,~ . L"'2050= I .... S99EI I' /~F~ .' ../ - 8-400 8500 8600 8700 n"^,, "'>-':';0 ( . BOO 70n. l 8300 O\3J.l: GtJAC, ~1J!f P <l-- "'-^'v 9100 ~ 1II '... 7+ 500) ". "' " ".,,, , ""c, coo ".( ", gS 111 V"f Z 3.~ 11 I _i I ''''''.m '" 'i";' ... 730, LJ l "! .~ ,., / .. ,~ \~;' :I~ 'f J ) '~, . :l~ 'j: ",}k;:.~ ~. ,; ,,1. . , !t3o"\1"~\~,.!}tJJf'; r:r!5~-'."-~:;.;~', -I' II " ....~ n ~ ~ ~ ~ ~ '~rf ".. -lI' ,I ~ "lb! -: 0.,....., . . "...,.1 ...' '"''' ~ ~ 11;;.i .. r L":.~.... ,"""_ Ijl' II 4400 .."f_'!lT'''.......,,!r_~~~.~-~,: ~~~ G?J VIEW DR_.~~;o. .._, . "_1/ : " . M "" I"'" . , o. ., " ,.... ~I :: ?... 4 100'2 \1 ' . "-300 ;. ;, ~g~oo ~ 3900 3aOO 0.19 AC. 1 O.I"'K.. 4200 r","1CQ .;.,,,. ION; 11 I I -~" ~',,'f,i""'.'f. ',-;'''"~' 'I' S39~~8' :""~,,i,"i) '" i 1100 ...." ,,,,.. ., . I , :; '9> "t,' ~ 'i:i i :r..j:T,O"""O' "'<Il.."".., -"",~ - 1201 <20."" I' 0 I f4.n1(tc/!,JJ; O','\O~,. '.90 ". 'I' c:':: I h..;;ffk~,~"o,,""_._. ~tJ ij ))"1;'<::!)------ Jr., a~ pi ./ l 1""'<0 "', ' "', " :.. ,:--\ -~ ::'".~J~ -0.. _ ;----=-_-.::"'.,'.:-... "'~ ;"00,' ""'HU I '-----______ ,7..""" l flOOD j ,,., '. -2 - - - __ _ -~ ~ - _", ~ ~ 0.44 AC. + '-0 ~'2 ';..;.;:';:,.~;:",~ __ _ ~ ~:-"'.; ,;-;~;~" _ "t~.. ' ~ I; o~~orc. ~ ~ 8503 ~ 13D1' '... I"~ , ~ ~ 0.42 lie. I nO. ~ tljUU 3.63AC. f I I / I ,I ;/ 1 . 8400 Ie,-tS-OZ- \ .' 1A'f.MAp \L~ '0100 , ~ , \ fi\ 'Ii (0,'- i('l:~j: \L.....J) .J' ~.,:;I ,!-,; '" 'o'ur zs.._'" VI'_" "'" ,"~,,--- u,_' G'.oo 1.50AC. '''' 8900 u 5.25564 9000 ---------~_. --~. ---------~---~"~ ~ ---'. ,..,., --7-7.',. ~ "'" U"}J (('i~ ,,-- .".. ;U2{]523 [r:':;~' to'6. I;~' t ! I It..- ~UT "".'O"J 'I ~"' '0:;,l1li" , o !-~ ............~, ,- i'- ~B'! _ N ri I I , I ,I 11 I I I I I "'1._.... c , 1H,.:,-,c I I I , I , I :/ '/ / / I f"" ,", , "3.-'0' s ~ 5. -"'4, ~ ",', ~ -----;' ,. I ~ ...~ :; , ... ~ \ 5 58 ~.l; ~.~ /);5, ~ 81m , --. ' " ""8'.. ,-'P?; 620( ., .~ .. n,. , . " ~~r.. ,- ~ ' 2, J.... ronl.! 110_ t2} _ 1I:/I"OI\lIl 111111 S/llE DEED !In''I.I~..OI '" e",l'~"_ After Recording Retum T~"YfII"lI1 ,.... "'-"'~:!.':?:._.- ~'EY~'~ '~!:!l v.,... rt"'''',...", '" 497.Qakway Rd Suite 340 Eugene, OR 97401 Ross H, & Kathryn Ann' Pem.allegon "cj~'d'S"43r(CScmon.u on..m.. __________n_n______n_n__u____n_____n__n_______ uSJn:.~pgf;i.~J.Q".QB.. ~7A7~...um..mmm . D'.n'...-.II_....of/l"",u. - ~~~~~~~~~~~~~~~t~~~=~~~~~==~-~g~~----- ..,'iP!:::[nJ;,U",lL.oB .. .97.478.... Cl,."I.'.~ "n"'~ .nof /1,,/1,... ( , '> lO 1\' ^l!~, ,,,,..>'dln~. ,.1..," I..lu....'. /I..d...~. Zlrl: nB9_~~__tI_._~~_~.~~. At:ln__ P.~!.1h?J~_~g~Pn__ m~!..Q..~.A3!::Q..St...... ..... m..... mm...m ...springfield,.OR.. .97478. SI'^CE nF~l'nV"U STATE UF OItEUUN. COllllty of __________.n_ I cerliry IIml Ihe wilhin ill~lIllrncn\ wn~ recclved rnr rccord Illl Ihc nn__ d:1Y- uf ____-C__n_______n___n___n__, n_.nl ___________ o'clock. __n_.fl.l..:nlf! rct:tll{lctl;n hUlIklrccl/vululllc Nil. u. 011 p:1J!C :Illtl/Ilf n~ rcc/Hle/iI..~lfn. \" Division of Chief Deputy Clerk L~ne CDunty Oeeds and RecDrds l~~~.~~Jm Un'" .."....,.d "lh.noIOf, ~.n".n I.. ~\.I.mml. IOJ IrI.m~, ^dd..... llpi' n.1!9.~~..!l.'...&.);?th=.1\nr1.!'<!!1h?n.~gq9._... no~~.Q,,'..43xd. .S.t.. mm ._.. m_.no .............. ...springfield._.OR.. 9L4]8. nmnom -On. n .,."}n. . nmn.......nn... 1111111111111111111111111111111111111111111111111 $26,00 00600704.2_00534520010011 07113/2004 08:50:08 M RPR-DEED Cnl=l Sln=6 CASHIER D7 $~.DD $11.00 $10.DO BARGAIrt AND SALE DEED KNUW ^LLIIYTIIESI~ "I{ESENTS IIml __~Q.~?._!!:n~~~~__€In~L~~X!'J:_Nlli_J!~~~:-__ nno .~.~!oLEX;()N..fo.1~TIIer.lY..l<!!9~n"S..~A!l.~!Ic~,!Ic.!Ic,E;,..~~!:W!I......n....m..........m.. ... .........m.....' herein3Het clllled gtllnlm, fur the Cl1nSillerlllion heleirmflcr ~Inltll, tllJe.~ heTchy tnlll, b:1fgllill, ~dl :\Ild Cllllvry mrln J~Q~_~~J!~.._nn_ _p~~_ti__~~S!_~~~_A~!'LP..~~g~_t__"!fin~_~!!.<!~It~___!Y__th~n~!lt~r~!:Y_______..__ .___..___~____________, hercill:1fler calleu ~rrl11lt:c. nmllllllo IZtn"ICe'~ heil~. SIICCC~.~nt~ AIIlI nssi~n~, Allllr Ihnl ccrlnin rrnl f1H'l'rtly. wilh ,hc l("nel1lelll~. hrl{"ll- ihTmenl~ IInd "Pflllllellllllcc~ IlterclIll\n heltlllgillg or in nil)' wn)' npI'eltnining. silunlct! in _n___n_~~~n_n_ __ .._ .:__.. _.. C,,"nly, Slllle of U1Cg1J11, de$cribc(!II~ fullmvs, In-wit: A parcd of1nnd lying in the Soulh 225 feel ora tract orland conveyed to Shennan .\. &. Elizabeth A. Runcncutter, hu~bllrid and wife. by that certain deed ie:corded on 21 June 1952_ on Ree\.20 "D'-, Reception !'-Ie. 78801. Lane County Oregon Deeds and Record~: ~id parcel being more Pilnicularly deseribe:d a~ follo,,",s: Beginning al the NortbwcSl comer ofth~ D3\'id Anhur D.L.e. No 47 in Section:; orTuwnship I~ South. Range.2 \Ve~l of the V.....illamette Meridian; thenc~ followiog the v..:eslline of said D.L.e.. No. 47 South 00' 03' 00- \I':c:;t 1826~i6 feet: theme!: 1e3\-int! the WC~lline of said D.L.e. No, 47 S\luth 89' OS- 48" Eas0(l~fci}eet to a point on the Westerly right Clf~'ay line 01" 43'd Street; theoce following said V,:e$lerly right'ot~ line South 00' 03' 00" West 75.00 feel to the Ime point of beginning; lhence South OO~ 03' 00" \\:em. 125.00 fee:t: thence lea\'ing said We~terly righl of way line North S9~ 08' 48" West 120_00 feet thence North 000 OT 00" Ea~t 225.00 fee:t; theoce South R9c Of)' 4W: E.a.~t 120.00 [eetLO the true point of beginning, all within Lane County, Oregon. ll~ Sl"IICO: Il'ISU1TICIENt, CONTINUE OESCnlPflON OM f1!'VEnSEf 1'ollave Tllllllo IInttllhe J::nme I1nlo,gtfllltee rllld grRfflcc'.~ JH.~jn, ~lIcces~Of~ Alld ils~ign~ fmeve/, . 111e lrue Rnd ndultl com:idetllliun rnid for lhis lunder, ~l:I.led in len1l5 or dollars, is S_<:~:r:~~E~__'Y!:~_t::l!lg ID f1owcvrr, Ihe aclultl con~iclcrnlioll con~i.~l,~ of or indudcs-olhet pUlperly or VAlue given or T"ollli.~etl which is 0 pnrl of Ihe [J lite wholc (indicate which) considernlioll.(!J flhr ~enlmcc ht'j"'l'-en the ~ymhnb lJI, If nnll1r""I["IIhle. ~hl'"ld Ill'. r1delfrl. See ORE 91lJJl1.) In eOIlJ::lruing litis Ilecd, wherc lite conlext so retJ\lire~. lhe l'Oinglllm indtltle~ the pluml, And nil grallunnlicnl chnl1gc~ sll:1l1 he mAde so IhA! Ihi.': dceu l'hnllllJ1pl}' e1luIIlIy 10 cnrporRliun~ And 10 intIividllak . . IN WITNESS WIIEHllOF.lhe grantor h!l~ execuled (hi~ Inshumenllhis ___2.~!:_ uny of ___-!~~X~m____nm.' 20~__: if glAntor i~ II cOIroralioTl, il hll~ c:m~etl il~ 11Ame It I he ~igned Tlnd its !,:;~llJ' 'y, nfrillel! It An orncet or {JllH~r I'Cf~(1n dilly :lnlhl1li7ct! 10 lIo so by order of il~ buald of t!ilectOls , '""" lJUS INSmUMENT WilL NOT /llLOW USE OF HIE rnormTY oE'sr,nmm If I ..., -R' ~nh~11~g,,",_n------- - llllS INSTIlUMENf IN VIOLATlUN OF flrrllt::I\IILE ll\NO USE LAWS ^NU nF.r.!J SS. n:: 0. ,t:; ;uu tMfOIlS. BHOnE SIGNING un ^t::CEPIfNG HilS lNSrnUMENT HIE rmSllN . . ^COUlfllNG rEE TITLE TO TIlE I'norEnTY Sl\UlIUJ CHECK Willi lIlE I\rrno. K thryrr'Anrr-B:t~rm~~e'nh~l!;1----n---n---nn Pnl^lE en'f on COUNfYrLAfINING UErl\n1MHlT TOVEmry I\rrnOVEO USES ,,0: <::.i..l:JGI 'r Lo. ~ n MlO 10 D'lEnM"" ^N' LIMITS O1"^WSUITS ^G^'NSmnMING on FUnES[ ~ f1 n., ;(....AcI:::aJ PMCTlCESASOEflNEOfN0J1S3U.9JO. . T.<>~o ll"l'-l.(.cr1...v1..-L)~- ---C - --- STATE or URUGUN, Cmlllly of ______~?.~~____nn_m_n_____m) s~.Jcl 9' . 20Ql., llli~ inslTlllllenl was Ack"owktl~ttl befmc me (Ill n_nnn_~__n_____X_________n~____'. -----, . hy _~~~~__~..:__~_~!1h~_~t~~q~__?n~L~~J}D.:!l__AQ~__!!.tgm.ml}:__:pguh<J.JJ~gQtt _______ ________. This ill~trlllllen[ wn~ Rck.nowlcdgetl beflltc me UI1 ___n_____________________ by ______________________~_~_____________n_________________________n_____________.____ - --------------- n~ ____n____________________n__________n~_ nn_n_nn______n___________________ OFA ,.sEJ.l.--~------- ___n______n_____~_____________n___ _____n_____________ --------- _ C=N~;R~~~~OOI N~;;;;~~~-~.~"mnm ---. MYCOMM$~O ~, = ' , , Apnl 26, 2008 My commISSion expires ________________________________ I.t;~h. .Y.I!:- III}' .11)'. t%-02.~-24, TL....Ic'2..<::>\/vUi7-- PRE.SUBMITTAl REC'D MAR 1 7 2009 V' / I / ( ~ 4 2534 1- 9 9 \0-6"2. -c:s - Z-\ '1G-t!;..e10;> 99~02 92 05 ExHIBIT "A" Beginning at a P9int in the center of County Road No. 287, said point bein:g ;on the \.,Tes,: line of the David Artf\I.Jr Donation Land Claim No. 47 in Township 1.7 South, Range 2 West of the willamette Meridian, 1827.J. feet, South 00 031 West of the Northwest corner thereof; "from said beginning poin~ run South 890 101 East 437.12 feet to the center of a road running North aDd South, thence South 00 OJ' West along the center of'said road 300.00 feet; thence North 89010'1 West 437.12 feet to the center 'o'f said County Ro'adi then~e North 00 -03:1 Ea"st along the center of said road 300.00 feet to the place of beginning, in L~ne County, Orego~. EXCEPTING the East 150.0 feet thereof".". --__', r' .' ~ ',r: it !._~ ',~':i~'.ff: . ,. ,- ,-- .ji:?t.at'e."ofOi.eg?;~:~,1.,7':;~ -; _'I ~,~;Hm t<:\"',~ .:,.,~: :.J:~o,unty,oH.A.n_~,,~ S5~:!ii '11: :;L~-1i!~q~rl)~'J;':' ~ ;'!, '1I1e',Couniy qer~: iha0d'fqr the:s~id ~:'l;V. ,~~~ ,~, ,.] ~. COl,lnty..d<?:he're~y;certily lh~llhe U;'Hhiri!~; . ,.lnstrumeni.::,:,as,:retc~ived f9T ~ecord Al i: -HTli Idil >1;1>.1, I",;: .' ,:,. ,:;"'! ~~~lf''! :".';..' '-. :f~\,i.:;::<;:. ,'. "t ;;.:..;~ ;,~. I.. ';\If,{ .. ,1r, , [. I" ':r):f :: f' ., 1 A/110:21 -R(!el . 'une COlln\y'O,FFIClAL,Records ..~he:Cou'rll',i Cierk :, Ji:e> . . . PRE.SUBMITrAl REeD MAR 1 7 7.009, By: JJi.;P--! ;i.Jf.J1, County ~Ierk " ,,~. '~', J"" . A.: ?",,~,;~,!~,~;;'~;;:~t:~~:" , r .~ . ._.... J.:_.:,..,.;J.:t ,\ -'1" 'ih~! .J}: ;t'~4,.;. .'- . ~.1 , _.:~:. ~"~'. .. '" '-':'~-~-":Tf.i f~~~'~" t,: ,~ ,- ,.~, ' , . ~. ' ....'''....' , ~ ..t ~ . id -.- '>F~~i! ll,,'f'" "';"',1 t, '. (,:", ,;:, . ~ '.' .t'l')i1j "'1"'" iL~~ ,.t..lC,' "'i!,',-',';"'f ;~;~:::~G; ,';}:l!'d ''''V~~]' J!!t~ l"" , F1 ':..fjj.' ~0J l~\ ~i ~!II'~i ~ !:l" 9. [f,iYl ~~ I,..'J f .'.~..i)').l. :!~ 'Ill "!\ij .,:~J ~ ~ " ':$'~' , ,::,~t.l~~ , ":'ill "'$,1:,.,1 : Y!!l';;Y. -~ l~~,,~ ""'l,.,,. ;: "'~~l ".1if~ _,i '1tiiiQ~ ifl!~1 . 'e, :<1::':;"'; " ,.:~ ii:,;~ ~If~~i :i~{:lm 1!.}1#1 "1~'1~ ~ ..:1ti~d ; ':f,O::f.-,f2~ .!~J::JilR,~ iif"~ ~,'~~~j ,r1<~J;U ;'~~:j! ...~-, .~.,1(.1l .:;'~~1 ~ !: .. . -J,-t" WARRANTY DEED - STATUTORY FORM TED A. CRANE and JEANNINE E. CRANE, Grantor, 10. 10 II. conv@ys and warrants to STE~ JACKSON, Grantee, the following described real property, free of encumbrances except as specifically set forth herein, to wit: SEE EXHIBIT A WHICH IS MADE A PART HEREOF BY THIS RBFERENCE Tax Account No(s): 0562957 Map/Tax Lot No(s): 18 02 05 21 08700 This property is free from encumbrances, BXCEPT: All those items of record, if any, as of the date of this deed, including any real property taxes due, but not yet payable. The true consideration for this conveyance is $200,000.00 . BEFORE SIGNING OR ACCEPTING THIS INSTRUMENT, THE PERSON TRANSFERRING FBB TITLE SHOULD INQUIRE ABOUT THE PERSON'S RIGHTS, IF ANY, UNDER ORS 197.352. THIS INSTRUMENT DOES NOT ALLOW USE OF THE PkOPERTY DESCRIBED IN THIS INSTRUMENT IN VIOLATION OF APPLICABLE LAND USE LAWS AND REGULATIONS. BBFORE SIGNING OR ACCEPTING THIS INSTRUMENT, THE PERSON ACQUIRING FEE TITLE TO THE PROPERTY SHOULD CHBCK WITH THE APPROPRIATE CITY OR COUNTY PLANNING DEPARTMENT TO VERIFY APPROVED USES, TO DETERMINE ANY LIMITS ON LAWSUITS AGAINST FARMING OR FOREST PRACTICES AS DEFINED IN OR~ 30.930 AND TO INQUIRE ABOUT THE RIGHTS OF NEIGHBOR~NG PROPERTY OWNERS, IF ANY UNDER ORS 197.352. Dated this ~ day of November, 2006. Tgn;f~4 t: ~0j1j'll\J t CAfliY'J- J~Ilm E. CRANE STATE OF OREGON, COUNTY OF LANE ) Ss. instrument was acknowledged before me on November.3 , and JEANNINE E. CRANE. 2006 by TED A. Zg-D7 _ OFFICIAL SEAL E BRENDA SORRIC :~. --./ NOTARY PUBLIC. OREGON "-. ./ COMMISSION NO 364127 MY COMMISSlDN EXPIRES FEBRUARY 28 2007 My commission expires After recording return to: WESTERN TITLE & ESCROW COMPANY OF LANE COUNTY 497 OAKWAY ROAD, SUITE 340 EUGENE, OR 97401 Until a change is requested all tax statements shall be sent to the following address: STEVE JACKSON 3099 KENTWOOD BUGENE, OR 97401 TITLE NO. ESCROW NO. Division of eni.' Deputy Cierk Lan_ County De.ds and Records ~~~D.ijI91~~ 50-0382906 50-0382906 1111111111111111111111111111111111111111111111111 $31.00 00857872200600797880020025 11/0312006 02:22:07 PM RPR-DEED Cnt:l Stn:6 CRSHIER D7 510.DO 511.00 510.00 , PRt .SUBMllTAl REC'D MAR 1 7 2009 ,~ .XHIBIT "A" . "","t- Beginning at a point in the center of County Road No. 287, said point being on the West line of the David Arthur Donation Land Claim No. 47 in Township 27 South, Range 2 West of the wil1amette Meridian, 1827.2 feet South OD 03' West of the Northwest corner thereof; from said beginning point run South 890 10' East 437.12 feet to the center of a road running North and South; thence South 0003' West along the center of said road 300.00 feet; thence North 89D 10' West 437.12 feet to the center of said county road; thence North 00 03' Bast along the center of said road 300.00 feet to the place of beginning, in Lane county, Oregon. EXCEPTING the East 150.0 feet thereof. EXCEPT that portion conveyed in deed recorded April 7, 2005 Document No. 2005-024322, Lane County Records. PRE-SU MiTrAL REC'O Mt R 1 7 2009 OWNER'S POLICY O~ITLE INSURANCE . Issued by Lawyers Title Insurance Corporation POLICY NUMBER a"'i. l;i , t3?d"~d.:i;av;~d{a Lawyeffi Ti!ie InSJ.JfarJce Corpo~atJon is a me.r7lber of tho LfmdAmetir::a family of litle insura..:ce underwriters. A75-Z072338 lawyers Title SUBJECT TO THE EXCLUSIONS FROM COVERAGE, THE EXCEPTIONS FROM COVEFlAGE C::JNTAINED IN SCHEDULE B AND THo CONDITIONS AND STIPULATIONS, LAWYERS 71TLE INSURANCE C.ORPORATION, a Vir.;Jinia corporat:i::ln, herein call~ the COrlpany, insures, as of Date of Policy sho'Ml in Schedule A. against loss or damage. not exceeding ~he Amount of Insurance s:a7ed in Schedule A, sust2ined or incurred by t:'e insured by reason or; 1. Tille to the estate or interest described in Schedule A being vested other than as stated therein; 2. Any defect in or lien or encumbran:::e on the title; 3. Unmarketabilily of the title; 4_ Lack of a righl of access t:l and from the land. The Compan~' will also pay be costs, a;torneys' fees a!ld expenses incurre::J in defense of the title. as ins'Jred, but only to tile extent provided in the Con::Htions and Stipulations. IN WITNESS WHEREOF, LAWYERS TInE INSURANCE CORPORATION has caused its cOfpo~ate name and seal to be hereunlo affixec' b~' its duly authorized officers, the Policy to become valid when countersigned by an authorized o~cer or agent of the Company. LAWYERS TITLE INSURANCE CORPORATION Attest: .......-"',"- _----\\f,SUfl~;\.\.l\ :........'-.....--...,.1'("1'1 ::"~.... "',01. ... .. -'- \.".1", !~! \~t 11;::!SJ:'L,[ ):1 3-:. ull'Li~$ \~\ 1925 /~f t. ....... ........; ~'" .,~ ....-.. ..,. -.:' \\\~.:.~e.:.........- By: ~ -< &d'~ d.. Presfdent EXCLUSIONS FROM COVERAGE The following matters are expressly excluded from 1he coverage of this policy and the Company will not pay loss or damage, costs. attorneys' fees or expe-nses which arise by reason of; 1. {a) Any law, orcin21Oce or governmental regulation (including but not limited to building and zoning laws, ordinances, or regulations) restricting, regulati:1g. prohibiting or relating Ie (i) the occupancy, use, or enjoyment of the land: (ii) the cr,aracter, dimensions or location of any improvement now or hereafter erected on the larld; (iii) a separation in ownership or a chang-e in the dimensions or area of the land or any parcel of which the land is or was a part; or (iv) environmental protection, or the effect of any violation of these laws, o,"dinances.or governmental regulations, except t:J 1he extent that a notice of the enforcement thereof :lr a notice of a defect, lien or encumbrance resulting from a violabon or alleged violation affecting the land has been recorded in th~ public records at Date of Policy. (b) Any governmental police power not excluded by (a) aboVe, except to the extent that a notice of the exercise thereof or a notice of a defect, lien or encumbrance resulting from a violation or alleged \'iolatior. affecting the 13nd has been recor::Jed in the public records at Date of Policy_ . 2. Rights of eminent domain unless notice of the exercise thereof has been recorded in the public records at Date of Poficy. but not excluding from coverage any taking which has occurred prior t:> Date of Policy which would be binding on the rights of a purchaser for value withOlr. knowledge. 3. Defects, liens, encumbrances, adverse claims or other matters; (a) created, suffered, assumed ~r agreed to by the insured claimant: (b} not known tc the Company, not recorded in :he public records at Date of Policy, but known to the insured :laimant anc nol dis:::losec in wrIting to the Company by the insurec' claimant prior to the date the insured claimant became an insured under this policy: (c) resulting ir. no loss or damage to the insured claimant; (d) attaching or created subseq uentto Date of Policy; or (e) resulting in loss or damage which would not have been sustained if the insured claimant had paid va:ue fo.. the ~state Ci interest insurec' by this policy. 4. Any claim, which arises out of the transaction vesting in the Insured the estate or interest insured by this policy, by reason or the operation of fede;al bankr:Jpl:::y, s1ate insolvency, or similar creditors' rigl1ts Jaws, that is based on: (a) the transaction creating the eslate or interest insured by this policy being deemed a fraudulent con....eyance or fraudulent transfer: or (b) the transaction creatin;;j Ihe es~ate or interest insured :JY this poliC)' being oeemed a preferential transfer except whe,e the prerer~mtial transfer resulls from th~ failure: (i} to timely record the instrument of transfer; or (iij of su:h recardatbn to impar1 notice to a purchaser fer value or a judgment or lien cre::Jitor. PRE.SUBMIITAL REC'O NM1PA,Q ALTA Owner's Policy (10117!92) Form 1190-j4Z ORIGINAL Valid Only If s4~6leiA ~n[~OOe Attache:! G'd GL9S-LB9( ~ VS) 'OUI '6u!qwnld o~oer dGG:GO La GO Inr ..J>;; I,f! ..{ "'1' ~r ~~J: J l.f ~1 ,. l a .] OtrOct I ::lllsnd ) - - di;,., e.E..Q ~ - -4- \:): () ,:;p "":.;- C) ,J / ^< M.I=o~='s ,O";;r- '~Il '. - ~ ,~, -- =-:;- ~9~ If' Co> ~Cj- C'iJ I ~ ~~ ~ I> ,.. '" Ar." g;.... ..~ '- ~ out;: ~ <Cd N 0 ~I.{)Vla.: ::l If) _ O)~~ 0'" .00'0'9 !'lr- ]~oo.80~aN . .', r' . . .....', ~~;~ ~~\-.,~O=O;,j-7 a. a'~ 1'i, j - 'lO ,I -'J) I> ~( ,I "':., ~i) i.,,! "<:<:1 ~O// ....\Jf:~ ~:_ ~t "7" --- ~& . I ' l~ o '~I~ il~ 't- ~ It) ~ (Ji 'tl " .... i'\'il.! :-1" . ;;; 0 f3~ <n 0<( 'j-:' g5i ~~ i ~~ (l~ ~~ o 0 O;~ L___B~~~_~~j____~~~~___~~~___~~~~____~I_ __; - - . - -, - -' d I~ I~ o o 'il fa: , - r- , , 'g o o m to m o o o Q) '" " ..--- , , - j~ J~ T........ ill /'~~g~ ($' " <U -'" -J ~~ C) d! :.'! ~ c] Ii ~I~ II ~I.~ - "<I~ (?~~=~'"}l--<~:;. ~. ,," I "'.,"~- ~:'::::~~:::::'::=J ~""I {~~E:'..9 I :',.,- ~,.- ,.s;? !'! o n ~ L()~ ' , o ~ L()'<t~ to--t: o ,OO';'cl I ,O'b'il 7'1 '" WW ....'" ",'" ,,0 _u XI ~~~ /'-- ",::, 'J'" ~. . c; 11;" . cr- t ~~ I 0 .::~::.::;:<;~:....,:~~::. ~, I. " ~~~, - /~[ I " 1 Ifl-un08 ~-'1 ~ ",~! ~!~~" "'" C~:-e-:;::: :=:: "1.-~; ~ 0- m>-~!;; :CO(/) ~mw_ I-z- ~ o:~ g~<cj:!: ~~w~ <C ol-(f)w I lllOI-:r: 8 a::z ...In::~...J ~<cttJ;!:o>->-w()~ O.Jo:s()ZZ IX >-O::t- w<(<(zu ll::':::JtI)uiaJa...o::~rn OOO...Jo:;O...JW lL>-I-Wt-OLL~:::~ ~C}w~Ou~1L....I~ }-~o<(w~::ioJ:o :5~ifiO-Gjj:!:iiizz:;: O-OO:O:::J -<(Offiz ~::ni~~~ti::i~O)l;;::S rzwl-CI)UJo ~u.. I--OCO_ocz ,.,0 PRE.f UBMITTAL REC'O AAR 1 7 2009 9d GL99-L89(,vg) 'OUI 'Bulqwnld O~O"r dSG:GO LO GO Inr . . SCHEDULE A Policy No.: A 75-2072338 Amount of Insnranc.e: $200,000.00 Order No.: 50-0382906 Dale of Policy: Novemher 3. 2006 at 2 :22 p.m. Fcc: $700_00 1. Name of Insured: STEVE J ACKSOK 2. The estate or interest in the land described in this Schcdnle is: fee simple 3. The estate or interest referred to herein is at Date of Policy vested in: STEVE JACKSON 4. The land referred to in this policy is described as follows: Beginning at a point in tlIe center of County Road No_ 287, said point being all the West line oftlte David ArUmr Donalion Land Claim No. 47 in To,mship J 7 South, Range 2 West o[ the Willamelle Meridian, 1827_1 [eet South 00 03' WeS! o[ the Nortl"vesl comer thereof; from said beginning point run Soulll 890 ] 0' East 437.12 [cet to the center of a road mnning Nortll and Soull.: thence SOUlll 00 03' Wesl along the center of said road 300_00 feel; thellee Nonh 89' 10' West 437.12 Icet to the center of said county road; tllenee Nonh 0' 03' East along the center of said Toad 300.00 feet 10 tJ1C place ofb:::ginning, in Lane County, Oregon. EXCEPTING Ille EnS! ISO,O fecllhereo[ EXCEPT llmt portion conveyed ;n deed recorded April 7, 2005 Document No. 200S-024322. Lane County Records. PRE.SUBMlllAl REC'O MAR 1 7 2009 .01' Owner's Policy SO-0__,82906 j;,d ZL99-L89( ~P9) 'OUI '6ulQwnld O~OBr dSZ:ZO La ZO Inr . . SCHEDULE B This policy does not insure against loss or damage (and the Company ...'ill not pay costs, attorney's fees or expenses) which arise b" reason of: 1. . Taxes or assessments ,,'hich arc Dot shown as existing liens by the records of any taxing aulhority dial ie\ 'ic$ taxes or assessments on rcar prop~r(y or by the public record; proceedings by a public agency "vhich may rcsull in taxes or assessments. or notice of such proceedings.. whether or not sho""vn by tlle records of such agency or by the public records. 2, Any facts, rights, interests or claims which arc not shown by the public records but which could be asccrlained by an inspection of said land or by making inquiry of persons in possession thereof. 3. Easements, or claims of casement, not sho'i\'ll by the public records, resen'ations or exceptions in patents or in acts authorizing the issuance thereof, "vater rights, claims or title 10 ".'alel. 4. Discrepancies, conniels in boundar)' Jincs, shortage in arca, encroachments or any other facts which a correct survey would disclosc. 5, Any Hell or right ta a lien., far services, labor or material heretofore or hereafter furnished, imposed by law and not shown by the public records, G, The rights of the public in and to that portion of the herein described property lying within the limits of roads and highways, 7. Tnlst Deed to secure an indebtedness in the amOlmt shown below. and any other obligations secured thereby: Amount: Daled: Recorded: Document No.: Grantor Trustee: BcneJiciary: $1 GO,OOO.OO November 2, 200G November 3, 200G 2006-079789, OH'icial Records Steve Jackson Western Title Mortgage Electronic Registration Systems, Inc. soleI)' as nominee fOT Homecomings Financial, LLC (F/K/A Homecomings Financial Nctwork, Inc,) !OOOG2G04712243783 MlN: PRE-5UBMITrAL REC'O MAR 1 7 2009 OWller's PoliC)" 2 30-{J38290G g'd GL99-L89( ~ VS) 'QUI '5u!qwnld o~Qer d8G:GO LO GO Inr . CONDITIONS AND STIPULATIONS . 1, DEFINITION OF TERMS. The following t~rms when llsed in this policy mean: (a) "insured"; the i:"lsured namQd in Schedule A, and, subje:::t to any rights or defenses the Company would have had against the named insured, tl10se who succeed to the interest of fhe named insured by operation of law as distinguished from plJrchas-e including, but not limrted to, heirs, distributees., devise9$, survivor5. personal representatives. neXt of kin, or c::Jrporate or fiduciary SUccessors. (b) "insur~d claimant.: an insured claiming bss or damage. (e) "knowledge" or "knO\\'Tl"; actual knowledge. not cDnstructive kno.....nedge or notice which ll1ay be imputed to an insured by ,easen ~f the public mcords as defined in this policy or any o~!1er re::ords which impart constructive notice of maHcrs affecting the land. (d) "I;)nd~: the land described or ref~rred to in Schedule A. and improvemc:1ts affixed fhereto which by law constitute real property. The ferm "Iand~ does not include any property beyond the lines of the area described Dr referred to in Schedule A, nor any righ~, title, interest, estate or easement in abutting streets, mads, avenues, alleys. lanes, ways Of waterNaYS, but nothing herein shall modify or I:mit the extent 10 which a right of access to and from the land is insured by this policy. {e} "mortgage'" mortg.<lge, deed of trust, trust deed, or other security instrument. {f) "public records": records established under state statutes at Date of Policy for the ~urpase of imparting constructive notice of matters relating to real property to purchasers 1m value and without knO\Yle-dge. With respect to Section 1 (a)(lv) of tho<! Exclusions From Coverage, "pubij::; roc ores" shall alse iilClude environmental prOlection liens filed in the records of the clerk of the United Slates distriGt =curt for the district in which the land is located. (g) "unmarketability 01 the till eft: an all~ged or apparent matter affecting the Ute to the land, hot excluded or excepted from cDverage, whjch would entitle a pUrchaser of the estate or interest describe:::! in Schedule A to be released from the obJi~ation 10 purchaso by virtue of a contractual condition requiring the delivery of marke1able title:. 2. COIVllNUATION OF INSURANCE AFTeR CONVEYANCE OF TJTLE, The coverage ~f this pallc)' shall continue in force as of Date of Policy in fe.l'Jor of an insured only so long :as the insured retains an estate or interest in the land. or holds an indebtedlless secured by a purchase money mortgage given by a purchaser from the insured. Qr only so long as the insured shall have liab:lfty by fe<.J$On of covenants of warranty made by the insured in any transfer or conveyance of the estate or interest. This pOlicy shall nol continue in fcrce in favor of any purchaser from the insured of ei1h~r {j} an estate or interest in the land, or (ii) an indebtedness s.ecured by a purchase mon~y mortgage given to th~ insu/l.~d 3. NOTICe OF CLAIM TO BE GrvEN BY ENSURED CLAIMANT. The insured shall notify the Company plOmptly in writing (I) in case of any liti;Jation as sel forth in Sedon 4(a) below, (ii) in case knowladge shal! como t<l an insured hcreundel of any claim of title or interest which is .adverse to the title 10 the estate CI interest. as insured, and which might causa loss or camag~ for Which the Company may be liable '::Jy virtue of this policy, or (iii) ir title 10 the es.tate or interest. as insured, is rejected as unmarkdable. If prompt notice shall not be given t(:: the- COmpany, then, as lo the insured all liability of the Company shall lerminate \/'lith regard to Ihe matter or matters fer \ovhich prompt no',:ice is required: provided, however, that failure to> notify the Company shall in no case prejudice the rights of any insured under this policy unless lhe Company shall be prejudiced b, the failure and then only to the extent of the pr~ju:jice. 4. DEFENSE AND PROSeCUTION OF ACTIONS; Dl1TY OF INSURED CLAIMANT TO COOPERATE. {a) Upon Written request by the insured and subject ;:0 the options co;...lairwd in Scclior. 6 of these ::::ondition~ and StipuJalior.s. the Company. at its ovm cost and without unreasonable delay, shall provide for the cefense of afl insured in litigation in which any third party asserts a claim adverse to the title ::n intorest as insurcj, but only as to those stated c~uscs 01 action a1Jeging a dofect, lien 0' encumbrance or other matter insured against by this policy. The Company shall nave 1he right to selec: counsel of its choice (subject to the right of the insur~d to object for reasonable cause) to represent the insured as to tl10sc slated causes of action and shall not be liable for and will n01 pay the fees of any other counsel. The Company will not pay any f.ees. costs or expenses incurred by th-e insurC:d in the oef'!'nse of those caus!:!:s of a~ion which allege matters not insured by thi'5 policy (b) The Company shat: have the right, at its 0.....'0 cost, to institute and prosecute any action or proceeding or to do any other act whi.:h In its opinion may be ne,;ossary or desirable to establish the t!tle to the es~e or interest, as insured, 01 to ,:m~....enl or reduce loss or damage to the insured. The Company may ta~C! any appropriate action Gndor the terms of th:s policy, whether or not it shall be liable hG"reunder, and shall no! thereby concede liability or waive any provision of this policy. If the Comp-any shall exercjse its rights under this paragraph, 11 shall do so diligently. (c) lIVhenever the Company shall hava brought an action or intorpos~d a de-ren:;e as required or pormitted by the provisions of this flolicy, the Compar,y m~y pursue any litigalion to fir,al d~termination by a court of competent jurisdicticn r"d ZL99-L89{W;) and expr~ssiy reserves the right, ir its sole discretion, tc appea; from any acverse judgment or ordel. (d) In aU cases V'lllere this policy permits or requires the Company tc prosecute or provido for the defens!:!: of a,ny action or proceeding, the insured shall secure to the Company the rig/lt to so prosecute or provide d~fense in the action or proc~eding. and aU appeals therein, and permit the Comparljl to LIse, at its option, the' r,ame of the insured br this purpose. Whene'Jcr roquested by the Company, tt',e ir:sured, OIl the Company's 0xpense, shall give the Company all reasonable aid (i) in a.ny action or proceeding, s.ccuring evidence, obtaining witnesses, prosecuting :lr defending the action or proceeding, or effecting settlement. and (ii) in any other la'llfur act which in the opinion of the Company may be necessary or desirable to establish the title to the estate or i.'1terest as insured. If the Company is prejudiced by the failure of ,the insured to furnish the required coo,oeration, the Company's Obligations t::. the insured under the policy shall terminate, incJudihg any liability or obligation to defend, prosecu~e, or continue any litigation, with regard to the matter or matters requiring such cooperation. 5. PROOF OF L..OSS OR DAMAGE. In addi~ion to anct after the notices required under Section 3 of these Conditions and Slipulations naIJe been provided the Company, a proof of loss or damage signed and SWorn :0 by the insured daimant shan be furnished to the Company within 90 day~ .after the insllrQd claimant shall asc~r::ain the facts givinf: rise to the loss or damage. The proof of loss or damage shall describe the defect in, or lien or encumbrance on thc titls, or other mattE:!r insured against by this policy whicll constitutes the basts o~ loss or damage and shall state, 10 the extent pos.sible, the basis of calculaling the amount of the loss or damage. If t~~ Company is prejudiced by the failure of the insured claimant to provide the r~quired proof of loss or damage, t'le Company's obligations to the insured undm tho poiicy shall terminate, including any liability Qf obligation to defend, prosecute, or conti.'lue any litigation, with regard to the matter or matters requiring Such proof of 10$s or damage In addition, the insured dairr,ant may reasonabiy be required to submit to examination under oath by any a'..rt:horizcd represct1tahve of Ihe C:3mpal1Y and shall produce for examination, inspec:ion and copying, at such reas{lnable times and pla;;:cs as may be designated by any authoriz~d representative of !he Company, all records, books. iedgers, checks, correspondence- and memoranda, whether bearing a date before or after Date of Policy, which re-asonably pertain to the loss or damage. Further, if req;1esJed by any ailthorizQd representative of the Company, the insured claimant shall grant its permission, in writing, fa' any authorized representative of the Company to examine, inspect and copy all records, books, ledgers, checto;s, correspondence and memoranda in the custcx:ly or control of a third part;i, which reasonably pertain to the loss or damage. All i.'1forma1ion designated as confider.tial by the insured claimant pro~'id~d to thQ Company pursuant to this Section shall not be disclosed tc others unlcss, in the reasonabie judgment of the Company, it is necessary in the administration of the :::Iaim. Fa:lure of the insured claimant to submit ror examination lmder oath. produce ether reasonably reqll~sted information or grcnt permissicn to secure reasonably necessary information from third parties 2S required ir this paragra::lh shan 1e~mir.ate ar,y liabilit).' of the Company under this fJoricy 2S ,el tt-,at :Iaim. 6. OPTIONS TO PAY OR OTHERWIse SETTL..E CLAIMS; TERMINATION OF L1ABIUTY. In case Qr a claim under this porlcy, the Company shall have the following additional options: (a) To Payor TC'lder ?aymtnt of the Amount of Ir-.surance. To payor tender payment of the amount of insurance under this poli::y together with any :::osts, attorneys' fees and expenses irlcurred by the insured c1aimar,t, which wele authorized by the Company, up to the time of .?aym€nt .?f tonder of payment and which the ~ompany is obligated to pay. Upon the eX~n;;ise by 1he Company of thi~ option, all riability and obligations to the insured under this policy. other than 10 make the payment required, shaU terminate, including any liability or obligation to ::Iefend, pr:;Jsecule, or continue any litigation, and Ihe policy shall be surrendered 10 the Company for cancellation. fb} To Payor Otherwise Settle With Parties Other tha.~ the Insure.:: or With the Insu'la'd Claimant, (i) to payor cthL':lrwise setj~ with other parties for or in the name of an insured claimant any claim insur-ed against under this poli:::y, together with any costs, attorneys' fees and expenses incurred by the insured claimant which were authorized by the Company l:p to the time of payment aM which the Company is obligated to pay; or (il) to pay ar otherwise settle V'/rtn rhe insu;ed ::laimant th~ (oss :;Ir damage provided for under this policy, togethor with any costs, attorneys' lees ar,d expenses incurred by the insured daimant which were authorized bv It,e C{lmpany up to Ir.e time of :iayment an::l Which the Company is obiigated to pay. Upon the exercise by the Compa!1Y of ei&,er of the options proYioed for in paragraphs (b)(i) or (ii), the Company's obiigations to the insurec under this r::olicy for the :;Iaimed loss or damage, other than the payments. required tc be made, shaff terminate, including any liability or ')bligation to defend, prosecute or continue <:lilY litigation. PRE-5UBMITrAL REC'O MAR 1 7 2009 "OUI '6u!qwnld O~Ol"r "" dZZ:ZO LO ZO Inr . . CONDITIONS AND STIPULATIONS (Continued) 7. DETERMINATION, EXTENT OF LIABILITY AND COINSURANCE. This poky is a contract or indemnity against actual monetary loss or damage sustain8d or incurred by tha insured claimant who "nas. suffered loss or damage by reason of matters insured Ol:Jainst by this po[icy and only to Ihe extent herein ccscribed. (a) The liability of [hoe Company under this poli::y shall not exceed the least ct {i) the Amount of Insurance stated in Schedule A: or, (ii) the difference between the value of the insured estate or interest as tnsured and the value of the insured estate or interest subject to the defect. lien or encumbrance insured agail)st by Ihis policy. {b} In the event the Amount of Insurance stated in Schedule A at the Date of Policy is les.s than 80 percent of the value of the insured estate or interest or the full consideraticn paid for the land. whichever is less, or if subsequent t:l the Date of Policy an improvcnl::mt is erected on the land wt1ich increases tho value of the insu~ed es;:atc or interest by at least 20 percent ovt':r the Amount of Insurance statoo in Schedule A, then tl1is Policy is subject to the following: (0 where no subsequent improvement has been made. as to any partial ioss, the Coml==any shall only pay the loss pro rata in the proportion that the amount of insurance at Date of Policy bears to the total value of the insured estate or interest at Date of Policy; or (iiJ where a subsequent improvement has been made, as 10 any partial loss, the Company shall only pay the loss pro rata in the proportion that 120 percent of the Amount :Jf Insurance stated in Schedule A bears to the sum of the Amoun: of Insunmce stated in Schedule A and the amount expended for the improvement. The provisions of this paragraph shall not apply to costs. attorneys' fees and OKpet'lseS for which the Company is. liable under this policy, and sr,all only apply 10 that portion of any loss which eKceeds, in the aggregate. 10 percent of the Amount of Insurance stolcd in Schedule: A. ec) The Company will pay only those costs. attorneys' fees and eKpcnses incurred in accordance wittl Saction 4 of lhese ConditiO:1S and Stipu:ations. 8. APPORTIONMENT, If the land described in Schedule A consists of two or more parcels which arc n:n used as a single sile, and a loss is eslablished affecting one or mOlc of tho parcc.ls bu1 not all, the 1:Jss shall be computed and settlee on a pro rata basis as if tho a:novnt of insurance under this policy was divided pro rata as to the value on D<Jtc ::>f Policy of each separate parcel to tne whole, oxclusive of any improvements made subsequent to Date of Policy, unless a liability or value has otherwise been agroed upon as to each parcel by the Company and thE! insured a~ tho time of the issua.,ce of this policy and shown by an express statement or by an endors~ment attached ,0 this policy. 9. LIMITATION OF LIABILITY. {a) If the Company establishes the title. or removes the alleged defect fien or encumbrance. or cures the lack of a right of access to or from the land, or ~ures the claim of unmarketability of litie, all as insured, in a reasonably diligent manner by any .'TIethod. including litigation and the completion of any appeals therefrom. it shall ha'le ~uHy performed ils obrigati::)ns .....ith respeC\ to that mattcr and shdll no: be liable fo~ any loss or damage caused thereby. {b) In tho event of any litigation, including litigation by the Company or with the Company's consent, tho Company shan have no liability for loss. or damage until lhere has bC?cn a final determination by a court of competont jurisdietion and ciispcsition of all app~als thorefrom, advers.e to the title as insured. ' ~c) The C:::Jmpany shafJ not be liable for loss cr damage to any insured for li<.tbility ~':)Iunta~ily assumej by the insurec in settling any :;laJm or suit without the prior \vrlttcn consent of the Company.. 10. REDUCTION OF INSURANCE; REDUCTION OR TERMINATION OF L1ABIUTY. All payments under this policy, except payments made- for costs. attorneys' fees and e.lCpens.C!s, shall reduce the amou.'it of the insurance pro 1anlo. 11. LlABJLITY NONCUMULATNE. It is expressly understooci that the amount of insurance und~r this policy shall be redu:;:cd by any amount the Company may pay under any policy insuring a m::>rtgage to which exception is taken in Schedule B or to v..t!ich UUl insur~d has agreed,. assumed, or taken subject, or which is hereafter execuled by an insured and v.tllch :s a charge or lien on the cstaic or interest described or referred to in Schodule A, and the amount so paid shall be deemad a payment under this policy to the insurc:f O'M"',er. 12. PAYMENT OF LOSS. (a) No payment shall be made without produ~in9this policy for endorsement 01 the payment unless the ;1olicy has bQ<:ln lost or destroyed, in wl1ich case proof of loss 0/ destructlor. shall be furnished to the satisfaction of lhe Company. L'd GL99-L89( ~ V9) (b) VVher. liability and the extent of loss or damage has been definitely fixer:: ir. accordance with these Conditions and Stipulations, ':he loss or dam:Jge 'Shall :>e payable wi:~in 30 days thereafter. 13. SUBROGATION UPON PAYMeNT OR SETrLEMENT. (a) The Company's Right of Subrogation. . \Nhcnever the Company 'Shall have settled and paid a elain". under this poricy. all nght of SUbrogation shall vest in the Company unaffected by an)' act of th(1 insured claimant. The Company shall be SUbrogated to and be entitled to allligh:s and remedies which the insured claimant would have had asai,..,s1 any person or prop~rty in res~ect to' the ~aim had this policy not been issu<l!d. If rcquestd by the Company. the Insured claimant shall transfer to the Company all rights and remedies against any p.erson or property neces!'.ary in order to' perfect this right of subrogation. The insured claimant shall permit the Company to sue. compromise or settle in the name af the insured claimant 2Jld to use tho name of the insured claimant in any transaction or litigaticn involving these rights or remedies. If a payment an account of a claim does nat fuUy cover the loss at the insu'ed claimant, the Company shall be sut>rogated to' these rights and remedies in the proportion which the Company's payment boars to' (he 'whole amount af the loss. If less should result from any act of the insured claimant, as stated above, that aet shall n01 void this policy, but the Company, in thaI ev(!n~, shall::,c required to pay only that part of any losses insured against by this policy whic:. shall Elxcced the am.ount, If any, lost to the ::::6mpany by rcason of the impaimumt by th~ insured claImant of the Company's right of subrogation. (b) The Company's Rights Against Non~ured Obligors. The Company's right of subrogation against non-insured oblisors shall exist ane shal; include. without limitati<ln. the righ1s of the insured to indemni1ies, guaranties, other policies of insurance or bonds, rwtwilhstanding any terms or conditions contained in those instruments which provide for subrogation rights by reason of this policy. 14. ARBITRATION, Unless prohibited by applicable law. either the Company 01 the insured may demand arbitration pursuant to the Title Insurance Arbitration Rules of the American Arbi1ration Association. Arbitroble mallers may include, but are not limited to, any cont~overs.y or claim be~'VC?en the Company and the insured arising out of or relating to thIS polley, any service ef the Company in connection wilh its issuan:::e or the breach of a policy provision or olher obligalion. All arbitrable matters '.rvh~fl the Amount af insurance is 51.000,000 or less shall be arbitrated at the option of either the Campan).' or the il1sured. AU arbitrable matters wner.the Amount of Insurance is in excess of $1,O:lO,OOC shall be arbitrated only whcn agreod to by bolt-. the Company and tho insurad. Arbitration pursuant to' this policy and under the Rules in effoct on t~e date the demand for arbitration is made or, at th~ option of thE: inSUled. the ~ules m effect at Date of Policy shall be bindin!; upon the parties. The award may Include attorneys' fees only if the Jaws of the state in which the Ian::! is located parmit a court to award at:orneys' fees to a prevailing party. Jldgment upoo tto,e ilward rendered by the Arbi:~ator(s) may be entered in any ::01.Jr1 having jurisdiction lhe,eof. "'?"he law of the situs of the land shZ/1I apply to an arbitratbn under ~hc Title Insurance Arbitraticn Rules. A copy of the Rules may be obtained from the Company upon request. 15. LIABILITY LIMITED TO THIS POLICY; POUCY ENTtRE CONTRACT. (a) .This polic.y toge:her ~th all endorsements. if any, attached hereto by the C~mpany ~s tile entire poliCY at'ld contract between the insured and the Company. In mterpretmg any prcvision of this policy, this poticy shall be construed as a \mole. . (b). Any claim of less or damage. whether or not bas~d or, ncgli;jcnce, and which ans~s out of I.~e status of the title to the estate or interest covered hereby or by any achon assertmg such claim, shall be restricted 10 this policy. . ~c) No amendment of or endorsement to t'l.is policy can be made except by a wr~ng endorsed hereor. or a:tac::hed hereto signed by either tne- Presidel",t, a Vice PreSident, the Secrelary, ar: Assistanl Secretary. or \'alidating oticcr or autho;1z'!!d signatory of tho Coml=any. 16. SEVERABILITY. . In the evont any provision of the pOlicy is held invalid ar unenforceable under apph.c~bla law, the ~Iicy shall ~e dcc:::med not to include that provision and all other provlSlan'S shalf rcrr.aln in full10rce and effect. 17. NOTICES, WHERE SENT. All r.otices required to be given 1he Company an::! any statement in writing required to be furnished the CO:TIpany shall in::lude the number of this policy and shall be addressed to: Consumer Affairs Department, P.O. Box 27567 Richmond, Virginia 23261-7567. . PRE-SUBMIllAl REC'D MAR 1 7 2009 'OUI '6u!qwnld O~OBr d8G:W LO GO Inr :::> o >- ~ :z <( :t: I- 5E~ c~u >-,,-'" o~~ c ~ GO .2 ::s...c. 1:50,= 2~~ c ~ -,=-g-~ ~ ge:: - <I) tV a.:i .E~~~ ~~~i e E a..~ CLU)::n~ <D~oo:5 gcCIJ- ~.~ al..,Q ~ 10 CD .S U)'-::a ~~~.: i-= ~ 8. 5; ~-50 oo~ 8 ~ ~ a 8 E :; .~ ~~ ~8.o ;:::I'~ ~ B.f:~ ",>-"- ~..c ~ c :.c -Q i5- 1B:-g""2 ~i3~ ~ ~ w Q) U.- ,. '" -'= " o >- "'.. 00-'= OJ- C5e2 - 8~-~ <= -Q 12 o e- o u '" '" @ ~ e? <=-- - OJ dE~ ;":=L- '" ~ E '" " ;;~ OJ 0 ----'U 00 X> ,,-,=, (0 ...., "'00 r;-:;: ~oE ...--,'='" ",roo (lj Q; E 'c Q) co r-- "CloJ:::: "U (.0....._,;::: ~5:S~ C""-l -0- (1)- ~ ~ ~ 25 ~ ~E-a.-. Oo~~ a..:n::..$:s: E-58 .~ .2 c:: (1)""Cl' ~ en c:: f.? ~ <0.5 'en co is.Q ~ <ii- -8o~ .9 (5.2 au - <= "U5 dl C 8 ~ >- ..c ~ '-',,'" ~ c .2.s~ '" E " ~ " .~ ~ " ~ l:: g 0_ EB O'~ ~o ~E '-'~ ~ C U 0 c~ E 0 ~~ .- -='0 ~ ~ :;::;IDoui ~~ Qi ~~'i:: ~E~ ~ <<: {j .3.~ 5 Jg~ it;i- f~~ ~ :i~~ {~j CO ,.,....2-..J ~ ... 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Q) :;;i ~ ,,;; ro ""_"'~ -..I !31---.-" ... u E ci: ~ 5 it'~ c~~ ~~~ CON ~ g'~ E O'::n8 .~ G'> E ~ E --g--g <(<'J~E1 -g~-S ~ ~~e~ PRE.SUBMITTAl REC'O MAR 1 7 2009 N ~ ~ c. = on E " LL S-d GL99-LS9( ~ vc;) -QUI '6u!qwnld O~Qer . dvG:GO LO GO Inr 07/02,{2007 13:20 FAX 5414855624 POAGE ENGINEERING ~001 *************************** *** ACTIVITY REPORT *** *************************** ST, TIME CONNECTION TEL CONNECTION ID NO, MODE PGS, RESULT 06/28 08:59 6824466 1867 TRANSMIT 0 NG 00'00 0 #018 06/28 09: 14 6823947 1868 TRANSMIT ECM 2 OK 00'19 06/28 10:19 6868275 1869 TRANSMIT ECM 3 OK 00'55 06/28 11: 45 541 431 1891 8019 AUTO RX ECM 3 OK 00'30 06/28 11: 59 541 344 5894 8020 AUTO RX ECM 2 OK 00'38 06/29 05:47 5036542056 8021 AUTO RX ECM 2 OK 00'26 06/29 09:54 8022 AUTO RX ECM 2 OK 00'45 06/29 10:02 6825572 EUGENE PLAN/DEV 1870 TRANSMIT ECM 1 OK 00'19 06/29 10:09 3445894 1871 TRANSMIT ECM 1 OK 00'22 06/29 10:31 5413454779 UNIQUE PROPERTIE 8023 AUTO RX ECM 2 OK 00'30 06/29 14:01 6849358 8024 AUTO RX ECM 3 OK 00'34 06/29 14: 44 9351838 LCOG SDSD DSO 1872 TRANSMIT ECM 3 OK 00'38 06/29 14: 45 4853505 1873 TRANSMIT ECM 3 OK 00'41 07/02 08:09 8025 AUTO RX ECM 1 OK 00'21 07/02 09:08 6875927 1874 TRANSMIT ECM 6 OK 01'14 07/02 09:38 3346570 1875 TRANSMIT ECM 1 OK 00'29 07/02 10:28 503 224 9361 8026 AUTO RX ECM 2 OK 00'36 07/02 10:39 6864814 1876 TRANSMIT ECM 1 OK 00'14 07/02 12:29 5413430456 8027 AUTO RX G3 1 OK 01'20 07/02 13:16 541 687 5672 8028 AUTO RX ECM 8 OK 03'13 PRE-SUBMITTAL REC'D MAR 1 7 2009 - .. . . . .. ENG/NEER/NG&SURVEYING./NC. STORM DRAINAGE STUDY for the EAST CONGREGA nON OF JEHOVAH'S WITNESSES MARCH 16, 2009 PRE.SUBMITTAl REC'D MAR 1 7 2009 CIVIL / ENGINEERING . SURVEYING P.O. BOX 2527 EUGENE, OR 97402-0152 990 OBIE ST. 541/485-4505 FAX 541/485-5624 WWW.POAGE.NET .. . . OVERVIEW This storm drainage study is being prepared in accordance with the City of Springfield Engineering Design Standards and Procedures Manual (EDSPM). Because it is a non-residential development that is larger than I acre, the Drainage Study type required for this project, given the parameters specified in Section 4.03.2 of the EDSPM, is a Medium-Level Study. The hydrologic calculations shown on the following pages are based on the Santa Barbara Urban Hydrograph Method (SBUH) for calculating runoff generated from the 2, 5, 25, and 100 year storm events. Runoff from the proposed development is to be collected in a private pipe system and conveyed to the on-site retention/infiltration pond (Raingarden) as shown on the plans. All runoff from the site will be conveyed to the Raingarden which is sized to handle the design storms per the EDSPM without the need for infiltration or overflow as outlined in this study. The Raingarden will have an overflow catch basin to be installed as s.hown and connected to the public system in 42nd Street by extending the existing 18" storm pipe stubbed to the property from the manhole in the street. The proposed stormwater management system is sized using the SBUH considering no infiltration, ie runoff from the entire storm can be stored in the Raingarden. However, to make sure the drawdown time meets the standards of the EDSPM the system was also analyzed using infiltration. HYDROLOGIC CALCULATIONS The site contains about 75,900 square feet (st) which when "fully developed" will have approximately 55,900 sf of impervious areas and 20,000 sf of pervious areas. "Fully developed" assumes future paving of the 16,400 sf overflow parking area located in the southeast comer of the site as shown (shown now as gravel). The development proposed with this application includes construction ofa 4,900 sf building, and 34,600 sfofpaved impervious surfaces (pc concrete & asphaltic concrete), 16,400 sf of gravel, and 20,000 sf of landscaping and Raingarden. Storm water runoff generated from these areas was calculated as shown on the attached spreadsheets using the SBUH method for the purposes of detemlining retention storage needs for each design storm and are summarized below. The 2-year storm (3.3 inches in 24 hour storm) will generate a peak design flowrate from the site to the Raingarden of about 0.55 cfs and results in a storage need of 5,831 cubic feet (ct), without infiltration. The 5-year storm (3.8 inches in 24 hour storm) will generate a peak design flowrate from the site to the Raingarden of about 0.65 cfs and results in a storage need of6,851 cf. The 25-year storm (4.8 inches in 24 hour storm) will generate a peak design flowrate from the site to the Raingarden of about 0.84 cfs and results in a storage need of 8,909 cf. The 100-year storm was also evaluated to determine if the emergency overflow has sufficient capacity to pass the 100-year flow. The 1 OO-year storm (5.2 inches in 24 hour storm) will generate a peak design flowrate from the site to the Raingarden of about 0.92 cfs and results in a storage need of9,736 cf. In order to size the conveyance system, the rational method for a 5-year design storm was used. Haestaed Methods Flowmaster software was then used to show how the proposed system performs using the flows generated by the rational method for each area. The site is divided into four (4) basic areas, the building (5,856 sf, inc\. overhang) being one of them and then the paving divided into three (3) equal areas, 11,530 sf each. The collection system is divided into two with one pipe system collecting two paving areas, areas Al and A2, corresponding with flow rates QI and Q2 as shown in the attached calculations. The other pipe system collects the building and PRE-SUBMITTAL RECIO MAR 1 7 2009 ~. . . the other paved area, area A3 which corresponds with Q3 of the attached calculations. The 5- year flow rates are 0.50 cfs, 1.0 cfs, and 0.72 cfs for Q 1, Q2, and Q3 respectively. STORM MANAGEMENT SYSTEM ANALYSIS The Raingarden is approximately 62 feet by 107 feet (top to top) and will hold approximately 12,565 cubic feet (d) when full (2.25 ft depth). The lowest point of the top of grate (sloped grate) for the overflow catch basin is to be constructed about 1.75 feet from the bottom of the Raingarden and will result in a Raingarden storage of approximately 9,337 cf prior to overflow to the public system. This is more volume than the 25-year storm event will produce and thus the proposed Raingarden can handle flows from the site for up to and including the 25-year event without overflow. The 100-year event would overflow to the public system but only for the last 100 minutes of the storm where the design flowrate is only 0.07 cfs. The slope of the existing 18" public pipe stubbed to the property from 42nd Street is 0.12%, and has the capacity to handle such a small flowrate. At a slope of 0.12% (0.0012 ftlft) it would be able to pass a 0.07 cfs flow with less than 2 inches of water in the pipe (9% full). The conveyance system was sized as described above using the Rational Method and Haestaed Methods Flowmaster software. The pipe, PI, that is to convey flow from area A I, is a 6 inch pipe sloped at 0.70% (0.007 ftlft) and will be 74% full with a velocity of3.2 feet per second (tps) at the 5-year design flow, Ql equals 0.50 cfs. The pipe, P2, that is to convey flow from areas Al and A2 to the Raingarden, is a 10 inch pipe sloped at 0.50% (0.005 ft/ft) and will be 53% full with a velocity of 3.4 tps at the 5-year design flow, Q2 equals 1.0 cfs. The pipe, P3, that is to convey flow from area A3, is sloped at 1.0% (0.01 ftlft) and will be 50% full with a velocity of 4.1 tps at the 5-year design flow, Q3 equals 0.72 cfs. As such all three pipes meet standard engineering practices for storm water conveyance. The pipes also have more than 1.5 feet of cover as specified in the EDSPM. The roof drain system was sized on the plans to reflect building code standards, being 4 or 6 inch pipes sloped at 1.0% to drain the roof areas of the proposed building. The 4 inch pipe along the east side of the building will carry runoff from a total of 3,504 sf. The 4 inch pipe along the west side of the building will collect runoff from 2,352 sfofroofarea. Building code allows up to 3760 sfofroofarea for a 4 inch pipe at 1.0%. Where the two 4 inch pipes come together, the pipe becomes a 6 inch pipe which can handle up to 10,700 sf per the building code (@ 1.0%). CONCLUSIONS Based on the design criteria requirements of the EDSPM development of this property can be accommodated with the proposed improvements as discussed above. The proposed development complies with the stormwater criteria of the EDSPM in that all runoff generated from the site for up to and including the 25-year design storm is retained on-site and will be infiltrated into the ground. In the event of other extreme storm events, runoff could overflow to the street via the 18" public pipe. The public drainage system will not be adversely impacted by any improvements, proposed or future, for this property. The proposed stormwater management system will comply with all other applicable state and local regulations and can be more fully addressed at the time ofthe building permit application. PRE.SUBMITTAL REC'D MAR 1 7 2009 ./ ~, . STORM DRAINAGE PLAN .- PRE-SUBMllTAL REeD MAR 1 7 2009 .., . . o8~ i ~ ~ : '" .. ':l ~ ~ d~:~~~ - l";'~"'" '" \!!.;; ~ '" a: '" ~ gow~t;~~~% ~~;';"'~i~i~ ~0"~~8~iii - ~ :;;~ ~ i;\ Oil Oil ;: ! ! ! ~ ~ " ;:: ! Z ~BEffBB58 i % . GO 5 . ~! li H - " ~ ; ~ ! Be i ~ . ~W'~8~i3~ ~:!!~ ~ 'i l t;; '" Ii [..;,:.~*~~ ~&~ ~oz!:i!~ 5 ;!;O~~ IIB8~~i:~~~~ ~ > , ~ , ~' u " 00 ~13 f~ ~ I ~ l . . -" -- ~~ ~~ i i ~ _ ;t. ! I j I I U ~~ I :;:; 'C) :::: '.1 (I'ti .:-: 1', 0 El~e5QQ~i , e. . 0 . . ~ I ; " < . 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SOILS PRE.SUBMITTAL REC'D MAR 1 72009 ... 350 Soil name and map symbol 28C, 28E-----~--- Chehulpurn . . TABLE 13.--PHYSICAL AND CHEMICAL PROPERTIES OF SOILS-~Continued Soil Survey -- --r - M:ist -1~e-rrneab~litY rAvai1ab~ soil TEras ion Clay Shrink-swell factors Organic \ bulk water reactlon potenti a1 \ ! matter densi tv - capaci tv K T Pct I S;cmo In/h~ In/in 12!! . ,T pct - 18-27 1. 30-1. 40 0.6-2.0 0.19-0.21 5.6-6.5 LOw---------~\9.28 2 I 3-5 20-30 1.30-1.40 0.6-2.0 0.18-0.22 5.6-6.5 Low---------- 0.28 --- _n _n --- _n ------------- ---- 5-15 1. 30-1. 40 I 0.6-2.0 0.20-0.22 5.6-6.5 Low---------- 0.32 5 5-10 5-15 1.30-1.40 D. 6-2.0 0.19-0.21 6.1-7.3 Low---------- 0.32 2-10 1. 30-.140 0:6-2.0 0.08-0.10 6.1-7.3 Low---------- 0.24 5-15 1.30-1.40 0.6-2.0 0.20-0.22 5.6-6.5 Low~---------lo.32 5 5-10 -5-15 1. 30-1. 40 0.6-2.0 0.19-0.21 6.1-7.3 Low---------- 0.32 2-10 1. 30-1. 40 0.6-2.0 0.08-0.10 6.1-7.3 Low--------~- ,0.24 " I 27-35 1. 20-1. 40 0.6-2.0 0.1S":'0.20 5.6-6.5 Moder:ate~---- 0.32 5 4-6 35-45 1.20-1 :40 0.2-0.6 0.18~0.20 6.1-7.3 Moder:ate----- 0.37 15-30 1.20-1.40 2.0-6.0 0.13-0,15 6.6-7.3 Low---------- 0.24 27.:.35 1.20-1.40 0.6.,.-2.0 0..18-0.20 5.6-6.5 Moder:ate----- 0.32 5 4-6 5-45 1.20-1.40 0.2-0.6 0.18-0.20 6.1-7.3 Moder:ate"----- 0.37 15-30 1. 20-1. 40 2.0-6.0 0..13-0.15 6.6-7.3 Low-----~---- 0.24 27 -35 k20-L40 0.6-2.0 0".19-0.21 5.6-6.5 Mod~r:ate--~-- 0.37 5 4-8 5-50 1.20-1.40 0.06-0.2 0.14-0.16 6.1~6.5 High--------- 0.37 5-30 1.20-1.40 0.6-2.0 0.16-0.18 6.1-7.3 Low---------- 0.43 7-35 1.30-1.40 0.2-0.6 0.16-0.19 5.1-6.0 Moder:ate----- 0.20 2 3-5 0-60 ;1.30-1.40 < 0.06 0.11-0.14 6.1-6.5 High--------- 0.20 7-35 1. 30-1. 40 --0.2'-0.6 0.07-0.13 6.1-6.5 Moder:ate----- 0.17 0-5 1.30-1.40 6.0-20 0.03-0.05 6.1-7.3 Low---------- 0.10 --- 0.85-0.95 0.6-2.0 0.20-0.25 4.5-6.0 Lbw---------- 0.17 5 4-6 --- 0.90-1.00 0.6-2.0 0.17-0.20 4.5-6.0 Low---------- 0.24 _n 1.10-1.30 0.6-2.0 0.10-0.16 -4.5-6.0 Low---------- 0.2,4 7-35 1.:?O-1.40 - 0.6-2.0 0.18-0.20 5.1-=6.5 Moder:ate----- 0.24 5 4-6 0-55 1.30-1.40 0.2-0.6 0.14-0.16 5.1-6.0 High--------..:. 0.24 --- 0.85-0.95 0.6-2.0 0.17-0.26 5.1-6.0 Low---------- 0.15 3 4-8 n_ 1. 20-1. 40 0.6-2.0 0.10~0.13 5.6-6.5 Low---------- 0.10 --'-- -1'.40-1.60 0.2-0.6 0.05-0.08 5.6-6.5 Low---------- 0.,02 5-20 1.30-1.40 0.6-'2."0 0.18-0.25 5.1-6.0 Low~--------- 0.43 5 ~-4 5-30 1.25-1.40 0.6-2.0 0.lS-0.22 5.1-6.0 Low---------- 0.49 0"50 1.25'-1.40 <0.06 0.03-0.05 5.1-6.5 Hi9h--------"10.321 0-60 1.30-1.40 0.06-0.2 0.05-0.10 6.1-7.3 High-------~- 0.37 5-25 0.90-1.10 2.0-6.0 10.10-0.14 5.1-6.5 Low---------- 0.10 3 \. 3-5 5-25 0.95-1.10 2.0-6.0 0.10-0.12 5.1-6~'0 Low---------- 0.20 5-25 1.00-1.40 2.0-6.0 0.10-0.12 4.5-6.0 Low~---.------ 0.24 --- --- --- --- --- ------------- ---- - - 5-25 0.90-1.10 2.0-6.0 0.10-0;14 5.1-6.5 Low---------- 0.10 3 3-5 5-25 0.95-1.10 2.0-6.0 0-.10-0.12 5.1~6. 0 Low---------- 0.20 5-25 1.00-1.40 2.0-6.0 I 0 .10-0.12 4.5-6.0 Low---------- 0.24 --- n_ n_ --- I --- -----C--"---~I--~- 7-40 1. 30-1. 501 0.6-2.0 0.lS-0.21 5.6-6.5 Moderate----- 0.321 3 3-6 0-60 1.30-1.60 0.06-0.2 0.12-0.17 5.6-6.5 Bigh------'--- 0.24 _n --- I _n I --- _u 1;------------ --~-I I D~p~r .rn.+- 0-7 . 7-13' 13 )If 29------~------~- 0-14 Cloquato 14-50 50-60 30*: Cloquato----~--- Ur:ban land., 0-14 14-50 50-60 31~-------------- 0-lS Coburg 18-53 53-65l 32*: Coburg---------- 0-18 IS-53 3 53-65 Ur:ban land. 33-----------"--- Conse r 34--"------------ .9our:tney 0'-9 9-41 41-60 0-15 15 - 28 2S-41 41-60 35p, 35Fi 35G---- 0-15 Cruiser 15-55 55-65 36D-------~----~- 0-14 2 CurnIey 14-60 4 37C, 37&~---~---- 0-6 Cupola 6-32 32-60 3~~;~~~---------"1 ~=;6 116-451 /45-60 39E, 39F------~-- 0-4 Digger 4-17 17-37 37 4-08*: Digger--~------- Rock outcr:op. 0-4 4-17 j 17-37 \ 37 41C, 41E, 4lF---- 0-14 2 Dixonvil.1e. 14-26 4 26 I 3 1 2 5 2 1 1 4 4 1 1 1 1 1 1 See footnote at end of table. I. PRE-SUBMlTIAL REC'O MAR 1 7 Z009 ., lane County Area, Oregon . . TABLE 13.-~PHYSICAL AND CHEMICAL PROPERTIES OF SOILS--Continued I~ - T - -~ T - - - DeP+:h Clay Moist . bulk n density In Pc1:. G/ em"' 0-12\ 18-27 0.85-0.95 12-42 22-30 0.90..,1.20 42-50 15-27 0.90-1.20 50 Soil name and map symbol 66D---------~---- Kinney 67F, 67G-------~- 0-16 Kinney 16-50 SQ,-58 .58 68F, 68G--------- 0-12 Kinney 12-42 42-50 50 69E-------------- 0-16 Kinney 16....:50 59-59 59 70E, 71F, 7IG,. I 72F, 72G-------- 0-13 Klich tat 13-39 . [39-50 50 73--------------- Linslaw 748, 74C, 740, 74E~------------ Lint 75--------------- Halabon '\l!.. 76*, " Ma!abon--------- Urb?-n land. 0-16 16 -4 2 42-56 56-60 0-16 16-69 I 0-12 12-42 42-60 0-12 12-42 42-60 77B-------------- 0-15 Marcola 15-60 78--------------- 0-14 McAlpin 14-60 7~~~~~-----------12~=li 41-62 an1" ,-"80G":'---.":-.--.-c- _ McCully 81D; 81F, 81G---- McDuff Q;':'lr 11-55 55 0-14 14-37 37 82C----~------~-- 0-8 Meda 8-40 40-60 I 18-27 22-30 15-27 18-27 22-30 15-27 18 -27 22-30 15-27 20-27 27-33 20-27 15-25 35-45 50-55 10-25 27-35 35-45 20-35 27-35 - 35-45 20-35 27-35 40-50 30-40 40-50 27-35 25-35 25-45 30=4 0.- 45-55 27-35 40-60 20-25 27 -35 3-15 0.85-0'.95 0.90-1.20 0.90-1.20 0.85-0.95 0.90-1.20 0.90-1.20 0.85-0.95 10.90-1. fD 0.90-1..20 1.20-1.40 1.20-1.'40 i.20-1.40 1.20-1.40 1.20-1.40 1.20-1.40 1.20-1.40 0.50-0.85 0.50-0.85 1.20-1.40 1. 20-1. 40 1.20-1.40 1.20-1.40 1.20-1.40 1.20-1.-40 1.30-1.40 1.30-1.50 1.20-1.40 1.20-1.40 1. 20-1. 40 1.20-1.40 1.20-1.40 1.20::::1-.30 1.?0-1.30 0.95-1.10 0.95-1.10 See footnote at e~d of table. Per~ability I~/hr 0.6-2.0 0.6-2.0 O~6-2.0 0.6-2.0 0.6-2.0 0.6.-2.0 0.6-2.0 0.6-2.0 0.6-2.0 0.6-2.0 0.6-2.0 0.6-2.0 0.6-2.0 0.6-2.0 0.6.-2.0 - 0.6-2.0 0.06-0.2 0.06-0.2 0.6-2.0 2.0-6.0 0.6-2.0 0.6 -2.0 0.2-0.6 0.6_-2.0 0.6-2.0 0.2-0.6 0.6-2.0 0.6-2.0 0.06-0.2 0.6-2.0 D. 2--6.6 0.6-2.0 0.6-2.0 0.6-2.0 0-;6-2 .'0 ~ 0.2-0.6 0.6-2.0 0.2-0.6 0.6-2.0 0.6-2.0 6.'0-20.0 353 I -r- --r------iEros;onT-- /Ava11able 5011 Shrlok-swe11 factors Organic water react10n potent1al 1 matter caDao tv K t T In/1n @ Pet 0.16-0.22 5.1-6.5 Low---------- 0.10 4 4-8 0.15-0.20 4.5-$.5 Low---------- 0.17 0.13-0.20 3.6-5.5 Low---------- 0.32 0.16-0,.22 5.1-6.5 0.15-0.20 4.5-5.5 0.13-0.20 3.6-5.5 0.16-0.22 5.1-6.5 0.15-0.20 4.5-5.5 0..13-0.20 3.6-5.5 ---,... 0.16-0.22 5.1-6.5 0.15-0.20 4.5-5.5 0.13-0.20 3.6-5.5 0.OS~0.1~14.5-6.0 0.06-0.10 4.5-5.5 .lo.O~:~.0814.~:~.5 [0.16-0.18 5.1~6.0 0.16-0.20 4.5-5.5 0.10-0.18 4.5-6.0 0.~0-0.16 5.6-6.0 0.23-0.50 5.1-5.5 0.22-0.48 5.1-5.5 0.18-0.20 5.6-6.0 0.lS-0.20 6.1-7.3 0~18-0:20 6.1-7.3 0.18-0.20 0.18-0'.20 0..18-'-0.20 5.6-6.0 6.1-7.3 6.1-7.3 . Low---------- 0.10 Low---------- 0.17 Low---------- 0.32 Low---~------ 0.10 Low---------- 0.17 LOW-----~--7- 0.32 Low---------- Low---------- Low---------- Low---------- Low---------- LO';l1---------- Low---------....:. Moderate--:"-- Madera te----- Lo""---------- Low---------- 0.37 Low---------- 0.49 Moderate----- 0.15 Maderate----- 0.28 Moderate----- 0.32 Moderate----- Moderate----- Mode rate---"":- 0.10 0.171 0.32 I 0.10 0.15 0.10 0.28 0.32 0:32- 0.28 0.15 0.28 0.32 0.14-0.18 5.6-6.5 Moderate----- 0.20 5 0.12-0.16 6.1-7.3 High--------- 0.20 10.19-0.2115.1-6.0 0.15-0.17 5.1-6.0 0.19-0.21 5.6-6.5 0.19-0.21 5.6-7.3' .0.13-0.21 6.1-7.3 0'; 17--0-;21 -5; 1-5,5 0.14-0.16 4.5-5.0 0.19-0.21 4.5-5.5 0.11-0.13 3.6-5.0 0.14-0.17 5.6-6.0 0.08-0.14 ?6-6.0 0.07-0.10 5.6-6.0 Moderate----- 0.24 High--------- 0.28 Moderate----- 0.28 Moderate----- 0.28 Moderate----- 0.28 -Low--------- Moderate---;-- Moderate----- Moderate----:- Low---------- 0.32 Low-------~-- 0.24 Low---------- 0.20 .0.1-7 4 0.20 :~~~ I 31 0.28 4 4-8 4 . 4-8 .(-. 4 4-8 3 I 3-6 5 2-4 5 10-15 5 4-6 5 4-6 4-6 5 3-6 5 4-6. 7-12 _ 4-6 5 1-3 PRE-SUBMITTAL REC'O MAR 1 7 2009 . " . ., 360 . 0 0 0 " " " 0 . . 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" . m " o o " 0' o ~ m m '" )t PRE-SUBMITTAL REC'D MAR 1 7 2.009 ~. . . ) . HYDROLOGIC CALCULATIONS FOR RETENTION SYSTEM SiZING Santa Barbara Urban Hydrograph Method Spreadsheets & Supporting DOcUmentation . PRE-SUBMllTAl REC'D MAR 1 7 2009 ,. . . EAST CONGREGATION OF JEHOVAH'S WITNESSES DEVELOPED CONDITION (2-year wiNo infiltration) . Rain Garden I Full Buildout . design area = 5095 sf total area = 75,900 1.74 (acres) design depth ~ 1.l5ft pervious area = 20000 0.46 impervious area = 55,900 1.28 Total storage per area & depth listed = 5859 cf Pervious eN - 86 S - 1.6279 0.2S - 0.3256 Peak Req'd Storage = 5831 cf 1m ervious eN = 98 ", S =' 0.2041 0.2S ~ 0.0408 Peak Desi". flowrate = 0.55 cfs total depth rain Pt~ 3.3 (inches) Measured nncibili rate = * inIhr no inf'LItration used to calc dt~ 10 (min) . Design Soil PermeaIity Rate 0.00 inlhr storage requirement Tc= 10 (min) VF 0.33333 percolation rate = 0.00 cfs File No: 3820 D2-yr.qpw , bypass rate = 0.00 cfs no pre-developed rilte used 03-16-09, MJK max outflow rate = 0.00 cfs 24--HoUr SCS Typ_c-lA Design Storm - 2 Year PERVIOUS 1MPERVlOUS - Incremental Cumulative Rainfall Inere. Rainfall Accum. Accum, Increm. Accum. !nerem. Total Design Req'd Stor'g Req'd Stor'g Time , distr. Rainfall Increment RaInfall Runoff Runoff Runoff Runoff Runoff flowrate Vol In - pcrc Vol In - peTe min distr. inches . inches inches inches inches inches inches cfs c c 0 0 0 0 0 0 0 0 0 0 0 0 0 0 10 0.40% 0.40% 0.013 0.013 0,000 0.000' 0.000 0.000. 0.000 0.00 0.00 0.00 0 20 0.40% 0.80% 0.013 0.026 0.000 0.000 0.000 0.000 0.000 0.00 0.00 0.00 0 30 0.40% 1..20% 0.0.13 0.040 0.000 0.000 0.000 0.000 0.000 0.00 0.00 0.00 . 0 0.40% 0.600 - L03 40 1.60% 0.013 0.053 . 0:000 0.001 0.001 '0.000 0.01 0.00 1. 50 0.40% 2.00% 0.013 . 0.066 0.000 0.000 0.003 0.002 0.002 0:02 0.01 3.26 4 60 0.40% 2.40% 0.013 0.079 0.000 ., 0.000 0,006 0.003 0.002 0.03 0.01 5.14 9 70 0.40% 2.80% 0.013 0.092 0.000 0.000 '0.010 0.004 0.003 0.03 0.01 6.73 16 80 0.40% 3.20% 0.013 0.106 0.000 0.000 0.016 0.005 0.004 0.04 0.01 8.08 24 90 0.40% 3,60% 0.013 0.119 0.000 0.000 0.022 0.006 0.004 0.05 0.02 9.24 33 100 0.40% 4.00% 0.013 0.132 0.000 0.000 0,028 0.007 0.005 0.05 0.02 10.25 44 110 0.50% 4.50% 0.017 0.149 0.000 0.000 0.037 0.009 0.007 om 0.02 14.03 58 120 0.50% . 5.00% 0.017 0.165 0.000 0.000 0.047 0.010 0.007 0.08 0.03 15.19 73 0.50% 5.50% 0.017 0.182'- 0.000 0.000 c 0.010 0.08 0.03 16i9 89 130 0,057 0.008 140 0.50%( 6.00% 0.017 0.198 0.000 0.000 0,068 0.011 0.008 0.09 0.03 17.05 106 150 0.50% 6.50% 0.017 0.215 0.000 0.000 0.080 0.011 0.008 0.09 0.03 17.80 124 ]60 0.50% 7.00% . 0.017 0.231 0.000 0.000 0.092 0.012 0.009 0.09 0.03 18.46 142 170 0.60% 7.60% 0.020 0.251 0:000 0.000 0.106 0.015 0.011 '0..1] 0:64 22.90 165 ]80 0.60% 8.20% 0.020 0.271 0.000 0.000 0.122 0.015 0.011 0.12 0.04 23.62 189 ]90 0.60% 8.80% 0.020 0.290 0.000 0.000 0.137 0.016 0.011 0.12 0.04 . 24.24 213 200 0.60% 9.40% 0.020 0.310 0.000 0.000. .. 0.153 '0.016 0.012 0.12 0.04 24.78 238 210 0.60% 10,00% - 0.020 0.330 0.000 . 0.000 0.170 0.016 0.012 o.l:i 0.04 25.27 263 2io 0.60% 10.60% 0.020 0.350 0.000 0.000, 0.186 .. 0.017 0.012 0.13 0.04 25.88 289 230 0.70% 11.30% 0.023 0.373 0.001 0.001 0.206 0.020 _ 0.015 0.15 0.05 30.98 320 240 0.70% 12.00% 0.023 0.396 0.003 0.002 0.226 0.020 0.D15 0.]6 0.05 31.77 352 250 0.70% 12:70% 0.023 0.419 0.005 0.002 0.246 0.020. 0.015 0.16 . 0,05 '32.48 384 260 0.70% 13.40% 0.023 0.442 0.008 0.003 0.266 0.020 0.016 0.17, 0.06 33.14 418 270 0.70% 14.10% 0.023 0.465 0.011 0.003 0.287 0.021 0.016 0.17 0.06 33.75 451 280 0.70% 14.80% .0.023 0.488 0.015 0.004 .. 0.307 0.021 0.016 0.17 0.06 34.31 486 290 0.82% 15.62% . .. uO:027' 0:5]5 0:020 0:005 . 0332 0.025 0.019 0.20 0.07 . 40:86- - "526" 300 0.82% . 16.44% 0.027 0.543 0.026, 0.006 0.357 0.D25 0.020 0.21 007 41:52 568 310 0.82% 17.26% 0.027 0.570 0.032 0.006 0.382 0.D25 . 0.020 0.21 0.07 42.13 6]0 320 0.82% 18.08%. 0.027 0.597 0.039 0.007 DA07 . 0.025 0.020 0.21 om 42.70 653 330 0.82% 18.90% 0.027 0.624 0.046 0.007 0.432 0.D25 0.021 0.22 om 43.23 696 340 0.82% 19.72% 0.027 0.651 0.054 0.008 0.457 0.D25 0.021 0.22 0.07 43.73 740. 350 0.95% 20,67% 0.031 0.682 0.064 0.610 0.486 0.029 0.024 0.26 0.09 51:24 791 360 0.95% 21.62% 0.03] 0.713 0.075 0.011 0.516 0.030 0.025 0.26 0.09 51:82 843 370 0.95% 22.57% 0.03] 0.745 0.086 0.011 0.546 0.030. 0.025 0.26 0.09 52.36 895 380 0.95% 23.52% 0.031 0.776 0.098 0.012 0.576 0.030 0.D25 )0.26.. 0.09 52.87 .948 390 0.95% 24.47% 0.031 0.808 0.110 0.012 0.606 0.030 0.025 0.27' 0.09 53.35 1001 400 0.95% 25.42% 0.031 0.839 0.123 0.013 0,636 0.030 0.026 0.27 0.09 53.80 L REl] 055) 410 ~ 1.34% 26.76% '0.044. 0.883 0.142 0.019 0.678 0.042 0.036 0.38 p~TIJ~ )UBM~5i \ l,l3Q 420 1.34% 28.10% 0.044 0.927 0.]62 0.020 0.721 0.043 0.037 0.39 oln 77.36 1209 430 1.34% 29.44% 0.044 0.972 0.183 0.021 0.763 0.043 0.037 0.39 013 MAR 7iO~' 2.0091287 .. . . 24-Hour SCS Type lA Design Storm - 2 Year lricremental Cumulative Rainfall Inere. Rainfall Accum. Design Req'd Slor'g Req'd Storg' Time distr. Rainfall Increment Rainfall flowrate Vol]n - perc Vol In - perc mm distr. inches incheS Cis c 440 1.80% 31.24% 0.059 1.031 0.213 0.030 0.821 0.058 0.050 0.53 0.18 105.92 1393 450 1.80% 33.0;4% 0.059 1.090 0.244 0.031 0.879 0.058 0.051 0.54 0.18 107.00 1500 460 3.40% 36.44% 0.112 1.203 0.307 0.063 0.988 0.109 0.097 1.02 0.34 204.75 1705 470 5AO% 41.84% 0.178 1.381 OA15 0.108 1.163 0.175 0.157 1.66 0:55 331.20 2036 480 2.70% 44.54% 6.089 1.470 OA72 0.057 1.250 0.088 0.080 0.84 0.28 167.93 2204 490 1.80% 46.34% 0.059 1.529 0.512 0.039 1.309 0.059 0.053 0.56 0.19 112.70 2317 500 1.34% 47.68% 0.044 1.573 0.541 0.030 1.353 0.044 0.040 OA2 0.14 84.26 2401' 510 1.34% -49.02% 0.044 1.618 0.572 0.030 1.396 0.044 0.040 OA2 0.14 84.55 2486 520 1.34% 50.36% 0.044 1.662 0.602 0.031 1.440 0.044 0.040 0.42 0.14 84.83 2570 530 0.88% 51.24% 0.029 1.691 0.623 0.020 1.468 0.029 0.026 0.28 0.09 55.85 2626 540 0.88% 52.i2% cO.029 1.720 0.643 0.021 .1.497 0.029 0.027 0.28 0.09 55.96 2682 550 0.88% 53.000/, 0.029 1.]49 0.664 0.021 1.526 0.029 0.027 0.28 0.09 56,07 2738 560 0.88% 53.88% 0.029 1.778 0.685 0.021 1.555 0.029 0.027 0.28 0.09 56.17 2794 570 0.88% 54.76% 0.029 1.807 0.706 0.021 1.583 0.029 0,027 0.28 0.09 56.27 2851 580 0.88% 55.64% 0.029 1.836 0.727 0.D2! 1.612 0.029. 0.027 0.28 0.09 56.37 2907 590 0.88% 56.52% . 0.029 1.865 0.748 0.021 1.641 0.029 0.027 0.28 0.09 56.46 2964 600 0.88% 57.40% 0.029 . 1.894 0.770 0.021 1.670 0.029 0.027 0.28 0.09 56.55 3020 610 0.88% 58.28% 0.029 1.923 0.791 0.022 1.698 0.029 0.D27 0.28 0.09 56.64 3077 , 56,73 620 0.88% 59.16% 0.029 1.952 '0.813 0.022 1.727 0.029 0.027 0.28 0.09 3133 630 0.88% 60.04% 0.029 1.981 0.835 0.022 1.756 0,029 0.027 . 0.28 0.09 56.81 3190 640 0.88% 60.92% 0.029 2.010 0,857 0.022 1.785' 0.029 0.027 0.28 0.09 56.89 3247 650 0.72% 61.64% 0.024 2.034 0.875 0.018 1.808 0.024 0.022 0.23 0.08 46.61 3294 660 0.72% 62.36% 0.024 2.058 0.893 0.Dl8 1.832 0.024 0.022 0.23 0.08 46.66 3340 670 0.72% 63.08% 0.024 2.082 0.911 0.Dl8 .1.855 0.024 0.022 0.23 0.08 46.71 3387 680 0.72% 63.80% 0.024 2.105 0.930 0.Dl8 1.879 0.024 0.022 0.23 0.08 46.76 3434 690 0.72% 64.52% 0.024 2.129 0.948 0.Dl8 1.902 0.024 0.022 0.23 0,08 46.81 3481 700 0.72% 65.24% 0.024 '2.153 0.966 0.Dl8 1.926 0.024 0.022 0.23 0.08 ,46.85 3528 710 0.72% 65.96% 0.024 2.177 0.985 0.019 1.950 0.024 .0.022 0.23 0.08 46.90 3574 720 0.72% 66.68% 0.024 2.200 1.004 0.019 1.973 0.024 0.022 0.23 0.08 46.95 3621 730 0.72% "67.40% 0.024 2.224 1.022 0.019 1.997 0.024 0.022 0.23 0.08 46.99 3668 740 0.72% 68.12% 0.024 2.248 1.041 0.019 2.020 0.024 0.022 0.24 0.08 47.03 3715 750 0.72% 68.84% 0.024 2.272 1.060 0.019 2.044 0.024 0.022 0.24 0.08 47.08 3762 760 0.72% 69.56% 0.024 2.295 1.079 0.019 2.068 0.024 0.022 0.24 0.08 . 47.12 3810 770 0.57% 70.13% 0.019 2.314 '1.094 0.015 2.086 0.019 0.oi8 0.19 0.06 37.33 3847 780 0.57% 70.70% 0.019 2.333 1.109 .0.Dl5 2.105 0.019 0.Dl8 0.19 .0.06 .37.35 3884 790 0.57% 71.27% 0.019 2.352 1,124 gOl5 .2.124 0.019 0.Dl8 0.19 0.06 37.38 3922 800 ' 0.57% 71.84% 0.Q19 2.371 ').:\39 . 0.p15 2.142 0.019 0.018 0.19 0.06 37.40 3959 810 0.57% .72.41% ' 0.019' . 2.390 '1.15,4. 0.015 2.161 0.019 0.Dl8 0.i9 0.06 37A3 3997 820 0.57% 72.98% 0.019 2A08 1.169 0.015 2.180 0.019 0.018 0.19 0.06 37A5 4034 830 0.57% 73.55% 0.019 2.427 1.184 0.Dl5 2.198 ,0.019 0.018 0.19 . 0.06 37A7 4071 840 0.57% 7.f12% 0.019 2.446 1.199 0.015 2.217 0.019 0.018 0.19 0.06 37.50 4109 850 0.57% 74.69%- 0.019 2.465 1.215 0.015 2.236 0.019 0.018 0.19 0.06 37.52 4146 860 0.57% 75.26% 0.019 2.484 1.230 0.015 2.254 0.019 0.018 0.19 0.06 37.54 4184 870 0.57% 75.830/, 0.019 2.502 1.245 .0.015 '2.273 0.019 0.018 0.19 0.06 37.56 4222 '880 0.57% 76.40% 0:019 2.521 1.261 0.015 2.292 0.019 0.018 0.19 0.06 37.58 4259 890 0.50% 76.90% 0.017 2.538 1.274 0.014 2.308 0.016 0.016 0.16 0,05 32.99 4292 900 0~50% 77.4-0% -0.017 - 2.55~ 1.28E- 0:014 - . 2.325 ' 0:016' 0.016' - 0.17 0.06- 33:00 '4325- 910 .0.50% 77.90% 0.017 2.571 1.301 0.014 2.341 0.016 . 0.016 0.17 0.06 33.02 4358 920 0.50% 78.40% 0.017 2.587 1.315 0.014 2.357 0.016 .0.016 0.17 0.06 33.03 4391 930 0.50% 78.90% 0.0]7 2.604 1.329 0.014 2.374 0.016 0.016 0.17 0.06 33.05 4424 940 0.50% 79.40% 0.017 2.620 1.342 0.014 2.390 0.0]6 0.016 0.17 0.06 33.06 4457 950 0.50% 79.90% 0.017 2.637 1.356 0.014 2.407 0.016 0.016 0.17 0.06 33.08 4490 960 0.50%" 80.40% 0.017 2.653 1.370 0.014 2.423 0.016 0.016 0.17 0.06 33.09 4523 970 0.50% 80.90% 0.01'7 2.670 1.383 0.014 2.440 0.016 0.016. 0.17 0.06 33.11 4557 980 0.50% 81.40% 0.017 2.686 1.397 0.014 2.456 0.016 0.016 0.17 0.06 33.12 4590 990 0.50% 81.90% 0.017 2.703 1.411 0.014 2.472 . 0.016 0.016 0.17 0.06 33.14 4623 1000 0.50% 82.400/, 0,017 2.719 1.425 0.014 2.489 0.016 0.016 0.17 0.06 33.]5 4656 1010 0.40% 82.80% 0.013 2.732 1.436 0.011 2.502 0.013 0.013 0.13 0,04 . SU~653i TAL ~~d~'D 1020 0.40% 83.20% 0.013 2.746 1.447 0.011 2.515 0.013 0.013 0.13 O'~ :- 26VS4 1030 0.40% 83.60% 0.013 2.759 1.458 0.011 2.528 0.013 0.013 0.13 0.04 ~55 7 20a~~~ 1040 0.40% 84.00% 0.013 2.772 ' 1.469 0.011 2.541 0,013 0.013 0.13 0.04 MN 5~ 1050 0.40% 84.40% 0.013 . 2.785 1.480 0.011 2.554 0,013 6.013 0.13 0.04 26.56 4789 PRE-SUBMITIAl REC'O MAR 1 72009 ~. t .~ . EAST CONGREGATION OF JEHOVAH'S WITNESSES DEVELOPED CONDITION (2-year wi Infiltration) Rain Garden bOttom width - 48.5 fI I Full Buildout bottom len th = 93.5 fI total area = 75,900 1.74 (acres) bottom area (infiltration area) - 4535 sf pervIOUS area = 20000 0.46 impervious area = 55,900 1.28 Peak,Req'd Stora~e = 3270 cf . Pervious eN - 86 S - 1.6279 02S - 0.3256 Peak DesifD flowrate = 0.55 cfs 1m ervious CN = 98 S ~ 0.2041 0.2S ~ 0.0408 drawdown time = 29 hr total depth rain Pt~ 3.3 (incheS) SCS 'ininimurD. nenneabilitv rate = 0.60 inIhr dt~ 10 (mill) Design Soil Pernieality Rate - 0.3000 inlhr scs min/2 Tc= 10 (mill) ~ 0.33333 percolation rate = 0.0315 cIs using bottom area only File No: 3820 D2i-yr.qpw bypass rate = 0.0000 cfs no pre-developed rate used 03-16-09, MJK max outflow rate == 0.0315. cfs 24-Hour SCS Type lA Design Storril- 2 Year PERVIous Incremental CUmulative Rainfall !nere. R.infall Accum. ACCUffi. Increm. Total Req'd Stor'g Req'd Stor'g Time ~ distr. Rainfall Runoff Runoff Vol In - perc Vol In'_- perc Increment Rainfall Runoff min ' distr. inches inches inches inches inches cf) 0 0 0 0 0 0 0 0 0 0 0 0 0 0 10 0.40% 0.40% 0.013 0.013 0.000 0.000 0.000 0.000 0.000 0.00 0.00 0.00 0 20 0.40% ,0.80% 0.013 0,026 0.000 0.000 0.000 0.000 0.000 0.00 0.00 0.00 0 30 0.40% 1.20% 0.013 0.040 0.000 0.000 0.000 0.000 0.000 0.00 0.00 0.00 0 40 0.40% 1.60% 0.013 0.053 0.000 0.000 0.001 0.001 0.000 0.01 0.00 0.00 0 50 0.40% 2;00% 0.013 0.066 0.000 0.000 0.003 0.002 0.002 0.02 0.01 0.00 0 60 0:40% 2.40% 0.013 0,079 0.000 0.000 0.006 0.003 0.002 0.03 0.01 0.00 0 70 0.40% 2;80% 0.013 0,092 0.000 0.000 0.010 0.004 0.003 0,03 0.01 0.00 0 80 0.40% 3.20% 0.013 0.106 0.000 0.000 0.016 0.005 0,004 0.04 0.01 0.00 0 90 _0.40% 3.60% 0.013 0.119 0.000 0.000 0.022 0.006 0.004 0.05 0.02 0.06 0 100 0.40% 4,00% 0.013 0.132 0.600 0.000 0.028 0.007 0,005 0.05 0.02 0.00 0 110 0.50% 4.50% 0.017 0.149 0.000 0.000 0.037' 0.009 0.007 0.07 0.02 0.00 0 120 0.50% 5.00% 0.017 0.165 0.000 0,000 0.047 0.010 0.007 0.08 0.03 0.00 0 130 0.50% 5.50% 0.017 0.182 0.000 0.000 0.057 0.010 0.008 0.08 0.Q3 0.00 0 140 0.50% 6.00% ,0.017 0.198 0.000 0.000 0.068 0:011 0.008 0.09 0.Q3 0.00 0 150 0.50% 6.50% 6.017 0.215 0.000 0.000 0.080 0.011 0.008 0.09 0.03 0.00 0 160 0.50% 7.00% 0.017 0.231 0.000 0,000 0.092 0.012 0.009 0.09 0.Q3 0.00 0 170 0.60% 7.60% 0.020 0.251 0.000 0.000 0.106 0.015 0.011 0.11 0.04 4.01 4 180 0.60% 8.20% 0.020 0.271 0.000 0.000 0.122 0.015 0.011 0.12 0.04 .4.72 9 190 0.60% 8.80% 0,020 0.290 0.000 0.000 0.B7 0.016 0.011 0.12 0.04 5.34 14 200 '.0.60% ,,' 9.40% 0.020 . 0.310 '0,000 0.000 . ,0.i53 0.016 0.012 0:12, . 0.04 . 5.89 20 210 O~60% 10.00% . 0.020 0.330 0.000 0.000 0.170 0.016 0.012 0.13 0.04 6.37., 26 220 0.60% 10.60% ' 0.020 0.350 0.000 0.000 0.186 0.017 0.012 0.13 0.04 6.98 33 230 0.70% 11.30% 0.023 0.373 0.001 0.001 0206 0.020 O.oI5 . 0.15 0.05 12.09 45 240 0.70% 12.00% 0,023 0.396,'. 0.003 0.002 0.226 0.020 0,015 0.16 0.05 12.87 58 250 0.70% 12.70% 0.023 0.419 0.005 0.002 0.246 0.020 0.015 0.16 0.05 13.59 72 260 0.70% 13.40% 0.023 0.442 0.008 0.003 0.266 0.020 0.016 0.17 0.06 14.25 86 270 0.70% 14.10% 0.023 0.465 0.011 0.003 0.287 0.021 0.016 0.17 0.06 14.85 101" 280 0.70% 14.80% 0.023 0.488 0.015 0.004 0.307 0.021 0,016 0.17 0.06 15.42 116 290 0.82% 15:62% "0:027 0515 0:020 0.005 0.332 0.025 0.019 0.20 0.07 21.96 . 138 300 0.82% 16.44% 0.027 0.543 0.026 0.006 .0357 0.025 0.020 0.21 0.07 22.62 161 , 310 0.82% 17.26% 0.027 0.570 0.032 0.006 0.382 0.025 0.020 0.21 0.Q7 23.24 184 320 0.82% 18.08% 0.027 0,597 0.039 0.007 0.407 0.Q25 0.020 0.21 0.Q7 23.81 208 330 0.82% 18.90% 0.027 0.624 0.046 0.007 0.432 0.Q25 0.021 0.22 0.Q7 24.34 232 340 0.82% 19.72% 0.027 6.651 0.054 0.008 0.457 0.025 0.021 0.22 0.Q7 24.83 257 350 0.95% 20.67% 0.031 0.682 0.064 0.010' 0.486 0.029 0.024 0.26 0.09 32.35 290 360 0.95% 21.62% 0.031 0.713 0.Q75 0.011 0.516 0.030 0.025 0.26 0,09 32.93 322 370 0.95% 22.57% 0.031 0.745 0.086 0.011 0.546 0.030 0.025 0.26 0.09 33.47 356 380 0.95% 2352% 0.031 0.7'76 0.098 0.012 0.576 0.030 0.025 0.26 0.09 33.98 390 390 0.95% 24.47% 0.031 0.808 0.110 0.012 0.606 0.030 0.025 0.27 I!;.O~ 3~~ 4~ID 400 0.95% "25.42% 0.031 0.839 0.123 0.013 0.636 0.030 0.026 0.27 FO,O? .SUBM~~ ~l RH~9 410 1.34010 26.76% 0.044 0.883 0.142 0.019 0.678 0.042 0.036 0.38 d.13' 57.70 517 420 1.34% 28.10% 0.044 0.927 0.162 0.020 0:721 0.043 0.037 0.39 0.13 MAR'8i17 r 2009575 430 1.34% 29.44% 0.044 0.972 0.183 0.021 0.763 0.043 0.037 0.39 0.13 59.18' 635 . . 24-HourSCS Type lA Design Storm - 2 Year Incremental Cinnulative Rainfall Incre. Rainfall' Accum. Req'd Stor'g Req'd Stor'g Time distr. Rainfall Increment Rainfall Vol In - perc Vol In - perc mm distr. inches inches c 440 1.80% 31.24% 0.059 1.031 0.213 0.030 0.821 0.058 0.050 0.53 0.18 87.02 722 450 1.80% 33.04% 0.059 1.090 0.244 0.031 0.879 0.058 0.051 0.54 0.18 88.11 810 460 3.40% 36.44% 0.112 1.203 0.307 0.063 0.988 OJ 09 0.097 1.02 0.34 185.86 996 470 5.40% 41.84% 0.178 1.381 0.415 0.108 1.163 0.175 0.157 1.66 0.55 312.31 1308 480 2.70% 44.54% 0.089 1.470 0.472 0.057 1.250 0.088 0.080 0.84 0.28 149.04 1457 490 1.80% 46.34% 0.059 1.529 0.512 0.039 1.309 0.059 0.053 0.56 0.19 93.81 1551 500 1.34% 47.68% 0.044 1.573 0.541 0.030 1.353 0.044 0.040 0.42 0.14 65.37 1616 510 1.34%" 49.02% 0.044 1.618 0.572 0.030 1.396 0.044 0.040 0.42 0.14 65.66 1682 520 1.34% 50.36% 0.044 1.662 0.602 0.031 1.440 0.044 0.040 0.42 0.14 65.93 1748 530 0.88% 51.24% 0.029 1.691 0.623 0.020 1.468 0.029 0.026 ,. 0.28 0.09 36.96 1785 540 0.88% 52.12% 0.029 1.720 0.643 0.021 1.497 0.029 0.027 0.28 0.09 37.07 1822 550 0.88% . 53. 00% 0.029 1.749 0.664 0.021 1.526 0.029 0.027 0.28 0.09 37.17 1859 560 0.88% 53.88% 0.029 1.778 0.685 0.021 1.555 0.029 . 0.027' 0.28 0.09 37.28 1896 570 0.88% 54.76%"' .0,029 1.807 0.706 0.021 1.583 0.029 0.027 0.28 0.09 37.38 1934 580 0.88% 55.64% 0.029 1.836 0.727 0.021 1.612 0.029 0.027 0.28 0.09 . 37.47 1971 590 0.88% 56.52% 0.029 .1.865 0.748 0.021 1.641 0.029 ./0.027 0.28 0.09 37.57 2009 600 0.88% 57.40% 0.029 1.894 0.770 0.021 1.670 0.029 0.027 0.28 0.09 n66 2046 610 0.88% 58.28% 0.029 1.923 0.791 0.022 1.698 0.029 0.027 0.28 om 37.75 2084 620 0.88% 59.16% 0.029 1.952 0.813. 0.022 1.727 0.029 0.027 0.28 0.09 37.83 2122 630 0.88% 60.04% 0.029 1.981 0.835 0.022 1.756 0.029 0.027 0.28 0,09 37.92 2160 640 0.88% 60.92% 0.029 2.010 0.857 0.022 1.785 0.029 0.027 0.28 0.09 38.00 2198 650 0.72% 61.64% 0.024 2.034 0.875 0.D18 1.808 0.024 0.022 0.23 0.08 27.71 2225 660 0.72% 62.36% 0.024 2.058 0.893 0.018 1.832 0.024 0.022 0.23 0.08 27.76 2253 ) 670 0.72% 63.08% 0.024 2.082 0.911 0.018 1.855 0.024 0:022 0.23 0.08 27.81 2281 680 0.72% 63.80% 0.024 ' 2.105 0.930 0.018 1.879 0.024 0.022 0.23 0.08 27.86 2309 690 0.72% 64.52% 0.024 2.129 0.948 0.018 1.902 0.024 0.022 0.23 0.08 . 27.91 2337 700 . 0.72% 65.24% 0.024 2.153 0.966 0.018 1.926 0.024 0.Oi2 0.23 0.08 27.96 2365 710 . 0.72% 65.96% 0.024 2.177 0.985 0.019 1.950 0.024 0.022 0.23 0.08 28.01 2393 720 0;72% 66.68% 0.024 2.200 1.004 0.019 1.973 0.024 0.022 0.23 0.08 28.05 2421 730 0.72% 67.40% 0.024 2.224' 1.022 0.019 1.997 0.024 0.022 0.23 0.08 28.10 2449 740 0.72% 6S.12% 0.024 2.248 1.041 0.019 2.020 0.024 0.022 0.24 0.08 28.14 2477 750 0.72% 68.84% . 0.024 2.272 1.060 0.019 2.044 0.024 0.022 0.24 0.08 28.18 2505 760 0.72% 69.56% 0.024 2.295 1.079 0.019 2.068 0.024 0.022 0.24 0.08 28.22 2533 770 0.57% 70.13% 0.0]9 2.314 1.094 0.D15 2.086 0.019 0.018 0.19 0.06 18.43 2552 780 0.57% 70.70% 0.019 2.333 1.109 0.D15 2.105 0.019 0.018 0.19 0.06 18.46 2570 790 0.570/0 71.27% 0.019 2.352 1.124 0.D15 2.124. 0.019 0.018 0.19 0.06 18.48 2589 800 0.57% 71.84% 0.019 2.371 1.139 0.Dl5 2.142 0.019 0.018 0.19 0.06 1,851 2607 810 0.57%. .72.41% 6.019 L390 1.154 0.015 2.161 0.0]9. 0.018 0.19 0.06 18.53 2626 820 0.57% 72.98% 0.019 2.408 1.169 0.015 2.180 0.0]9 0.018 0.19 0.06 18.56 . 2644 830 0.57% '73,55% 0.019 2,427 1.184 0.Dl5 2.198 0.019 OOlS 0.19 0.06 18,58 . 2663 840 0.57% 74.12% - 0:019 2,446 1.199 0,015 2.217 0.019. 0,018 0.19 0.06 18,60 2682 850 0.57% 74.69% 0.019 2.465 1.215 0,015 2.236 ' 0,019 0.018 0,19 0,06 18.62 2700 860 0.57% 75.26% 0,019 2.484 1.230 0.Dl5 '2.254 0,019 0.018 0.19 0,06 18.65 2719 870 0.57% 75:83% . 0.019 2,502 1.245 0.D15 2273 0.019 0.018 0.19 0.06 18.67 2738 880 0.57% 76.40% ,0.019 2,521 1.261 0,015 2292 0,019 0.018 0,19 0.06 18.69 2756 890 0.50% 76.90% 0.017 2,538 1.274 0,014 2.308 0.016 0,016 0,16 0.05 14,09 2770 - 900 ":-0:50% 77.40%-- n.DI7 2:554 "1.288 0~b14 ~'. '2.325~ 0.016 '0,016 . O.l? ' 0:06 14:11 . '2784' 910 0.50% 77.90% 0,017 2.571 1.301 0,014 2.341 0.016 0,016 0.17 0.06 ]4,12 2799 920 0.50% 78 .40% 0,017 2.587 1.315 0,014 2.357 0.016 0,016 0,17 0.06 14,]4 28]3 930 ..050% 78 .90% 0.017 2.604 1.329 0.014 2.374 0.0]6 . 0.016 0.17 0,06 14.15 2827 940 0.50% 79.40% 0.0l? 2,620 1.342 0,014 2.390 0.016 0,016 O,l? 0,06 14.]7 2841 950 0.5.0% 79.90% 0,017 2,637 1.356 0,014 2,407 0.016 0,016 0,17 0.06 ]4.18 2855 960 0.50% 80.40% 0,017 2.653 J:370 ' 0,014 2.423 0.016 0,016 0.17 0.06 14.20 2869 970 0.50% 80.90% 0.017 2,670 1.383 0.014 2.440 0.016' ' 0.016. 0,17 0,06 14.21 2884 980 0.50% 81.40% 0,017 2.686 1.397 0,014 2.456 0.016 0,016 0,17 0,06 14.23 2898 990 0.50% 81.90% 0.017 2,703 1.411 0,014 2.472 0.016 0,016 0.17 0,06 ]4.24 2912 1000 0.50% 82.40"10 0,017 2,719 1.425 '0.014 2.489 0.016 0.016 0,17 0,06 14.26 2926 10ID OAO% 82.g'0% 0,013 2.732 1.436 0.011 2.502 0,013 0,013 0.13 0.04 7.64 29?ID 1020 0.40% 83.20% 0,013 2.746 1.447 0,011 2.515 0.013 0,013 0,13 PR~ "UBM'-' L RE~' 2 O~.) I fi~, 1030 OAO% 83,60"10 0.013 2.759 lA58 0.011 2.528 0,013 0,013 0,13 0,04 7,65 2949 l04b 0.40% 84.00% 0,013 2,772 1.469 0,011 2.541 0,013 0,013. 0,13 004 vlAR f6j5 2009 2957 1050 0.40% 84.40% 0,013 2.785 1.480 0,011 2.554 0,013 0.013 0,13 0.04 7,67 2965 . . 24-Hour SCS Type lA Design Storm - 2 Year Incremental Cumulative Rainfall Inere. Rainfall Accum. Req'd Stor'g Req'd Stor'g Time distr. Rainfall Increment Rainfall Volln - peTe Vol 1n ~ perc min distr. inches inches c c 1060 0.40% 84.80% 0.013 2.798 1.491 0.011 2.568 0.013 0.013 0.13 0.04 7.68 2972 1070 0.40% 85.20% 0.013 2.812 1.502 0.011 2.581 0.013 0.013 0.13 0.04 7.69 2980 1080 0.40% 85.60% 0.013 2.825 1.513 0.011 2.594 0.013 0.013 0.13 0.04 7.69 2988 1090 0.40% 86.00% 0.013 2.838 1.525 0.011 2.607 0.013 0.013 0.13 0.04 7.70 2995 1100 0.40% 86AO% 0.013 2.851 1.536 0.011 2.620 0.013 0.013 0.13 0.04 7.71 3003 1110 0.40% 86.80% 0.013 2.864 1.547 0.011 2.633 0.013 0.013 0.13 0.04 7.72 3011 1120 0.40% 87.20% 0.013 2.878 1.558 0.011 .2.646 0.013 0.013 0.13 0.04 7.73 3019 1130 0.40% 87,60% 0.013 2.891 1.569 0.011 2.660 0,013 0.013 0.13 0.04 7.73 3026 1140 OAO% 88.00% 0.013 2.904 1.581 0.011 2,673 0.013 0.013 0.13 0.04 7.74 3034 . 1150 0.40% 88.40% 0.013 2.917 1.592 Oml 2.686 0.013 0.013 0.13 0.04 7.75 3042 1160 0040% 88.80% 0.013 2.930 1.603 0.011 2.699 0.013 0.0]3 0.13 0.04 7.76 3050 1]70 0.40% 89.20% 0.013 2.944 1.614 0.011 2.712 0.013 0.013 0.13 0.04 7.77 3057 1180 0.40% 89.60% 0.013 2.957 1.626 0.011 2.725 0.013 0.013 0.13 0.04 7.77 3065 1190 0.40% 90.00% 0.013 2.970 1.637 0.011 2.738 0.013 0.ill3 0.13 0.04 7.78 3073 1200 0.40% 90AO% 0.013 2.983 1.648 0.011 2.752 0.013 0.013 0.13 0.04 7.79 3081 1210 0.40% 90.80% 0.013 2.996 1.659 0.011 2.765 0.013 0.013 0.13 0.04 7.79 3088 ( 1220 0.40% 91.20% 0.013 3.010 1.671 0.011 2.778 0.013 0.013 0.13 0.04 7.80 3096 1230 . 0.40% 91.60% 0.013 3.023. 1.682 0.011 2.791 0.013 0.013 0.13 0.04 7.81 3104 1240 0.40% 92.00% 0.013.. 3.036 1.693 0.011 2.804 0.013 0.013 0.13 0.04 7.82 3112 1250 0.40% 92.40% 0.013 3.049 1.705 . 0.011 2.817 0.013 0.013 0.13 0.04 .7.82 3120 1260 0.40% 92:80% 0.013 3.062 1.716 oml 2.830 0.013 0.013 .0.13 0.04 7.83 3127 1270 0.40% 93.20% 0.013 3.076 1.727 0.011 2.844 0,013 0.013 0.13 0.04 7.84 3135 1280 0.40% 93.60% 0.013 3.089 1.739 0.011 2.857 0.013 0.013 0.13 0.04 7.84 3143 1290 0.40% 94.00% 0.013 3.102 1.750 0.011 2.870 0.013 0.013 0.13 0.04 7.85 3151 1300 0.40% 94.40% 0.013 3.115 1.762 0.011 2.883 0.013 0.013 0.13 0.04 H6 3159 1310 0.40% 94.80% 0.013 3.128 1.773 0.011 2.896 0.013 0.013 0.13 0.04 7.86 3167 1320 OAO% . 95.20% 0.013 3.142 1.784 0.011 2.909 0.013. 0.013 0.13 0.04 7.87 3175 i330 0.40% 95.60% 0.0l3 3.155 1.796 0.011 2.922 0.013 0.013 0.13 0.04 7.88 3182 1340 0.40% 96.00% 0.013 3.168 1.807 0.011 2.936 0.013 0.013 0.13 0.04 7.88 3190 1350 0.40% 96AO% 0.013 3.181 1.819 0.011 2.949 0.013 0.0l3 0.13 0.04 7.89 3198 1360 0.40% 96.80% 0.013 3.194 1.830 0.011 2.962 0.013 0.013 0.13 .0.04 7.90 3206 1370 0.40% 97.20% 0.0l3 3.208 1.842 0,011 2.975 0.013 0.013 0.13 0.04 7.90 3214 1380 0.40% 97.60% 0.013 3.221 1.853 0.011 2.988 0.013 0.013 "0.13 0.04 7.91 3222 1390 0.40% 98.00% 0.013 3.234 1.865 . 0.011 3.001 0.013 0.013 0.13 . 0.04 7.91 3230 1400 -0.40% 98AO% 0.0l3 3.247 1.876 0'-012 3.015 0.013 .0.013 0.13 0.04 7.92 3238 1410 0:40% 98.80% 0.013 3.260 1.888 0.012 3.028 O.OB 0.013 0.13 0.04 7:93 3246 1420 0.40% 99.20% 0.013 3.274 1.899 0.012 3,041 0.013 . 0.013 0.l3 0.04 7.93 3254 1430 0.40% 99.6Q% 0.013 3.287 1.911 0.012 3.054 0.013 0.013 0.13 0.04 7.94 3262 ]440 0.40% 100.0% 0.013 3.300 1.922 0.012 3.067 0.013 0.013 0.13 0.04 7.94 3270 PRE.SUBMlllAl REC'O MAR 1 7 2009 '-1.. . . EAST CONGREGATION OF JEHOV AB'S WITNESSES DEVELOPED CONDITION (5-year wiNo infiltration) Rain Garden IFull Buildout design area = 5135 sf total area = 75,900 1.74 (acres) design depth = 1.33ft pervious area = 20000 0.46 impervious area'= 55,900 1.28 Total storage per area & depth listed = 6845 cf Pervious CN - 86 S - 1.6279 O.2S - .0.3256 Peak Req'd Stora2e = 6851 cf 1m ervious CN = 98 S ~ 0.2041 O.2S ~ 0.0408 Peak Desi2D flowrate = . 0.65 cfs total depth rain Pt~ 3.8.(inches) MeaslITro permeability rate = * inIhr no infIltration used to calc dt~ 10 (min) Design Soil Perm~ality Rate 0.00 inlhr storage requirement Tv= 10 (min) W= 0.33333 percolati.on rate = . 0.00 cfs File No: 3820 D5-yr.qpw bypass rate = 0.00 cfs no pre-deve1aped rate used 03-16-09, MJK max outflow rate = 0.00 cfs 24-Hour SCS Type IA Design Storm - 5 Year PERVIOUS Incremental CurilUlative Rainfall Inere. Rainfall Accum. Accurn. Inerem. Total Design Req'd Stor'g Req'd Stor'g Time distr. Rainfall Increment Rainfall Runoff Runoff Runoff f1awrate Vol In - perc Vol In - perc mm distr. inches inches inches inches inches cfs c c 0 0 0 0 0 0 0 0 0 0 0 0 0 0 .10 0.40"10 0.40% 0.015 0.DI5 0.000 0.000 0.000 0.000 0.000 0.00 0.00 0,00 0 20 0.40% 0.80% 0.DI5 0.030 0.000 0.000 0.000 0.000 0.000 0.00 0.00 . 0.00 0 30 0.40% 1.20% 0.015 0.046 0.000 0.000 0.000 0.000 0.000 0.00 0.00 0.17 0 40 0.40%' 1.60% 0.015 0.061 0.000 0.000 0.002 0.002 0.001 0.01 '0.00 2.60 3 50 0.40% 2.00% 0,015 0.076 0.000 0.000 0.005 0.003 0.002 0.03 0.01 5.27 8 60 0.40% 2.40% 0.DI5 0.091 0.000 0.000 . 0.010 0.005 0.004 0.04 0.01 7.46 IS 70 0.40% 2.80% 0.015 0.]06 0.000 0.000 0.016 0.006 0.004 0.05 0.02 9.28 25 80 0.40% 3.20% 0.015 0.122 0.000 0.000 0.023 0.007 0.005 0.05 0.02 10.81 36 . 90 0.40% 3.60% 0.DI5 0.137 0.000 0.000 0.031 0.008 0.006 0.06 0.02 12.10 48 100 0.40% 4.00% 0.015 0.152 0.000 0.000 0.039 0.009 . 0.006 0.07 . 0.02 13.21 61 llO 0.50% 4.50% 0.019 0.171 0.000 0.000 . 0.051 0.01 I 0.008 0.09 0.03 17.84 79 120 0.50% 5.00% 0.019 0.190 0.000 0.000 0.063 0.012 0.009 0.10 0.03 19.10 98 130 0.50"10 5.50% 0.019 0.209 0.000 0.000 0.076 0.013 0.010 0.10 0.03 20.16 ll8 140 0.50"10 6.00% 0.019 0.228 0.000 0.000 0.090 0.014 0.010 0.11 0.04 21.07 139 ISO 0.50% 6.50% . 0.019 0.247 0.000 0.000 0.104 0.014 0.010 0.1 I 0.04 21.85 161 160 0.50% 7.00% 0.019 0.266 0.000 0.000 0.ll8 O.DI 5 .0.01 I 0.11 0.04 22.53 183 170 0.60% 7.60% 0.023 0.289 0.000 0.000 0.136 0.Oi8 0.013 0.i4 0.05 27.80 211 180 0.60% 8.20% 0.023 0.312 0.000 0.000 0.154 0.018 0.014 0.14 0.05 28.53 240 190 0;60% 8.80% 0.023 0334 0.000 0.000 0.173 0.019 0'014 0.15 0.05 29.19 269 200 0.60%' 9.40% . 0.023 0.357 0.001 0.001 0.192 0.019 0.014 0.15 0.05 30.02 299 210 0.60% 10.00% 0.023 0380 0.002 0,001 . 0.212 0.019 O.DI 5 0.15 0.05 30.83 330 220 0.60% .1p.60% . 0.023 0.403 0.003 0.002 0.231 0.020 0.015 0.16 0.05 31.57 361 '230 0.70% 11.30% 0.027 0.429 0.006 0.003 0.255 0.023 0.018 0.19 0.06 37.69 399 . 240 0.70% 12.00% 0.027. 0.456 0.010 0.003 .0.278 0.024 0.0]8 0.19 0.06 38.53 438 250 0.70% 12.70% 0.027 0.483 0.014 0.004 0.302 0.024 0.019 0.20 0.07 39.36 477 260 0.70% : 13.40% 0.027 0.509 0.019 0.005 0.326 0.024 0.019. 0.20 0.07 40.0] 517 270 0.70% 14.10% 0.027 0.536 0.024 0.005 0.350 0.024 0.019 0.20 0.07 40.66 558 280 0.70% ]4.80% 0.027 0.562 0.630 0.006 0.375 0.024 0.020 0.2] 0.07 41.26 599 290 . 0.82% 15.62%" '0:031 . 0.594' 0.038 0.008 0.404 0.029 0.023 0.25 0:08 49.05 . 648-- 300 0.82% 16.44% 0.031 0.625 0.046 . 0.009 0.433 0.029 0.024 0.25 0.08 49.76 698 310 0.82% 17.26% 0.031 0.656 0,056 0.009 0.462 0.029 0.024 0.25 0.08 50.42 .748 320 0.82% 18.08% 0.031 D.687 0.066 0.010 0.491 0.029 . 0.024 0.26 0.09 51.03 799' 330 0.82% 18.90% 0.031 0.718 6.076 0.011 0.521 0.029 0.024 0.26 0.09 51.59 851 340 0.82% ]9.72% 0.031 0.749 . 0.088 0.011 0.550 0.030 0.025 0.26 0.09 52,12 903 350 0.95% 20.67% 0.036 0.785. 0.101 0.014 0.584 0.034 0.029 0.31 o.io 61.01 964 360 0.95% 21.62%' 0.036 0.822 0.1]6 0.015 0.619 0.034 0.029 0.3] 0.10 61.63 1025 370 0.95% 22.57% 0.036 0.858 . 0.131 0.D15 0.654 0.035 0.030 0.31 0.10 62.20 1088 380 0.95% 23.52% 0.036 0.894 0.147 0.0]6 0.688 0.Q35 0.030 0.31 0.10 62.74 ll50 390 0.95% 24.47% 0.036 0.930 0.164 0.017 0.723 0.035 0.030 0.32 0.11 63.25 1211. 400 0.95% 25042% 0.036 0.966 0.181 0.0]7 0.758 0.035 0.030 0.32 0~1~ E.SU?~W ~AL mf7~'D 410 1.34% 26.76% 0.051 1.017 0.206 0.025 0.807 0.049 0.043 0.45 OrIS 90.63\ 1'3'68 420 1.34% 28.10% 0.051 1.068 0.232 0.026 0.857 0.049 0.043 0.46 0.15 M~~~~ 7 20L"4J9 430 1.34% 29.44% 0.051 .1.1 ]9 0.260 0.027 0.906 0.050 0.044 0.46 0.15 1552 . . 24-Hour SCS Type 1A Design StOnn - 5 Year Rainfall Inere. Rainfall Accum. Design Req'd Stor'g Req'd Stor'g Time distr. Rainfall Increment Rainfall flowrate Vol In - perc Vol In - perc min mstr. inches incheS efs (ef) e 44D 1.80% 31.24% '0.068 1.187 0.298 0.038 0.973 0.067 0.059 0.62 0.21 124.95 1677 450 1.80% 33.04% 0.068 1.256 0.338 0.040 1.040 .0.067 0.060 0.63 0.21 126.09 1803 460 3.40% 36.44% 0.129 1.385 0.417 0.079 "U67 0.127 0.114 1.20 0.40 240.92 2044 470 5.40% 41.84% 0.205 1.590 0.553 0.135 1.369 0.202 0.184 1.94 0.65 388.87 2432 480 2.70% 44.54% 0.103 1.693 0.624 0.071 1.470 0.101 0.093 0.98 0.;33 196.84 2629 490 1.80% 46.34% 0.068 1.761 0.673 0.049 1.538 0.068 0.063 0.66 0.22 131.99 . 2761 500 1.34% 47.68% 0.051 1.812 0.709 0.037 1.588 0.050 0.047 0.49 0.16 98.63 2860 510 1.34% 49.02% 0.051 1.863 0.747 0.037 1.638 0.050 0.047 0.49 0.16 98.93 2959 .520 1.34% 50.36% 0.051 1.914 0.784 0.038 1.689 0.050 0.047 0.50 0.17 99.21 3058. 530 0.88% 51.24% 0.033 1.947 0.809 0.025 1.722 0.033 0.031 0.33 0.11 65.30 3123 540 0.88% 52.120/0 0.033 1.981 0.834 0.025 . 1.755 0.033 0.031 0.33 0.11 65.41 3189 550 0.88% 53.00% 0.033 2.014 0.860 0.025 1.788 0.033 0.031 0.33 0.11 65.52 3254 560 0.88% 53.88% 0.033 2.047 0.885 0.025 1.821 0.033 0.031 0.33 0.11 65.62 3320 570 0.88% 54.76% 0.033 2.081 0.911 0.026 1.855 0.033 0.031 0.33 0.1] 65.72 3386 586 0.88% 55.64% 0.033 2.114 6.936 0.026 1.888 0.033 0.031 0.33 0.11 65.82 3451 590 0.88% 56.52% 0.033 2.148 0.962 0.026 1.921 0.033 0.031 0.33 O.ll 65.92 3517 600 0.88% .57.40% 0.033 2.181 0.988 0.026 1.954 0.033 0.031 0.33 0'-11 66.01 3583 610 0.88% 58.28% 0.033 2.215 1.015 0.026 1.987 0.033 ~. 0.031 0.33 0.11 66.10 3649 620 0.88% 59.16% 0.033 2.248 1.041 0.026 2.020 0.033 0.031 0.33 O.ll 66.18 3716 630 0.88% 60.04% 0.033 2.282 1.067 0.026 2.054 0.033 0.031 0.33 0.11 66.27 3782 640 0.88% 60.92% 0.033 2.315 1.094 0.027 2.087. 0.033 0.031 0.33 0.11 66.35 3848 650 0.72% 6I.64% 0.027 2.342 1.116 0.022 2.114 0.027 0.026 0.27 0.09 54.34 3903 660 0.72% 62.36% 0.027. 2.370 1.i38 . 0.022 2.141 0.027 0.026 0.27 0.09 54.40 3957 670 0.72% 63.08% 6.027 2.397 1.160 0.022 2.168 om7 0.026 0.27 0.09 54.45 4011 680 0.72% 63.80% 0.027 2.424 1.182 0.022 2.196 0.027 0.026 0.27 0.09 54.50 4066 690 0.72% 64.52% 0.027 2.452 1.204 0.022 2.223 0.027 0.026 0.27 0.09 54.54 _ 4120 700 0.72% 65.24% 0.027 2.479 1.226 0.022 2.256 0.027 0.026 0.27 0.09 54.59 4]75 710 0.72%" 65.96% 0,027 2.506 1.249 0.022 2.277 0.027 0.026 0.27 ,0.09 54,64 4230 720 0.72% 66,68% 0.027 2.534 1.271 0.022 2.304 0.027 0.026 0.27 0.09 54.68 4284 730 0.72% 67.40% 0.027 '2.56] 1.294 0.022 2.332 0.027 0.026 0.27 0.09 54.73 4339 740 0:72%. 68.112% 0.027 2.589 1.316 0.023 2.359 0.027 0.026 0.27 6.09 54.77 4394 750 0.72%- 68.84% 0.027 2.616 1.339 0023 2.386 0.027 0.026 0.27 0.09 54.81 4449 760 0.72% 69.56% 0.027 2.643 1.361. 0.023 2.413 0.027 0.026 0.27 0.09 54.85 4504 770 0.57% 70.13% 0.022 2.665 1.379 O.oJ8 2.435 0.022 0.021 0.22 . 0.07 43.45 4547 780 0.57% 70.70% 0.022 2.687 1.397 O.oJ8 2.456 0.022 0.021 0.22 0.07 43.48 4590 790 0.57% 71.27% 0.022 2.708 1.416 . 0.018 2.478 0.022 0.021 0.22 6.07 43.50 4634 . 800 0.57% 71.84% 0.022 2.730 1.434 0.018 2.499 0.022 0.021 0.22 0.07 43.53 4678 810 057% 72.41% 0.022. 2.752 1'.452 O.oJ 8 2.521 0.022 Om1 . 0.22 0.07 43.55 4721 820 0.57% 72.98% 0.022 2.773 . 1.470 0.018 2.543 0.022 0.021 0.22 0.07 43.57 4765 830 0.57% 73.55% 0.022 2.795 1.488 O.oJ 8 2.564 0.022 Om1 0.22 0.07 43.60 . 4808 840 057% 74.12% 0.022 2.817 1.506 0.018 2.586 0.022 0.021 0.22 . 0.07 . 43.62 4852 850 0.57% 74.69% 0.022 2.838 1.525 0.018 2.607 0.022 0.021 0.22 0.07 43.64 4895 860 .0.57% 75.26% 0.022 2.860 1.543 . 0.018 2.629 0.022 0.021 0.22 0.07 43.66 4939 870 0.57% 75.83% 0.022 2.882 1.561 0.018 2.650 0.022 6.021 . 0.22 0.07 43.68 4983 880 0.57% 76.40% 0.022 2.903 1.580 O.oJ 8 2.672 0.022 0.021 0.22 0.07 43.70 5027 890 0.50% 76.90% 0.019 2.922 1.596 0.016 2.691 0.019. 0.018 0.19 0.06 38.35 5065 . 900 -([50% . 17:40% .-- 0,019 2."41 1.612 -0.016 2.710 ~6.019 0:018 '0:19' 0:06 ~ . - 38:37 5103- 910. 0.50% 77.90% 0.0]9 2.960 1.628 ~ 0.016 2.729 0.019 0.018 0.19 0.06 38.39 5142 920 .0.50% 78.40% 0.019 2.979 1.645 0.016 2.748 0.019 0.018' 0.19 0.06 38.40 5180 930 0.50% 78.90% 0.019 2.998 1.661 0.016 2.766 : 0.019 0.018 0.19 0.06 38:42 52]8 940 0.50% 79.40% 0.019 3.017 1.677 0.016, 2.785 0.019 0.018 0.19 0.06 38.43 5257 950 0.50% 79.90% 0.019 }.036 1.694 0.016 2.804 0.019 0.018 0.19 0.06 38.44 5295 960 0.50% 80.40% 0.019 .3.055 1.710 0.916 2.823 6.019 0.018 0.19 0.06 38.46 5334 970 0.50% 80.90% 0.019 3.074 1.726 0.016 2.842 0.019 0.018 0.19 0.06 38.47 5372 980 0.50% 81.40% 0.019 3.093 1.743 0.016 2.861 0.019 0.018 0.19 0.06 38.49 5411 990 0.50% 81.90% 0.019 3.1ii 1.759 0.016 2.880. 0.019 0.0]8 0.19 0.06 38.50 .5449 1000 0.50% 82.40% 0.019 3.131 1.775 0.016 2.899 0.019 . 0.018 0.19 0.06 38.52 5488 1010 0.40% 82.80% 0.015 3.146 1.789 0.013 2.914 Om5 0.015. 0.15 ma5 . SUp-0.S2 rAl ~};~.'D 0.40% 83.20% ~N' '.. 1II~" ~ 1020 0.015 3.162 1.802 0.013 2.929 Om5 0.015 0.15 .05 ' 30.83 1030 0.40% 83.60% 0.015 3.177 1.815 0.013 2.944 om5 0.015 0.15 0.05 MA~84 7 20[~80 1040 0.40% 84.00% 0.015 3.192 1.828 0.013 2.960 0.Oi5 0.015 0.15 . 0.05 30.8'5 5 11 1050 0.40% 84.40% 0.015 3.207 1.841 0,013 2.975 0.015 0.015 0.15 0.05 30.86 5642 . . " 24-Hour SCS Type lA Design Stom - 5 Year IMPERVIOUS Rainfall mere. Rainfall Accum. Design Req'd Stor'g Req'd Storg Time distr. Rainfall InCrement Rainfall flowrate Vol in. pere VoJIn - pere mm e1istr. inches inches efs e e 1060 0.40% 84.80% 0,015 3.222 1.855 0.013 2.990 0.Q15 0.Dl5 0.15 6.05 30.86 5673 1070 0.40% 85.20% 0.015 3.238 1.868 0.013 3.005 0.Q15 .0.015 0.15 0.05 30.87 5704 1080 0.40% 85.60% 0.0]5 3.253 1.88] 0.013 3.020 0.015 0.015 0.15 0.05 30.88 5735 1090 OAO% 86.00% 0.015 3.268 1.894 0.013 3.035 0.Q15 0.Dl5 0.15 0.05 30.89 5765 1100 OAO% 86.40% 0.015 .3.283 1.908 0.013 3.050 0.Q15 0.015 0.15 0.05 30.90 5796 1110 0.40% 86.80% 0.015 3.298 1.921 0.013 3.066 0.Q15 0.015 0.15 0.05 30.90 5827 1120 0.40% 87.20% 0.015 3.314 1934 0.013 3.081 0.Q15 0.015 0.15 0.05 30.91 5858 ]130 0.40% 87.60% 0.015 3.329 1.948 0.013 3.096 0.015 0.Dl5 0.15 0.05 30.92 5889 1140 0.40% 88.00% 0.015 3.344 1.961 0.013 3.111 0.015 0.Dl5 0.15 0.05 30.93 5920 1150 OAO% 88.40% 0.015 3.359 1.974 0.013 3.126' 0.015 0.015 0.15 0.05 30.93 5951 1160 0.40%- 88.80% 0.Q15 3.374 1.988 0.013 3.141 0.015 0.Dl5 0.15 0.05 30.94 5982 1170 .0.40% 89.20% 0.015 3.390 2.001 0.613 3.156 0.015 0.015 0.15 0.05 30.95 6013 1180 0.40%,.. 89.60% 0.015 3.405 2.014 0.013 3.172 0.Q15 0.Q15 0.15 0.05 30.96 6044 1190 0.40% 90.00% '0.015 3.420 2.028 0.013 3.187 0.015 0.Q15 0.15 0.05 30.96 6075 1200 OAO% 90.40% 0.015 3.435 2.041 0.013 3.202 0.Q15 0.015 0.15 0.05 30.97 6106 1210 0040% 90.80% 0.015 3.450 2.055 0.013 3.217 0.Q15 0.Dl5 0.15 0.05 30.98 6137 1220 0040% 91.20% 0.015 3.466 :2.068 0.013 3.232 0.015 0,015 0.15 0.05 30.98 . 6168 1230 0.40% 91.60% 0.015 3.481 2.081 0.013 3247 0.Dl5 0.015 0.15 0.05 . 30.99 6199 1240 0.40% 92.00% . 0.015 3.496 2.095 0.013 3.262 0.015 0.015 0.]5 0.05 31.00 6230 1250 0.40% 92.40% 0.015 3.511 2.108 0.013 3.278 0.Q15 0.015 0.16 0.05 31.00 6261 1260 OAO% 92.80% 0.015 3.526 2.122 0.013 . 3.293 0.015 0.015 0.16 0.05 31.01 6292 1270 OAO% 93.20% 0.015 3.542 2.135 0.013 3.308 0.015 0.015 0.16 0.05 31.02 6323 1280 OAO% 93.60% 0.015 3.557 2.149 0.013 3.323 0.Q15 0.0]5 0.16 0.05 31.02 6354 1290 OAO% 94.00% 0.0]5 3.572 2.]62 0.013 3.338 0.0]5 0.015 0.]6 0.05 31.03 6385 1300. 0.40% 94.40% 0.015 3.587 2.176 0.014 3.353 0.015 0.Q15 0,16 0.05 31.04 6416 1310 0.40% 94.80% 0.Q15 3,602 2.189 0.014 3.369 0.015 0.015 0.16 0.05 31.04 6447 1320 0040% 95.20% 0.0]5 3.618 2.203 0.014 3.384 0.015 0.Dl5 0.16 0,05 31.05 6478 1330 0.40% 95.60% 0.Q15 3.633 2.216 0.014 3.399 0.015 .0.Dl5 0.16 0.05 31.06 6509 ]340 0.40% 96.00% 0.015 3.648 . 2.230 0.014 3.414 0.015 0.015 0.16 0.05 31.06 6540 1350 0040% 96.40% 0.015 3.663 2.243 0.014 3.429 0.015 0.Dl5 0.16 0.05 31.07 6571 1360 0.40% 96.80% 0.015 3.678 2.257 0.014 3.444 0.015 0.015 0.16 0.05 31.07 6602 1370 0.40% 97.20% 0.015 3.694 2.271 0.014 3.460 0.015 0.015 0.16 0.05 31.08 6633 1380 0.40% 97,60% 0.Q15 3.709 2.284 0.014 i.475 0.0]5 0.Dl5 0.16 0.05 31.09 6664 1390 0.40% 98.00% 0.015 . 3.724 2.298' 0.014 3.490' 0.Q15 0.015 0.16 0.05 31.09 6695 1400 0.40% 98.40% 0.015 3.739 2.311 0.014 3.505 0.Q15 0.015 0.16 . 0.05 31.10 6727 1410 0.40% 98.80% . 0.015 3.754 . 2.325 0.014 3.520 0.Q15 0.Dl5 0.16 0.05 31.10 6758 1420 0.400/0 99.20% 0.015 3.770 2.339 0.014 3.535 0.015 0.015 0.16 0.05 31.11 6789 -1430 0.40% 99.60% 0.Q15 3.785 2.352 0.014 3.550 0.015 0.015 0.16 0.05 (31.12 6820 1440 0040% 100.0% 0.Q15 3.800 2.366 0.014 3.566 0.015 0.015 0.16 0.05 31.12 6851 PRE.SUBMilTAL REC'D MAR 1 7 2009 , . . EAST CONGREGATION OF JEHOVAH'S WITNESSES DEVELOPED CONDITION (5-year wi Infiltration Rain Garden bottom width ~ bottom len<rth ~ bottom area (infiltration area) = I Full Buildout total area ~ 75,900 petvJ.ous area =" 20000 impervious area = 55,900 1.74 (acres) 0.46 1.28 Peak Rcq'd Storag-e = Pervious CN - 86 1m TVlous eN = 98 . Peak DesieD flowrate == drawdown time = 38 hr 0.65 cfs S - 1.6279 S ~ 0.2041 O.2S - 0.3256 O.2S = 0.0408 48.5 ft 93.5 ft 4535 sf 4259 cf tow depth rain Pt ~ 3.8 (inches) dt~ 10 (min) Tc~ 10 (min) File No: 3820 D5i-yr.qpw 03-16.09, ~ ~ 0.33333 SCS miriimum permeability Tate =i: 0.60 in/hr c Design Soil Pcrmcality Rate- 0.3000 in/hr percolation rate = 0.0315 cfs bypass rate == 0.0000 cfs max outflow, rate = 0.0315 cfs 24'Hour SCS Type 1A Design Stann - 5 Year PERVIOUS Rainfall mere. Rainfall. Accum. !nerem !nerem. Total Time "distr. Rainfall Increment Rainfall Runoff Runoff Runoff min distr. inches inches inches inches inches 0 0 0 0 0 0 0 0 0 0 0 10 0.40% 0.40% 0.015 0.015 0.000 0.600 l. 0.000 0.000 0.000 0:00 20 0.40% 0.80% 0.015 0.030 0.000 0.000 0.000 0.000 0.000 0.00 30 0.40% 1.20% 0.015.. . 0.046 0.000 0.000 0.000 0.000 0.000 0.00 40 0.40% 1.60% 0.015 0.061 0.000 0.000 0.002 0.002 0.001 0.01 50 0.40% 2.00% 0.015 0.076 0.000 0.000 0.005 0.003 0.002 0.03 60 0.40% 2.40% 0.015 0.091 0.000 0.000 0.010 0.005 0.004 0.04 70 0.40% 2.80% 0.Oi5 OJ06 0.000 0.000 0.016 0.006 0.004 0.05 80 0.40% 3.20% 0.015 0.122 0.000 0.000 0.023 0.007 0.005 0.05 90 OAO% 3.60% 0.015 0.137 0.000 0.000 0.031 0.008 0.006 0.06 100 0.40% 4.00% 0.015 0.152 0.000 0.000 0.039 0.009 0.006 0.07 110 0.50% 4.50% 0.019 0.17i 0.000 0.000 0.051 0.011 0.008 0.09 120 '0.50% 5.00% 0.019 0.190 0.000 0.000 0.063 0.012 0.009 0.10 130 0.50% 5.50% 0.019 0.209 0.000 0.000 0.076 0.0\3 0.010 0.10 140 0.50% 6.00% 0.019 0.228 0.000 0.000 0.090 0.014 0.010 0.11 150 0.50% 6.50% . 0.019 0.247 0.000 0.000 0.104 0.014 0.010 0.11 160 0.50% 7.00% 0.019 0.266 0.000 0.000 0.118 . 0.015 0.011 0.11 170 0.60% 7.60% 0.023 0.289 0.000 0.000 0.136 . 0.018 0.013 0.14 180 0.60% 820% 0.023 0:3J2. 0.000 0.000 0.154 0.018 0.OJ4 0.14 190 0.60% 8.80% 0.023 0.334 0.000 0.000 0.173 0.019 0.014 0.15 200 0.60"10 9.40% 0.023 0.357 0.001 0.001 0.192 0.019 0.014 0.15 210 0,60% 10.00% 0.023 0.380 0.002 0.001 0.212 0.019 0.015 0.15 220 0.60% 10.60% 0.023 0.403 0.003 0.002 0.231 0.020 0.Ql5 0.16 230 0.70% 1130% 0.027 0.429 0.006 0.003 0.255 0.023 0.018 0.19 240 0.70"10 12.00% 0.027 0.456 0.010 0.003 0278 0.024 0.018 0.19 250 0.70% 12.70% 0.027 . 0.483. 0.014 0.004 0.302 0.024 0.019 0.20 - 260 0.70% 13 .40% 0.027 0.509 0.019 0.005 0.326 0.024 0.019 0.20 270 0.70% 14.10% 0.027 0.536 0.024 0.005 0.350 0.024 0,019 0.20 c 280 0.70% 14.80% 0.027 0.562 0.030 0.006 0.375 0.024 0:020 0.21 290 0.8-2% - 15.62% .0.031' -'0.594 0.038 O,OOS- 0:404 0:029 0.023 0.25 300 . 0.82% 16.44% 0.031 0.625 0.046 0.009 0.433 0.029 0.024 0.25 310 0.82% 17.26% 0.031 0.656 0.056 0.009 0.462 0.029 0.024 0.25 320 0.82% 18.08% 0.03] 0.687 0.066 0.010 0.491 0.029 0.024 0.26 .330 0.82% 18.90% 0.031 0.718 . 0.076 0.011 0.521 0.029 0.024 0.26 340 0.82% 19.72% 0.031 0.749 0.088 0.011 0.550 0.030 0,025 0.26 350 0.95% 20.67% 0.036 0.785 0.101 0.014 0.584 0.034 0.029 0.31 360 0.95% .21.62% 0.036 0.822 0.116 0.015 0.619 0.034 0.029 0.31 370 0.95% 22.57% 6.036 0.858 0.i31 0.Ql5 0.654 0.035 0.030 0.31 380 0.95% 23.52% 0.036 0.894 0.147 0.016 0.688 0.035 0.030 0.31 390 0.95% 24.47% 0.036 0.930 0.164 0.017 0.723 0.035 0.030 0.32 400 0.95% 25.42% 0.036 0.966 0.18i 0.017 0.758 0.035 0.030 0.32 410 1.34% 26.76% .0.05] 1.017 . 0.206 0.025 0.807 0.049 0.043 0.45 420 1.34% 28.10% 0.051 1.068 0.232 0.026 0.857 0.049 0.043 0.46 430 1.34% 29.44% 0.051 1.119 0.260 0.027 0.906 0.050 0.044 0.46 scs min/2 using bottom area only no pre-de"veloped rate used ) Incremental Cumulative Req'd Stor'g Req'd Stor'g Vol In - pac Vol In - perc c c 000 0.00 0.00 0 0.00 0.00 0 0.00 0.00 0 0.00 0.00 0 0.01 0.00 0 0.01 0.00 0 0.02 0.00 0 0.02 0.00 0 0.02 0.00 0 0.02 0.00 0 0.03 6.00 0 0.03 0.20 0 0.03 1.26 1 0.04 2.17 4 0.04 2.95 7 0.04 3.63 10 0.05 8.91 19 0.05 9.64 29 ( 0.05 J 0.30 39 0.05 11.12 50 0.05 11.94 62 0.05 12.68 75 0.06 18.80 94 0.06 19.64 113 O.ot 20.41 134 0.07 21.11 155 0.07 21.77 . 177 0.07 22.37 199 0,08 30.16- - 229'- 0.08 30.86 260 0.08 31.52 291 0.09 32.13 324 0.09 32.70 356 0.09 33.23 390 0.10 42.11 432 0.10 42.73 474 0.10 43.31 518 0.10 43.85 562 0.11 44.35 fi!i..6 PR~.]g JBM~~'~!. REC'~ 0.15 71.74 -722 01~ AR FZ,.s6:~009 795 0.15 . 73.31 868 . . 2+HoUT SCS Type IA Design Storm. 5 Year IMPERVIOUS locremeotal Cumulative Rainfall Inere. 'Rainfall Accum. Increm. Total Req'd Stoeg Req'd Stoeg Time distr. Rainfall Rainfall Runoff Runoff Vol In - pe:c Vol In - perc min distr. inches inches) inches) c 446 1.80% 31.24% 0.068 1.187 0.298 0.038 0.973 0.067 0.059 0.62 0.21 106.05 974 450 1.80% 33.04% 0.068 1.256 0.338 0.040 1.040 0.067 0.060 0.63 0.21 ]07.19 1082 460 3.40% 36.44% 0.129 1.385 - 0.417 0.079 1.167 0.127 0.1]4 1.20 0.40 222.02 ]304 470 5.40% 41.84% 0.205 1.590 0.553 0.135 1.369 0.202 0.184 1.94 0.65 369.97 1674 480 2.70% 44.54% 0.103 1.693 0.624 0.071 1.470 0.101 0.093 0.98 0.33 177.94 1851 490 1.80% 46.34% 0.068 1.761 0.673 0.049 1.538 0.068 0.063 0.66 0.22 113.]0 1965 506 1.34% 47.68% 0.051 1.812 0.709 0.037 1.588 0.050 0.047 0.49 0.16 79.74 2044 510 1.34% 49.02% 0.051 1.863 0.747 6.037 1.638 0.050 0.047 0.49 0.16 80.03 2124 520 1.34% 50.36% 0.051. 1.914. 0.784 0.038 1.689 6.050 0.047 0.50 0.17 80.31 2205 . 530 0.88% 51.24% 0.033 1.947 0.809 0.025 1.722 0.033 0.031 0.33 0.11 46.40 225] 540 0.88% 52.12% 0.033 1.981 0.834 0.025 1.755 0.033 0.031 0.33 0.11 46.51 2298 550 0.88% 53.00% . 0.033 2.014 0.860 0.025 1.788 0.033 0.031 0.33 0.11 46.62 2344 560 0.88% 53.88% 0.033 2.047 0.885 6.D25 1.821 0,033 . 0.031 0.33 0.11 46.73 2391 570 0.88% 54,76% . 0,033 2.081 0.91i 0.026 1.855 0,033 0.031 0.33 0,11 46,83 2438 580 .0.88% 55.64% 0.033 2J14 0,936 0.026 1.888 0,033 0.031 0.33 0.11 46.93 2485 590 0.88% 56.52% 0.033 2.148 0.962 0.026 1.921 ' 0,033 0.031 0.33 0,11 47,02 2532 600 0.88% 57 AO% 6.033 2.181 0,988 0,026 1.954 0,033 0.031 0.33 0.11 47.11 2579 610 0:88% 58.28% 0.033 2,215 1.015 0.026 1.987 0.033 0.031 0.33 0.11 47.20 2626 620 0.88% 59.16% 0.033 2.248 1.041 0,026 2.020 0,033 0.031 0.33 0.11 47.29 2673. 630 0.88% 60.04% 0.633 2.282 1.067 '~0.026 2.054 0.033 0.031 '0.33 0,11 47.37 2721 640 0.88% 60.92% 0.033 2.315 1.094 0,6:h 2,087 0.033 0.031 0.33 0,11 47.45 2768 650 0.72% 61.64% ,0.027 2.342 . 1.116 0,022 2,114 ' 0,027 0.026 . 0.27 0.09 35.45 2804 660 0.72% .62.36% 0.027 2.370 1.138 0.022 2.141 0.027 0.026 0.27 0,09 35.50 2839 670 0.72% 63.08% 0,027 2.397 1.160 0.022 2,168 0,027 0.026 0.27 0.09 35.55 2875 680 0.72% 63.80% 0,027 2.424 1.182 0.022 2.196 0,027 0.026 0.27 0.09 35.60 2910 690 0.72% 64.52% 0.027 2.452 1.204 0,022 2,223 0.027 0.026 0.27 0.09 35,65 2946 70'0 0.72% 65.24% 0.027 2,479 1.226 0,022 2.250 0.027 0,026 0.27 0.09 35.70 2982 710 0.72% 65,96% 0,027 2.506' 1.249 0,022 2.277 0.027 0.026 0.27 0.09 35.74 3017 no 0.72% 66.68% 0.027 2.534 1.27] 0.022 2.304 0,027 0.026 0.27 0.09 35,79 3053 730 0.72% 67.40% 0.027 . . 2.561 1.294 0,022 2.332 0.027 0,026 0.27' 0.09 35.83 3089 740 0.72% 68.12% 0.027 2.589 1.316 0,023 2.359 0.027 0,026 0.27 0,09 35,87 3125 750 .0.72% 68,84% 0.027 2.6]6 1.339 0.OZ3 2.386 0.027 0,026 0.27 0.09 35.92 3161 760 0.72% 69.56% 0,027 2.643 1.36] 0,023 2.413 0,027 0.026 0.27 0.09 35.96 3197 770 0.57% 70.13% 0,022 2.665 1.379 0.0l8 2.435 0.022 0.021 0.22 0.07 24.56 322i 780 0.57% 70.70% 0.022 2,687 1.397 0.018 2.456 0.022 0,021 0.22 0.07 24.58 3246 790 0.57% 71.27% ,0.022 2,708 1.416 0.018 2.478 0.022 0,021 0.22 0.07 24.61 3270 800 057% 71.84% 0.022 2,730 1.434 0.018 2.499 0.022 0,021 ' 0.22 0.Q7 24.63 3295 810 0.57% 72.41% 0.022 2)52 1.452 0.0l8 2,521 0.022 0.021 0.22 '0.Q7 24,65 3320 820 .0.57% 72.98% 0,022 2.773 1.470 0,018 2.543 0.022 6.021 0.22 0.Q7 . 24,68 3344 830 D.S?% 73.55% 0.022 2,795 1.488 0.018 2.564 0.022 0.021 0.22 0.07 24,70 3369 840 0.57% 74.12% 0.022 2.817 1.506 0.D18 2.586 0,022 0.021 ' 0.22 0.07 24.72 3394 850 0.57% 74.69% 0.022 2.838 1.525 0.018 2.607 0.022 0.021 0.22 0.Q7 24,75 3419 860 0.57% 75.26% 0.022 2,860 1.543 0.D18 2.629 0.022 0.021 0.22 0.Q7 24,77 3443 870 0.57% 75.83% 0.022 2.882 1.561 0.D18 2.650 0.022 0.021 0.22 0.Q7 24.79 3468 880 0.57% 76.40% . 0,022 2,903 1.580 O.D18 2,672 0.022 0.021 0.22 '0.07 24.81 3493 890 0.50% 76.90% 0,019 2.922 1.596 0,016 2,691 0.019 0.018 0.19 0.06 19.46 3512 900 . 6~59% 77.4OGio .. . 0:019 2941 1.6i1 ' . 001'6 2,710 .. 0~(H9 . , '0~(f]8 0.19' 0.06 . 19:47 . 3532 910 0.50% 77.90% 0.019 2.960 1.628 0,016 2,729 0.019 0.018 0.19 0.06 19.49 3551 920 0.50% 78.40% 0,019 2.979 1.645 0,016 2,748 0.019 0,018 0,19 0.06 19,5] 3571 930 0.50% 78 .90% 0,0]9 2,998 1.661 0.016 2.7"66 0.019 0.018 0,19 0.06 i9.52 3590 940 ,0.50% 79.40%' 0,019 3,017 1.677 0.0]6 2.785 0.019 0.018 0.19 0.06 19.54 3610 950 0.50% 79.90% 0.019 ' 3,036 1.694 0.016 2.804 0.019 0.018 0.19 0,06 19.55 3629 960 0.50% 80.40% 0,019 3.055 1.710 0,016 2.823 0.019 0,018 0.19 0.06 19,56 3649 970 0.50% 80.90% 0,019 3.074 1.726 0.016 2.842 0.019 0.018 0.19 0,06 19.58 3669 980 0.50% 81.40% 0,019 3.093 1.743 0.016 2.861 0.019 0.018 0.19 0,06 19.59 3688 990 0.50% 81.90% 0.019 3,112 1.759 0,016 2,880 0.019 0.018 0,19 0.06 19.61 3708 .1000 0.50% 82,40% 0.019 3,131 1.775 6.016 2,899 0.019 0,018 . 0.19 0.06 19,62 3727 . 1010 0.40% 82.80% 0.015 3.146 1.789 0.013 2.914 0.D15 0.0l5 0.15 PREJ9'9~ MIIT.Ji[l'.9~ EC1Q739 1020 0.40% 83.20% 0.015 3.162 1.802 0.013 2,929 0,015 0,015 0,15 '0'05 '11\94 751 1030 0.40% 83,60% 0.015 3.177 1.815 0.013 2.944 0,015 0,0]5 0,15 p:05j> 1 711;~~ 9 3763 0.40% 8400% 0.015 1.828 ,6.013 2.960 0.015 "II)< 3775 1040 3.192 0.D15 0,15 O. 5 ]1":95 1050 0.'40% 84,40% 0.0l5 3,207 1.841 0.013 2.975 0.D15 0.015 0,15 0.05 11.96 3787 . . 24-Hour SCS Type 1A Design Storm - 5 Year Incremental Cumulative Rairifall Inere. Rainfall Accum. Req'd Stoeg Req'd Stoeg Time distr. Rainfall Rainfall Vol In - pere VolIn - pere min distr. e e 1060 O.40~ 84.80% 0.015 3.222 1.855 0.013 2.990 0.015 0.D15 0.15 0.05 11.97 3799 1070 0.40% 85.20% 0.015 . 3.238 1.868 0.013 3.005 0.015 0.D15 0.15 0.05 11.98 381t 1080 0.40% 85.60% 0.015 3.253 1.881 0.013 3.020 0.015 0.015 0.15 0.05 11.99 3823 1090 .0.40% 86.00% 0.015 3.268 1.894 0.013 . 3.035 0.015 0.D15 0.15 0.05 11.99 3835 1100 OAO% 86.40% 0.Dl5 3.283 1.908 0.013 3.050 0.015 0.015 0.15 0.05 12.00 3847 1110 0.40% 86.80% 0.Dl5 3.298 1.921 0.013 3.066 0.015 0.D15 0.15 0.05 12.01 3859 1120 0.40% 87.20% 0.015 3.314 1.934 0.013 3.081 0.015 0.D15 0.15 0.05 12.02 3871 1130 OAO% 87.60% 0.015 3.329 1.948 0.013 3.096 0.015 0.D15 0.15 0.05 12.02 3883 1140 OAO% 88.00% 0.015 3.344 1.961 0.013 3.111 0.015 0.015 0.15 0.05 n03 3895. 1150 0040% 88.40% 0.015 3.359 1.974 0.013 3.126 0.015 0.D15 0.15 0.05 12.04 3907 1160 OAO% 8880% 0.015 3.374 1.988 0.013 3.141 0.015 0.D15 0.15 0.05 12.05 3919 1170 OAO% 89.20% 0.015 3.390 2.001 0.013 3.156 0.015 0.015 0.15 0.05 12.05 3931 1180 0.40% 89.60% 0.015 3.405 2.014 0.013 3.172 0.015 0.015 0.15 0.05 12.06 3943 1190 0.40% 90.00% 0.015 3.420 2.028 0.013 3.187 0.015 0.015 0.15 0.05 12.07 3955 1200 0.40% 90.40% 0.015 3.435 2.041 0.013 3.202 0.Dl5 0.D15 0.15 0.05 12.08 3967 )210 0.40% 90.80% 0.015 3.450 2.055 0.013 3.217 0.D15 0.D15 0.15 0.05 12.08 3980 1220 0.40% 91.20% 0.D15 3.466 2.068 0.013 3.232 0.015 0.015 0.15 0.05 12.09 3992 1230 OAO% 91.60% 0.D15 3..481 2,081 0.013 3.247 0.D15 0.015 0.15 0.05 12.10 4004 1240 OAO% 92.00% 0.015 3.496 2.095 0.013 3.262 0.015 0.D15 0.15 0.05 12.10 4016 1250 OAO% 92.40% 0.015 3.511 2.108 0.013 3.278 0.015 0.015 .0.16 '0.05 12.11 4028 1260' OAO% 92.80% 0.015 3.526 2.122 0.013 3.293 0.015 0.D15 0.16 0.05 12.12 4040 1270 0.40% 93.20% 0.015 3.542 2.135 0.013 3.308 0.015 0.D15 0.16 0.05 12.12 . 4052 1280 OAO% 93.60% 0.015 3.557 2.149 0.013 3.323 0.015 0.D15 0.16 0.05 12.13 4064 1290 OAO% 94.00% 0.015 3.572 2.162 0.013 3.338 0.015 0.015 0.16 0.05 12.14 . 4076 1300 0.40% 94.40% 0.D15 3.587 2.176 0.014 3.353 0.015 0.015 0.16 0.05 12.14 4089 1310 OAO% 94.80% 0.015 3.602 2.189 0.014 3.369 0.015 0.015 0.16 0,05 12.15 4101 1320 ;OAO% 95.20% 0.015 3.618 2.203 0.014 3.384 0.015 0.015 0.16 0.05 12.16 4113 1330 OAO% 95.60% 0.015 3.633 2.216 0,014 3.399 0.015 0.D15 0.16 0.05 12.16 4125 1340 0040% 96.00% . 0.D15 3.648 2.230 0.Oi4 3.414 0.015 0.D15 0.16 0.05 12.17 4137 1350 OAO% 96.40% 0.015 3.663 2.243 0.014 3.429 0.015 0.D15 . 0.16 0.05 12.17 4149 1360 OAO% 96.80% 0.015 3.678 2.257 0.D14 3.444 0.015 0.D15 0.16 0.05 12.18 4162 1370 0.40% 97.20% 0.D15 3.694 2.271 0.014 3.460 0.015 0.D15 0.16 0.05 12.19 4174 1380 0.40% 97.60% 0.015 3.709 2.284 0.014 3.475 0.015 0.015 0.16 0.05 12.19 4186 1390 . O.40~ 98.00% 0.015 3.724 2,298 0.014 3.490 0.015 0.D15 0.16 0.05 12.20 4198 1400 OAO% 98.40%' 0.015 3.739 2.311 0.014 3.505 0.015 0.D15 0.16 0.05 12.20 4210 1410 0.40% 98.80% 0.015 3.754 2.325 0.014 3.520 0.015 0.D15 0.16 0.05 12.21 4223 1420 OAO% 99.20% 0.015 3.770 2.339 0.014 3.535 0.015 0.015 0.16 0.05 12.22 4235 1430 OAO% 99.60% . 0.015 3.785 2.352 0.014 3.550 0.015 0.D15 0.16 0.05 12.22 4247 1440 -0.40% 100.0% 0.015 3.800 2.366 0.014 3.566 0.015 0.D15 0.16 0.05 12.23 4259 PRE.SUBMlITAl REC'D MAR 1 7 2009 , . . EAST CONGREGATION OF JEHO\' AH'S WITNESSES DEVELOPED CONDITION (25-year wi No infiitration) Rain Garden IFull Buildout 1- design area = 5335 sf total area = 75,900 1.74 (acres) design depth = 1.75 pervious area = 20000 0.46 impervious area = 55,900 1.28 Total storage per area & depth listed = 9336 cf Pervious eN - 86 S - 1.6279 O.2S - 0.3256 Peak Req'd Storace = 8909 cf 1m ervious eN = 98 S,o 0.2041 0.2S ~ 0.0408 Peak Design flowratc = 0.84 cfs total depth rain Pt~ 4.8 (inches) Measured nermeabilitv rate = * inIhr no infiltration used to calc dt~ 10 (min) Design Soil Perineality Rate- 0.00 in/hr storage requirement TO'" 10 (min) w=' 0.33333 percolation rate = 0.00 cf, File No: 3820 D25-yr.qpw bypass rate = 0.00 cf, no pre-developed rate used 03-16-09, MJK max outflow rate = 0.00 cf, . 24-Hour SCS Type 1A Design Stonn - 25 Year PERVIOUS IMPERVIOUS Incremcntal Cumulative Rainfall" mere. Rainfall Accunl. Accum. Increm. Accum. Increm. Design Req'd Stor'g' Req'd Storg Time,.> distr. Rainfall Iricrement Rainfall Runoff Runoff Runoff Runoff f10wrate Vol I:h - perc Vol In - pere min distr:~ inches inches inches inches inches inches cIS c 0 0 0 0 0 0 0 0 0 0 0 0 0 0 10 0.40% 0.40% 0.019 0.019 0.000 0.000 0.000 0.000 0.000 0.00 0.00 0.00 0 20 0.40% 0.80% 0.019 . 0.038 0.000 0.000 0.000 0.000 0.000 0.00 0.00 0.00 0 30 0.40% 1.20% - 0.019 , 0.058 0.000 0.000 0.001 0.001 0.001 0.01 0.00 1.98 2 40 0.400/0 1.60% 0.019 0.077 0.000 0.000 0.005 0.004 0.003 0.03 0.01 6.39 8 50 0.40% 2.00% 0.019 0.096 0.000 0.000 0.012 0.006 0.005 0.05 0.02 9.86. 18 60 0.40% 2.40% 0.019 0.115 0.000 0.000 . 0.020 0.008 0.006 0.06 0,02 12.61 31 70 0.40% 2.80% 0.019 0.134 0.000 0.000 0.029 0.010 0.007 0.D7 0.02 14.83 46 80 0.40% 3.20% 0.019 0.154 0,000 0.000 0.040 0.011 0.008 0.08 . 0.03 16.65 62 90 0.40% 3.60% 0.019 0,173 0.000 0.000 0.052 0.012 0.009 0.09 0.03 18.15 80 100 0.40% 4.00% 0.019 0.192 ,0.000 0.000 0.064 0.013 0.009 0.10 0.03 19.41 100 110 0.50% 4.50% 0.024 0.216 0.000 0.000 0.081 0.017 0.012 0.13 0.04 25.75 ]26 120 0.50% - 5.00% 0.024 0.240 0.000 0.000 0.098 0.Oi7 . 0.013 0.14 0.05 27.12 153 130 0.50% 5.50% 0.024 0.264 0.000 0.000 0.117 0.018 0.013 0.14 0.05 28.26 . ]81 140 0.50% -6.00% 0.024 0.288 0.000 0.000 0.135 0.019 0.014 0.]5 0.05 29.22 210 150 0.50% 6.50%- 0.024 0.312 0.000 0.000 0.155 0.019 0.014 0.15 0.05 30.03 240 160 0.50% 7.00% 0.024 0.336 0.000 0:000 0.]75 0.020 0.015 0.15 0:05 30.76 271 ]70 0.60% - 7.60% 0.029 0.365 0.001 0.001 0.199 om4 0.018 0.19 . 0.06 38.13 -309 180 0.60% 8.20% 0.029 0.394 0.003 0.002 0.223 0.025 .0.019 0.20 0.07 39.39 349 190 0.60% 8.80% ,0.029 0.422 0.005 . 0.003 0.249 .Om5 0.019 020 0.07 40.51 389 . 200 0.60% 9.40% 0.029 0.451 0.009 0.004 0.274 Om5 0.020 6.21 0.07 41.52 431 210 0.60% 10.0Q% 0.029 0.480 0.013 0.004 0.300 0.026 0.020 0.21 0.07 42.44 473 220 0.60% 10,60% 0.029 0509 0.019 0.005 0.326 0.026 0.021 0.22 0.Q7 43.28 516 230 0.70% 11:30% 0.034 0.542 0.025 0.007 0.357 0.031 0.024 0.26 0.09 '51.45 568 240 0.70% 12.00% 0.034 0.576 0.033 0.008 0.387 0.031 0.025 0.26 0.09 52.40 620 250 0.70% 12.70% 0.034 0.610 0.042 0.009 0.419 0.031 0.025 0.27. 0.09 53.26 673 260 0.70% 13.40% ' Om4 0.643 0.052 0.010 0.450 0.031 0.026 0.27 0.09 54.05 727 270 0.70% 14.10% 0.034 0.677 0.062 0.010 0.481 0.032 0.026 0.27 0.09 54.79 782 280 0.70% 14.80% 0.034 0.710 0.074 0.011 0.513 0.032 0.026 028 0.09 55,46 838 290 0.82% 15_62%- ([03]- 0.750 0.088 0:0)4 '0.550 0.037 O.OW 0.33 0.11 '65:76 . '903-' 300 0.82% 16.44% Om9 .0.789 0.103 0.015 0.588 0.037 0.032 0.33 0.11 66.55 970 310 0.82% 17.26% 0.039 0.828 0.119 0.016 0.626 0038 0.032 0.34 0.11 67.29 1037 320 0.82% ]8.08% 0.039 0.868 0.135 0.017 0.663 0.038 0.032 0.34 0.11 67.96 1105 330 0.82% 18.90% 0.039 0.907 0.153 0.Q18 .0.701 0.038 0.033 0.34 0.11 68.59 1174 340 0.82% 19.72% 0.039 0.947 0.17] 0.018 0.739 0.038 0.033 0.35 0.12 69.18 1243 350 0.95% 20.67% 0.046 0.992 0.194 0.022 0.783 0.044 Om8 0.40 0,13 80.83 1324 360 0.95% 21.62% 0.046 1.038 0.217 0.023 0.828 0.044 0.039 0.41 0.14 81.51 1405 370 0.95% 22.57% 0.046 1.083 0.241 0.024 0:872 0.044 0039 0.41 0.14 82.14 1488 380 0.95% 23.52% 0.046 1.]29 0.265 0.025 . 0.916 0.044 0.039 0.41 0.14 82.73 1570 390 0.95% 24.47% 0.046 1.175 0.291 0.026 0.961 0,045 0.040 0.42 0.]4 83.29 1654 400 0.95% 25.42% 0.046 1.220 0.317 0.026 1.005 0.045 0.040 0.42 014 )RE ~~!~, ~ITTAF3JEC'D 410 1.34% 26.76% 0.064 1.284 0.355 0.038 1.068 0.063 0.056 0.60 0.20 .J.I9!02 1.856 420 1.34% 28.10% 0.064 1.349 0.395 0.039 1.131 0.063 0.057 0.60 0.20 1i9A~ 1 7 if9~9 430 1.34% 29.44% 0.064 1.413 0.436 0.041 1.195 0.063 0.057 0.60 0.20 2" \1 1 O. 'r' . . Incremental Cumulative Design Req'd Stor'g Req'd Stor'g fl6\vrate Vol In - perc Vol In - pere ern e 24-Hour SCS Type 1ADesign Slorm - 25 Year Rainfall were. Rainfall Accum. Time distr. Rainfall Increment Rainfall min distr. inches 440 450 460 470 480 490 500 510 520 530 540 550 560 570 580 590 600 610 620 630 640 650' 660 670 680 690 700 710 720 730 740 750 760 770 780 790 800 810 820 830 840 850 860 870, 880 890 900 910 920 930 940 950 960 970 980 990 1000 1010 1020 1030 1040 1050 1080"10 31.24% 1.80% 33.04% 3.40% 36.44% 5AO% 41.84% 2.70% 44.54% 1.80% 46.34% 1.34% 47.68% 1.34% 49.02% 1.34% 50.36%' 0.88% 51.24% 0.88% 52.12% 0.88% 53.00% 0.88% 53.88% 0.88% 54.76% 0.88% 55.64% 0.88% 56.52% 0.88% 57.40% 0.88% 58.28% 0.88% 59.16% 0.88% 60.04% 0.88% 6Q.92% 0.72%, 61.64% 0.72% 62.36% O. nO;? 63.08% 0.72% 63,80% 0.72% 64.52% 0.72% 65.24% 0.72% 65.96% 0.72% 66.68% .0.72% 67.40% 0.72% 68.12% 0.72% 68.84% Q.72% 69.56% 0.57% 70.13% 057% 70.70% 0.57% 71.27% 0.57% 71.84% 0.57% .72.41 % 0.57% 72.98% 0.57% 73.55% 0.57% 74.12% 0.57% 74.69% 0.57% 75.26% 0.57% 75.83% 0.57% 76.40% 0.50% 76.90% 0.50% 77.40% 0.50% 77.90% 0,50% 78.40% 0.50% 78.90% 0.50% 79.40%' 0.50% 79,90% 0.50% 80.40% 0.50% 80.90% 0.50% 81.40% 0.50% 81.90% 0.50% 82.40% 0.40% 82,80% OAO% 83.20% 0.40% 83,60% 0.40% 84.00% 0.40% 84.40%- ,. 0,086 0,086 0.163 0.259 0.130 0.086 0,064 0,064 0.064 0,042 0.042 0,042 0,042 0.042 0,042 0,042 0,042 0.042 0,042 0,042 0.042 0,035 0.035 0.035 0.035 0.Q35 0.Q35 0.Q35 0.Q35 0.Q35 0.Q35 0.Q35 0.Q35 . 0,027 0.027 0,027 0,027 0,027 0.027 0.027 0.027 0.027 0.027 0.027 0.027 0.024 . . . 0.024 0,024 . 0,024 0.024 0.024 0.024 ' 0.024 0.024 0.024 . 0.024 0,024 0.019 0.019 0.019 0.019 0.019 1.500 1.586 1.749 2,008 2,138 2.224 2.289 2.353 2.417 2.460 2.502 2,544 2.586 2,628 2.671 2,713 2.755 2.797 2.840 2,882 2,924 , 2.959 2.993 3,028 3,062 3.097 3,132 3,166 3.201 3.235 3,270 3.304 3.339 3.366 3394 3,421 3,448 3.476 3.503 3.530 3.558 3,585 3,612 3,640 3,667 3.691 3715 3739 3.763 3,787 3,811 3,835 3,859 3883 3,907 3,931 3.955 3,974 3,994 4,013 4.032 4,051 0.492 0.550 0.664 0.855 0.955 1.022 1.073 1.124 1.176 1.210 1.245 1.280 1.314 1.349 1.384 1.419 1.455 1.490 1.526 1.562 1.598 1.627 1.657 1.686 1.716 1.746 1.776 . 1.806 1.836 1.866 1.896 1.926 1.956 1.980 2,004 2,029 2.053 2.077 2,101 2.125' 2,150 2,174 2,198 2,223 2.247 2.268 2,290 2.311' 2.333 2.354 2.376 2.398 2.419 2,441 2.462 2.484 2.506 2.523 2.541 2.558 2.575 2.593 0,056 0.058 0,114 0.191 0.099 0.068 0,051 0.051 0,052 0.034 0.034 0.Q35 0.035 0.Q35 "0.035 0.Q35 0.035 0.036 0,036 0.036 0,036 0.029 0.030 0,030 0,030 0,030 0.030 0.030 0,030 0,030 0,030 0.030 0,030 0.024 0,024 0,024. 0.024 0.024 . 0.024 0.024 0,024 ,0,024 0.024 0,024 0,024 0.021 0.021 . 0.021 0.022 0.022 0.022 0.022 0.622 0,022 0.022 0,022 0.022 0.017 0,017 0.017 Om7 0,017 1.280 1.365 1.526 1.783 1.911 1.997 2,061 2,125 2,189 2.231 2.272 2,314 2.356 2.399 2.441 2,483 2.525 2.567 2,609 2.651 2.693 2.727 2,762 2.796 2,830 2.865 2.899 2,934 2,968 3.003 3,037 3.071 3,106 3,133 3,160 3,188 3.215 3.242 3.270 3.297 3.324 3.351 3.379 3.406 3.433 3.457 3.481 3,505 3.529 3.553 3,577 . 3.601 3.625 3,649 3,673 3.696 3,720 3.740 3,759 3,778 3,797 3.816 0,085 0.085 0.161 0.257 0.129 0,086 0,064 0,064 0,064 0,042 0.042. 0.042 0.042 0,042 0.042 0.042 0,042 0,042 0.042 .0.042 0,042 0.034 0,034 0.034 .0,034 0,034 0.034 0.034 0,034 0.034 0,034 0.034 0,034 0.027 0.027 0.027 0,027 0.027 0.027 0,027 0.027 0.027 0.027 ' 0.027 0.027 0,024 '0,024 0,024 0.024 0,024 0,024- 0024 0.024 0,024 0,024 0.024 0,024 0.019 0,019 0,019 0.019 0,019 0,077 0.078 0,149 0,239 0,121 0,081 0.060 0.061 0,061 0,040 0,040 0.040 0,040 0.040 0,040 0.040 0,040 0,040 0.040 0.040 0.040 0,033 0,033 0.033 , 0,033 '0.033 0,033 0,033 0.033 0.033 0,033 0.033 0.033 0.026 0.026 .0026 0,026 0,026 0.026 0.026 0,026 0,026 0,027 0,027 0,027 0.023 0.023 0.023 ,0.023 0,023 0,023 0,023 0,023 0.023 0.023 0,023 0.023 0,019 0.019 0.019 0,019 0,019 ,0,82 0.82 1.57 2.52 1.27 0,85 0.64 0.64 0,64 0.42 0,42 0,42 . 0,42 0.42 0,42 .0,42 0,42 0,43 0.43 0.43' 0.43 0.35 0.35 0.35 0.35 0.35 0.35 0,35 0.35 0.35 0.35 0.35 0.35 0,28 0.28 0.28 0.28 0.28 0.28 0.28 0.28 0.28 0,28 0,28 0,28 0.25 0:25' 0.25 0,25 0.25 0.25 0.25 0.25 0.25 0.25 0.25 0.25 0.20 0.20 0.20 0.20 0.20 0.27 i63.31 2260 0.27 164.52 2425 0,52 313.66 2738 0,84 504.67 3243 0.42 254,81 3498 0.28 170,66 3669 0.21 127.42 3796 0.21 127.72 3924 0.21 128,00 4052 0,14 84.21 4136 0.14 84,32 4220 0.14 84.43 4305 0,14 84.53 4389 0,14 84.63 4474 ,0,14 84,73 4559 0,14 84.82 4643 0.14 84.91 4728 0.14 85,00 4813 0,14 85.09 4898 0,14 85,17 4984 0.14 85.25 5069 0.12 69,81 5139 0.12 69,86 5209 0,12 69,91 5278 .0,12 , 69.95 5348 0.12 70,00 5418 0,12 70,05 5488 0.12 70,09 5559 0.12 70.14 5629 0,12 70,18 5699 0,12 70.22 5769 0,12 70,26 5839 0,12 70,30 5910 0,09 55,68 5965 0,09 ' 55,71 6021 0,09 55,73 6077 0.09 55.75 .6132 0.09 55,77 6188 0,09 55.80 6244 0,09 55,82 6300 0.09 55.84 6356 0.0955,86 6412 0.09 55,88 6467 0.09 55.90 6523 0.09 55.92 6579 , 0,08 49,07 6628 0,08 . 49,09 6677 0.08 49.10 6727 0,08 49,12 6776' 0.08 49.13 6825 0.08 49,14 6874 0.08 49,16 6923 0.08 49,17 6972 0.08 49.18 7021, 0.08 49.20 7071 0.08 49,21 7120 (i1'b1.SUE1~;j~ rAL RP~'D O~07 39.140 I . 7248 0.07 MAI{910 7 2007,287 0.07 39.4] 7327 0.Q7 39.42 7366 . . 24~Hour SCS Type IA Design Storm ~ 25 Year Incremental Cumulative Rainfall Incre. RainlaIl Accum. Design Req'd Stor'g Req'd Stor'g Time distr. Rainfall fncrement -Rainfall flowrate VolIn ~ pere Vol In - pere mm distr. inches inches cfs c 1060 0.40% 84.80% 0.019 4.070 2.610 0.017. 3.835 0.019 0.019 0.20 0.D7 39.43 7406 1070 0.40% 85.20% 0.019 4.090 2.628 0.017 3.854 0.019 0.019 0.20 0.07 39.44 7445 1080 OAO% 85.60% 0.019 4.109 2.645 0.017 3.874 0.019 0.019 0.20 0.D7 39.44 7484 1090 OAO% 86.00% 0.019 4.128 2.663 0.017 ~ 3 .893 0.019. 0.019 0.20 0.D7 39.45 7524 1100 0.40% 86.40% 0.019 4.147 2.680 0.017 3.912 0.019 0.019 0.20 0.07 39.46 7563 1110 0.40% 86.80% 0.019 4.166 2.698 0.017 3.931 0.019 0.019 0.20 0.D7 39.46 7603 1120 0.40% 87.20% 0.019 4.186 2.715 0.618 3.950 0.019 Om9 0.20 0.Q7 39.47 7642 1130 0.40% 87.60% 0.019 4.205 2.733 0.018 3.969 0.019 0.019 0.20 0.07 39.48 7682 1140 0.40% 88.00% 0.019 4.224 2.750 0.018 3.989 0.019 0.019 0.20 0.Q7 39.49 7721 1150 0.40% 88.40% 0.019 4.243 2.768 0.018 4.008 0.019 0.019 0.20 0.07 39.49 7761 1160 0.40% 88.80% 0.019 4.262 2.785 om8 4.027 0.019 0.019 0.20 0.07 39.50 7800 1170 0.40% 8920% 0.019 4.282 2.803 0.018 4.046 0.019 0.019 0.20 0.07 39.51 7840 1180 0.40%. 89.60% 0.019 4.301 2.820 0.018 4.065 00019 0.019 0.20 0.07 39.51 7879 1190 0.40% 90.00% 0.019 4.320 2.838 0.018 4.084 0.019 0,0]9 0.20 0.07 39.52 7919 1200 0.40% 90.40% 0.019 4.339 2.855 0.018 4.104 0.019 0.019 0.20 0.07 39.53 7958 1210 0.40% 90.80% 0.019 4.358 2.873 0.018 4.123 0.019 0.019 0.20 0.Q7 39.53 7998 1220 0.40% 91.20%, 0.019 4.378 2.891 0.018 4.142 0.019 0.019 0.20 0.D7 39.54 8037 1230 0.40% 91.60% 0.019 4.397 2.908 0.018 4.161... 0.019 0.019 0.20 0.D7 39.55 8077 1240 0.40% 92.00% 0.019 4.416 2.926 0.018 4.180 0.019 0.019 0.20 0.D7 39.55 8116 1250. 0.40% 92.40% 0.019 4.435 2.944 0.018 4.199 0.019 0.019 0.20 0.07 39.56 8156 1260 0.40% 92.80% 0:019 4.454 2.961 0.018 4.219 0.019 0.019 0.26 0.07 39.57 8196 1270 0.40% 93.20% 0.019 4.474 2.979 0.018 4.238 0.019 0.019 0.20 6.07 39.57 8235 1280 0.40% 93.60% 0.019 4.493 . 2.997 0.018 4.257 0.019 0.019 0.20 0.07 39.58 8275 1290 0.40% 94.00% 0.019 4.512 3.014 0.018 4.276 0.019 0.019 0.20 0.D7 39.58 8314 1300 0.40% 94.40% 0.019 4.531 3632 0.018 4.295 0.019 0.019 0.20 0.07 39.59 8354 1310 0.40% 94.80% 0.019 4.550 3.050 0.018 .4.314 0.019 0.0]9 0.20 0.07 39.60 8393 1320 0.40% 95.20% 0.019 4.570 3,067 0.018 4.334 0.019 0.019 0.20 0.07 39.60 8433. 1330 0.40% 95.60% 0.019 4.589 3.085 0.018 4.353 0.019 0.019 0.20 0.Q7 39.61 8473 1340 0.40% 96.00% 0.019 4.608 3.103 0.018 4.372 0.019 0.0]9 0.20 0.07 39.61 85]2 1350. 0040% 96.40% 0,019 4.627 3.i21 0.018 4.391 0.Oi9 0.019 0.20 0.07 39.62 8552 . 1360 0.40% 96:80% 0.019 4.646 3.138 0.018 4.410' 0.619 0.019 0.20 0.07 39.62 8592 1370 0.40% 97.20% 0.019 4.666 3.156 0,018 4.429 0.019 0.019 0.20 0.07 39.63 8631 1380 0.40% 97.60% 0.019 4.685 3.174 0.018 4.448 0.019 0.019 0.20 0.D7 39.64 8671 1390 0.40% 98.00% 0.019 4.704 . 3.192 0.018 4.468 0.019 0.019 0.20 0.07 39.64 8710 1400 0.40%' 98.40% 0.019 4.723 3.210 0.018 4.487 0.019 . 0.019 0.20 0.07 39.65 8750 1410 0.40% 98.80% 0.019 4.742 3.227 0.018 4.506 0.019 0.019 0.20 0.D7 39.65 8790 1420 0.40% 99.20% 0,019 4.762 3.245 0.018 4.525 0.019 0.019 0:20 0.07 39.66 "8829 1430 '0.40% 99.60% 0.019 4.781 3.263 Om8 4.544 0.019 0.019. 0.20 0.Q7 39.66 8869 1440 0.40% 100.0% 0.019 4.800 3.281 0.018 4.563 0.019 0.019 0.20 0.07 39.67 8909 PRE.SUBMITIAL REC'D MAR 1 7 2009 . . , EAST CONGREGATION OF JEHOVAH'S WITNESSES DEVELOPED CONDITION (25-year wi Infiltration 48.5 ft I Full Bui1dout 93.5 ft total area = 75,900 1.74 (acres) 4535 sf pervious area = 20000 0.46 impervious area ~ 55,900 1.28 Peak ReQ'd Stora2e = 6277 cf Pervious CN ~ 86 S - 1.6279 0.2S - 0.3256 Peak Desi~n flowrate = 0.84 cfs Im ervious CN ~ 98 S ~ 0.2041 O.2S ~ 0.0408 dniwdown time = 55 hr total depth rain Pt~ 4.8 (inches) SCS minimum .permeabilitv rate = 0.60 inIhr dt~ 10 (min) Design Soil Permeality.Rate- 0.3000 in/hr scs min/2 Tc= 10 (min) ~ 0.33333 percolation rate = 0.0315 cf, using bottom area only File No: 3820 D25i-yr.gpw bypass rate = 0.0000 cf, no pre-developed rate used 03-16.09, MJK Max outflow rate = 0.0315 cf, 24-Hour SCS Type lA Design Storm - 25 Year IMPERVIOUS Incremental Cumulative Rainfall Inere. Rainfall Accum. Inerem: Req'd Stor'g Req'd Stor'g Time distr. Rainfall IilcremeiJ.t Rainfall Runoff Volin - perc Vol In ~ perc mm distr. inches inches in~hes c c 0 0 0 0 0 0 0 0 0 0 0 0 0 0 10 OAO% 0.40% 0.019 0.019 0.000 0.000 0.000 0:000 0.000 0.00 0.00 0.00 0 20 0.40% 0.80% 0.019 0.038 0.000 0.000 0.000 0.000 0.000 0.00 0.00 0.00 0 30 0.40% 1.20% 0.019 0.058 0.000 0.000 0.001 0.001 0.001 0.01 0.00 0.00 0 40 0.40% 1.60% 0.019 0.077 0,000 0.000 0.005 0.004 '0.003 0.03 om 0.00 0 50 0.40% 2.00% 0.019 0.096 0.000 0.000 0.012 0.006 0.005 0.05 0.02 0.00 0 60 0.40% 2.40% '0.019 0.115 0.000 0.000 0.020' 0.008 0.006 0.06 0.02 0.00 0 70 0.40% 2.80% 0.019 0.134 0.000 0.000 0.029 0.010 0.007 0.07 0.02 0.00 0 80 0.40% 3.20% 0.019 0.154 0.000 0.000 0.040 0.011 0.008 0.08 0.03 0.00 0 90 0.40% 3.60% 0.019 0.173 0.000 0.000 0.052 0.012 0.009 0.09 0.03 0.00 0 100 0:40% 4.00% 0.019 0.192 0.000 0.000 0.064 0.013 0.009 0.10 0.03 0.52 1 110 0.50%" 4.50% 0.024 0.216 0.000 0.000 0.081 0.017 0.012 0.13 0.04 6.85 7 120 0.50% 5,00% 0.024 0.240 0.000 0.000 0.098 0.017 0.013 "0.14 0.05 8.22 16 130 0.50% 5.50% 0,024 0.264 0.000 0.000 0.117 0.018 0.013 0.14 0.05 0 ,9.36 25 140 0.50% 6.00% 0,024 0.288 0.000 0.000 0.135 0.019 0.014 0.15 0,05 10.32 35 150 0.50% 6.50% 0.024 0.312 0.000 0.000 0.155 0.019 0.014 0.15 0.05 11.13 46 160 0.50% 7.00% 0.024 0.336 0.000 0.000 0.175 0.020 0015 0.15 0.05 11.87 58 170 0.60% 7.60% 0.029 0.365 0.001 0.001 0.199 0.024 0018 .0.19 0.06 19.24 78 180 0.60% 8.20% 0.029 0.394 0.003 0.002 0.223 0.025 0.019 0.20 0.07 20.49 98 190 0.60% 8.80% 0.029 0.422 0.005 0.003 0.249 0.025 0.019 0.20 0.07 21.62 120 200 0.60% 9.40% 0.029 0.451 '0.009 0.004 . 0.274 0.025 0.020 0.21 0.07 22.63 142 210 0.60'>10 10.00% .0.029 0.480 0.Oi3 0.004 0.300 0.026 0.020 0.21 0.07 23.55 166 220 0.60% 10.60% 0.029 0.509 0.019 0.005 0.326 0.026 0.021 O.2i 0.07 24.38 190 230 0.70% 11.30% . 0.034 ' 0.542 0.025 0.007 0.357 0.031 0.024 0.26 0.09 32.56 223 .240 0.70% 12.00% 0,034 0.576 0.033 0.008 0.387 0.031 0.025 0.26 0,09 33.50 256 250 0.70% 12.70% 0.034 0.610' 0.042 0.009 0.419 0.031 0.025 0.27 0.09 34.37 291 260 0.70% 13.40% 0.034 0.643 . 0.052 0.010 0.450 0.031 0.026 0.27 0.09 35.16 326 270 0.70% 14.10% 0.034 0.677 0.062 0.010 I 0.481 0.032 0.026 0.27 0.09 35.89 362 280 0.70% 14.80% 0.034' 0.710 0.074 0.011 0.513 0.032 0.026 0.28 0.09 36.57 398 .' 290 0.82% 15~"62%- '0:039 . 0.750' 0:088 '0.014 0:550' 0.037' 0.031 0.33 0.11 46.87 . . -445" 300 0.82% 16.44% 0.039 0.789 0.103 0015 0.588 0.037 0.032 0.33 0.11 47.66 493 310 0.82% 17.26% 0.039 0.828 0.119 0.016 0.626 0.038 0.032 0.34 0.11 48.39 541 320 0.82% 18.08% 0.039 0.868 0.135 0.017 0.663 0.Q38 0.032 '0.34 0.11 49.07 590 330 0.82% 18.90% 0.039 0.907 0.153 0.018 0.701 0.038 0.033 0.34 0.11 49.70 640 340 0.82% 19.72% 0.039 0.947 0.171 0.018 0.739 0.038 0.033 0.35 0.12 50.28 690 350 0.95% 20.67% 0.046 - 0.992 0.194 0.022 0.783 0.044 0.038 0.40 0.13 61.93 752 360 0.95%. 21.62% 0.046 1.038 0.217 0.023 0.828 0.044 0.039 0.41 0.14 62.62 815 370 0.95% 22.57% 0.046 1.083 0.241 0.024 0.872 0.044 0.039 0.41 0.14 63.25 878 380 0.95% 23.52% 0.046 1.129 0.265 0.025 0.916 0.044 0.039 0.41. 0.14 63.84 942 390 0.95% 24.47% 0.046 1.175 0.291 0.026 0.961 0,045 0.040 0.42 PR0.14 UBM64J9, REdOO6 400 0.95% 25.42% 0.046 1.220 0.317 0.026 1.005 0.045 0.040 0.42 [l~ t~2'i! b 6iY 410 1.34% 26.76% 0.064 1.284 0.355 0.038 L068 0.063 0.056 0.60 0.20 100.12 1171 420 1.34% 28.10% 0.064 1.349 0.395 0.039 . 1.131 0,063 0.057 0.60 02Q lAR l:Ql '90 _009 1272 430 134% 29.44% 0.064 1.413 0.436 0.041 1.195 0.063 0.057 0.60 0.20 101.81 1374 . . 24--HoUT SCS Type lA Design Stonn- 25 Year PERVIOUS IMPERVIOUS Incremental Cumulative Rainfall Inere. Rainfall Accum. Increm. Accum. /nerem. Total Instant Req'd Storg Req'd Stor'g Time distr. Rainfall Increment Rainfall Runoff Runoff Runoff . Runoff flowrate Vol In ~ pere Vol In - perc min distr. inches inches inches) inches inches inches cfs c 440 1.80% 31.24% 0.086 1.500 0.492 0..056 1.280 0.085 0.077 0.82 0.27 144.41 1518 450 1.80% 33.04% 0.086 1.586 0.550 0.058 1.365 0.085 0.078 0.82 0.27 145.63 ]664 460 3.40% 36.44% 0.163 1.749 0.664 0.114 1.526 0.161 0.149 1.57 0.52 294.77 1959 470 5.40% 41.84% 0.259 2.008 0..855 0.191 1.783 0.257 0.239 2.52 0.84 485.77 2445 480 2.70% 44.54% 0.130 2.138 0.955 0.099 1.911 0.129 0.121 1.27 0.42 235.92 2681 490 1.80% 46:34% 0.086 2.224 1.022 0.068 1.99( 0.086 0.081 0.85 0.28 151.76 2832 500 1.34%" 47.68% 0.064 2.289 1.073 0.051 2.061 0.064 0.060 0.64 0.21 108.53 294] 510 1.34% 49.02% 0.064 2.353 1.124 0.051 2.125 0.064 0.061 0.64 0.21 108.82 3050 520 1.34% 50.36% 0.064 2.417 1.176 0.052 2.189 0.064 0.061 0.64 0.21 109.11 3159 530 0.88% 51.24% 0.042 2.460 1.210 0.034 2.231 0.042 0.040' 0.42 0.14 65.31 3224 540 0.88% 52.12% 0.042 2.502 1.245 0.034 2.272 0.042 0.040 0.42 0.14 65.42 3290 550 0.88% 53.00% 0.042 2.544 1.280 0.035 2.314 0.042 0.040 0.42 0.14 65.53 3355 560 0.88% 53.88% 0.042 2.586 1.314 0.035 2.356 0.042 0.040 0.42 0.14 65.64 3421 570 0.88% 54.76% 0.042 2.628 1.349 0.035 2.399 0.042 0.040 0.42 0.14 65.74 3486 580 0.880/0 55.64% 0.042 2.671 1.384 0.035 2.441 0.042 0.040 0.42 0.14 65.83 3552 590 0.88% 56.52% 0.042 2.713 1.419 0.035 2.483 0.042 0.040 0.42 0.14 65.93 3618 600 0.88% 57.40% . 0.042 2.755 1.455 0.935 2.525 0.042 0.040 0.42 0.14 66.02 3684 610 0.88% 58.28% 0.042 2.797 1.490 0.036 2.567 0.042 0.040 0.43 0.14 66.] 1 3750 620 0.88% 59.16% 0.042 2.840 1.526 0.036 2.609 0.042. 0.040 0.43 0.14 66.19 3817 630 0.88% 60.04% 0.042 2.882 1.562 0.036 2.65] 0.042 0.040 0.43 0.14 66.27 3883 J 640 0.&8% 60.92% 0.042 2.924 1.598 0.036 2.693 0.042 0.040 0.43 0.14 66.35 3949 650 0.72% 61.64% 0.035 2.959 1.627 0.029 2.727 0.034 0.033 0.35 0.12 50.91 4000 660 0.72% 62.36% 0.035 2.993 .1.657 0.030 2.762 0.034 0.033 0.35 0.12 50.96 4051 670 0.72% 63.08% 0.035 3.028 1.686 0.030 2.796 0.034 0.033 0.35 0.12 51.01 4102 680 0.72% 63.80% 0.035 3.062 1.716 0.030 2.830 0.034 0.033 0.35 0.12 51.06 4153 690 0.72% 64.52% 0.035 3.097 1.746 0.030. 2.865 0.034 0.033 0.35 0.12 51.11 4204 700 0.72% 65.24% 0.035 3.132 1.776 0.030 "2.899 0.034 0.033 0.35 0.12 51.15 4255 710 0.72% 65.96% 0.035 3.]66 1.806 0.030 2.934 0.034 0.033 0.35 0.12 51.20 4307 720 0.72% 66.68% 0.035 3.201 1.836 0.030 2.968 0.034 0.033 0.35 0.12 51.24 4358 730 0.72% 67.40% . 0.035 3.235 1.866 0.030 3.003 0.034 - 0.033 0.35 0.12 51.28 4409 740 0.72% 68.12% 0.035 3.270 1.896 0.030 3.037 0.034 0.033 0.35 0.12 51.33 4460 750 .. 0.72% 68.84% 0.035 3.304 1.926 0.030 3.071 0.034 0.033 0.35 0.12 51.37 4512 760 0.72%" 69.56% 0.035 3.339 1.956 0..030 3.106 0.034 0.033 0.35 0.12 51.4] 4563 770 0.57% 70.i3% 0.027 3.366 (980 0.024 3.133 0.027 0.026 0.28 0.09 36.79 4600 780 0.57% 70.70ro 0.027 3.394 2.004 0.024 3.160 0.027 0.026 0.28 0.09 36.81 4637 790 0.57% 71.27% 0.027 3.421 2.029 0.024 . 3.188 0.027 0.026 0.28 0,09 . 36.83 .4674 800 0.57% 71.84% 0.027 3.448 2..053 . 0.024 3.215 0.027 0.026 '0.28 0.09 36.86 471Q 810 0.57% 72.41% 0.027 3.476 2.077 0.024 3.242 0.027 0.026 0.28 0.09 36.88 4747 820 0.57% 72.98% 0.027 3.503 2.101 0.024 3.270 0.027 0.026 0.28 0.09 . 36.90 4784 830 0.57% 73.55% 0.027 3.530 2.125 0.024 3.297 0.027 0.026 0.28 0.09 36.92 4821 840 0.57% 74.12% 0.027 3558 2.150 0.024 3.324 0.027 0.026 0.28 0.09 36.95 4858 850 0.57% 74.69% 0.027 3,585 2.174 0.024 3.351 0.027 0.026 .. 0.28 0.09 36.97 4895 860 0.57% 75.26% 0.027 3.612 2.198 0.024 3.379 0.027 . 0.027 0.28 0.09 36.99 4932 870 0.57% 75.83% 0.027 3.640 2.223 0..024 3406 0,027 0.027 0.28 0.09 37.01 4969 880 0.57% 76.40% 0.027 3.667 2.247 0.024 3.433 0.027 0.027 0.28 0.09 37.03 5006 890 0.50% 76.90% 0.024 3.691 2.268 0.021 3.457 0.024 "'. 0.023 0.25 0.08 30.18 5036 "900 0:5-0% 77.40% . 0.024 3.7]5 2:290 0:021' 3.481' '"0.024 0.023 0:25 . 0:08 . 30.19 5066' 910 0.50% 77.90% 0.024 3.739 2.311 0.021 3.505 0.024 0.023 0.25 0.08 30.21 5097 920 0:50% 78.40% 0.024 3.763 2.333 0.022 3.529 0.024 0.023 0.25 0.08 30.22 5127 930 0.50% 78.90% 0.024 . 3.787 2.354 0..022 3.553 . 0.024 0.023 .0.25 0.08 30.23 5157 940 0.50% 79.40% 0.024 3.811 2.376 0.022 3.577 0.024 0.023 0.25 0.08 30.25 5187 950 0.50% 79.90% 0.024 3.835 2.398 0.022 3.601 0.024 0.023 0.25 0.08 30.26 5218 960 0.50% 80.40% . 0.024 3.859 " 2.419 0.022 3.625 . 0.024 0.023 0.25 0.08 30.28 5248 970 0.50% 80.90% 0.024 3.883 2.441 0022 3.649 0.024 0.023 0.25 0.08 30.29 5278 980 0.50% 81.40% '0.024 3.907 2.462 0.022 3.673 0.024 0.023 0.25 0.08 30.30 5309 990 0.50% 81.90% 0.024 3.931 2.484 0.022 3.696 0.024 0.023 0.25 0.08 30.32 5339 1000 0.50% 82.40% 0.024 3.955 2.506 0.022 3.720 0.024 0.023 0.25 0.08 30.33 5369 1010 0.40% 82.80% 0.019 3.974 2.523 0.017 3.740 0.019 0.019 0.20 PRr?Jt.1 BMiT9.ij REC53'9o 1020 0.40% 83.20% 0.019 3.994 2.541 0.017 3.759 0:019 0.019 0.20 0.07 20'50 ~ sk10 1030 0.40% 83.60% 0.019 4.013 2.558 0.017 3.778 0.019 0.019 0.20 ogJr R 12O,5~ 009 5431 1040 0.40% 84.00% 0.019 4.032 2.575 0.017 3.797 . 0.019 0.019 0.20 0.07 20'52 5451 1050 0.40% 84.40% 0.019 4.051 2.593 0.017 3.816 0.0]9 0.019 0.20 0.07 20.53 5472 . . 24--Hour SCS Type lADesign Storm - 25 Year Incremental Cumulative Rainfall Inere. Rainfall ACCUffi. . Req'd Stofg Req'd Stofg Time distr. Rainfall Increment Rainfall Volin - pere Va] In - pere 10m dlstr. inches inches e 1060 0.40% 84.80% 0.019 4.070 2.610 0.017 3.835 0.019 0.0]9 0.20 0.07 20.53 5492 1070 0.40% 85.20% 0.019 4.090 2.628 0.017 3.854 0.019 0.019 0.20 0.D7 20,54 5513 1080 0.40% 85.60% . 0.019 4.109 2.645 0.017 3.874 0.019 0.0]9 0.20 0.07 20.55 5533 1090 0.40% 86.00% 0.019 4.128 2.663 0.017 3.893 .0.019 0.019 0.20 0.07 20.56 . .5554 1100 0.40% 86.40% 0.019 4.]47 2.680 0.017 3.912 .0.019 0.019 0.20 0.07 20.56 5574 1110 OAO% 86.80% 0.019 4.166 2.698 0.017 3.931 0.019 0.019 0.20 0.D7 20.57 5595 1120 OAO% 87.20% 0.019 4.186 2.715 0.D18 3.950 0.019 '0.019 0.20 0.07 20.58 5616 ]130 0.40% 87.60% 0.019 4.205 2.733 0.0]8 3.969 0.019 0.019 0.20 0.07 20.58 5636 1140 0.40% 88.00% 0.019 4.224 2.750 0.018 3.989 0.019 0.019 0.20 0.07 20.59 5657 1150 0.40% 88.40% 0.019 4.243 2.768 0.0]8 4.008 0.019 0.019 0.20 0.07 20.60 5677 1160 0.40% 88.80% 0.019 4.262 2.785 0.018 4.027 0.019 0.0]9 0.20 0.D7 20.61 5698 1170 0.40% . 89.20% 0.019 4.282 2.803 0.D18 4.046 0.019 0.019 0.20 0.07 20.61 5719 1180 0.40"10 89.60% 0.019 4.30] 2.820 0.D18 4.065 0.019 0.019 0.20 0.D7 20.62 5739 1190 0.40% 90.00% 0.019 4.320 2.838 0.D18 4.084 0.019 0.019 0.20 0.07 20.63 5760 ]200 OAO% 90AO% 0.019 4.339 2.855 0.0]8 4.104 0.019 0.019 0.20 0.D7 20.63 5780 12]0 0.40% 90.80% 0.019 4.358 2.873 0.018 4.123 0.019 0.019 0.20 0.D7 20.64 5801 1220 OAO% 91.20% 0.019 4.378 2.891 0.018 4.142 0.019 0.0]9 0.20 0.07 20.65 5822 1230 0.40% ' 91.60% 0.019 4.397 2.908 0.D18 4.161 0.019 0.0]9 0.20 0.07 20,65 5842 1240 0.40% 92.00% 0.019 4.416 2.926 0.D18 4.180 0.019 0.019 0.20 0.D7 20.66 5863 1250 0.40% 92.40% 0.019 4.435 2.944 0.018 4.199 0.019 0.019 0.20 0.07 20.66 5884 1260 0.40% 92.80% 0.019 4.454 2.961 0.018 4.219 0.019 0.019 0.20 0.07 20.67 5904 1270 0.40% 93.20% 0.019 4.474 2.979 0.D18 4.238 0.019 0.019 0.20 0.07 20.68 5925 1280 0040% 93.60% 0.019 .4.493 2.997 0.018 4.257 0.019 0.019 0.20 0.07 20.68 5946 1290 OAO% 94.00% 0.019 4.512 3.014 0.018 4.276 0.019 0.019 0.20. 0.07 20.69 5966 1300 0040% 94.40% 0.019 4.531 3.032 0.D18 4.295 0.019 0,019 0.20 0.07 20.70 5987 1310 0.40% 94.80% 0.019 .4.550 3.050 0.0]8 4.3]4 0.019 0.019 0.20 0.07 20.70 6008 1320 0.40% 95.20% 0.019 4.570 3.067 0.018 4.334 0.019 0.019 0.20 0.07 20.71 .6029 1330 0.40% 95.60% 0.019 4.589 3.085 0.0]8 4.353 0.019 0.019 0.20 0.07 20.71 6049 1340 OAO% 96.00% 0.019 4.608 3.103 0.0]8 4.372 0.019 0.019 0.20 0.07 20.72 6070 1350 0.40% 96.40% 0.019 4.627 3.121 0.018 4.391 0.019 0.019 0.20 0.D7 20.72 6091 1360 OAO% 96.80% 0.019 4.64,6 3.138 0.018 4.410 0.019 0.019 0.20 0.D7 20.73 6111. . 1370 0.40% 97.20% 0.019 4.666 3.156. 0.018 4.429 0.019 0.0]9 0.20 0.D7 20.74 6132 1380 0.40% 97.60% 0.019 4.685 3.174 0.D18 4.448 0.019 0.0]9 0.20 0.07 20.74 6153 1390 0.40% 98.00% 0.019 4.704 . 3.192 0.018 4.468 0.019 0.019 0.20 0.D7 20.75 6174 1400 . 0.40% 98.40% 0.019 4.723 3.210 0.D18 4.487 0.019. 0.019 0.20 0.07 20.75 6194 1410 .9.40% 98.80% 0.019 4.742 3.227 .0.018 4.506 0.019 0.019 0.20 0.07 20.76 6215 1420 0.40% 99.20% 0.019 4.762 3.245 0.018 4.525 0:019 0.019 0.20 .0:07 .20.76 . 6236 ]430 OAO% 99,60% 0.019 4.781 3.263 0.D18 4.544 . 0.019 0.019 0.20 0,07 20..77 6257 1440 OAO% 100.0% 0.019 4.800 . 3.281 0.018 4.563 0.019 0.019 0.20 0.D7 20.77 6277 PRE-SUBMlTTALREC'D MAR 1 7 Z009 'e e HYDROLOGIC CALCuLATIONS FOR CONVEYANCE SY51TEM SIZING Rational Method . PRE.SUBMiTIAL ~EC'D. . MAR 1 7 ZOOll PROJECT 5; sf 0.-.-r'1~k~.... "SLVrt BY vV1TZ DATE c5!rfo!o'1 I I j-- I' ~'_T,. 1 1 r, ~,',-+ " " -~ '+w:t++ ' : , ,#t iiH+h+r I . J-Lfl+ti,,~-:t' :li,W-1.i 4 " , i tW-/,\, i 't-~l r-f-l +-; +, I '++-Rfff, + , ~ , 'I I L- -r- ," '+ T I 'TT I .. ~I I f-' r' , , ,E ,'+: I .1, -t ' + M=6 +' , "- I I I I , -'fJ ':",J.t:IS~!' ~ .~-+-- . (). _~/ ~~i i~ 1 .. . .~ -::I 1 ~$jzf ~ 5@ 'I ',-lJb I, I I 'I c.J. I -A -4;-J. j- .--' " .J +-1 i .'{),J,;, l- , ~ ,I -~e u7 ~& oS I -'(p , ~ ! ",,' '~&, '" ~,I 'i-3 1 H ~&.' <@ i-j , ,- f- POAGE ENGINEERING & SURVEYING, INC. P.O, Box 2527. Eugene, OR 97402.0152 (990 Obie Street) (541) 485,4505. FAX (541) 485-5624 -r='lT C .'+ II ~ I, " , " "T -:6 l!.., ,I 1 ,,2f@ 1 I I .1 , '=FHf'r -L' IT I "=R= m " I _ic:... , . IT / 'j,' .J ,'IT ++-, c I 1 r! , . 'Th+- II I" JOB NO. 38~O PAGE / OF ...!.......... . Pipe 1 Worksheet for Circular Channel Project Description Project File Worksheet Flow Element 'Method Solve For f:\projects\haestad\flowmaster files\3820stm1.fm2 Pipe 1 Circular Channel Manning's Formula Channel Depth Input Data Mannings Coefficient Ch'annelSlope Diameter . Discharge 0.011 0.007000 flIlt 6.00' in 0.50 cfs. Results Depth 0.37 It Flow Area 0.16 It' Wetted Perimeter 1.04 It Top Width 0.44 It Critical Depth 0.36 It Percent Full 74.26 Critical Slope . 0.007516 flIlt Velocity . 3.20 flIs Velocity Head 0.16 ft 0 Specific Energy 0.53 It Froude Number 0.94 Maximum Discharge 0.60 cfs Fulmow Capacity . 0.55 cfs Full Flow Slope 0.005686 fUft Flow is subcritical. 03/16/09 10:46:54 AM . PRE.SUBMIlTAL REC'D MAR 1 7 2009 Haestad Methods, Inc. 37 Brookside Road Waterbury, CT 06708 (203) 755-1666 FlowMaster vS.13 Page 1 of 1. . Pipe 2 Worksheet for Circular Channel Project Description Project File Worksheet Flow Element Method Solve For. f:lprojectslhaestadlfiowmaster filesl3820stm1.fm2 Pipe 2 Circular Channel Manning's Formula Channel Depth I nput Data Mannings Coefficient Channel Slope Diameter Discharge 0.011 0.005000 ftIft 10.00 in .1.00 cfs Results' Depth Flow Area Welted Perimeter Top Width Critical Depth Percent Full Critical Slope Velocity Velocity Head Specific Energy Froude Number Maximu.m Discharge Full Flow Capacity Full Flow Slope Flow is supercritical. 03/16/09 10:51:39 AM 0.44 ft 0.29 ft' 1.35 ft 0.83 ft 0.44 ft 52.70 0.004815ft1ft 3.43 it/s 0.18 ft 0.62 ft 1.02 1.97 cfs 1.83 cfs 0.001492 ftIft . r Haestad.Meth6ds, Inc. 3TBrooksideRoad Waterbury, CT 06708 (203),755~1_666 PRE-SUBMITTAL REC'D MAR 1 7 2009 FlowMaster v5.13 Page 1 of 1 . Pipe 3 . Worksheet lor Circular Channel , Project Description Project File Worksheet Flow Element Method Solve For I:\projects\haestad\fiowmaster files\3820stm 1. 1m2 Pipe 3 Circular Channel Manning's Formula Channel Depth I nput Data Mannings Coefficient Channel Slope Diameter Discharge. 0.011 0.0100001t/ft 8,00 in O. n cfs Results. Depth Flow Area Wetted Perimeter. Top Width Critical Depth Percent Fuil Critical Slope Velocity . Velocity Head Specific Energy Froude Number . Maximum Discharge Full Flow Capacity Full Flow Slope . Flow is supercriticaL 03/16/09 11 :46:32 AM 0.33 ft 0.18 ft2 1.05 ft 0.67 ft OAO ft 50.25 0.005603 flIft 4.10 flIs 0.26 ft 0.60 ft 1A1 1.54 cIs 1A3 cIs 0.0025421t/ft . PRE-SUBMIllAl REC'D MAR 1 7 2009 Haestad Methods, Inc. 37 Brookside Road Waterbury, CT 06708 (203) 755-1666 FlowMaster v5.13 Page 1 of 1 . . DOWNSTREAM PUBLIC SYSTEM CAPACITY CHECK Santa Barbara Urban Hydrograph Method Spreadsheets & Supporting Documentation .J. e --; PRE-SUBMITTAL REC'D MAR 1 7 2009 . . . 24-cHouiSCS Type lADesign Storm-100 Year Incremental CUlllUlative Rainfall mere. Rainfall Accum. . Design Req'd Storg Req'd Stor'g Time dist!:. Rainfall increment Rainfall flowrate VolIn - perc VolIn - peTe min distr. inches inches cfs c 440 1.80% 31.24% 0.094 1.624 0.576 0.064 1.403 0.092 0.085 0.89 0.30 178.72 2499 450 1.80% 33.04% 0.094 1.718 0.642 0.066 1.495 0.092 0.085 0.90 0.30 179.95 2679 460 3.40% 36.44% 0.177 1.895 .0.770 0.128 1.670 0.175 0.163 1.71 0.57 342.85 3021 470 5.40% 41.84% 0.281 2.176 0.984 0.214 1.949 0.278 0.261 2.76 0.92 551.07 3572 480 2.70% 44.54% 0.140 2.316 1.095 0.111 2.088 0.139 0.132 1.39 0.46 278.02 3850 490 1.80% 46.34% 0.094 . 2.410 .1.170 0.075 2.i81 0.093 0.088 0.93 0.31 186.13 4037 500 1.34% 47.68% 0.070 2.479 1.227 0.057 2.250 0.069 0.066 0.69 0.23 138.94 4176 510 1.34% 49.02% 0.070 2.549 1.284 0.057 2.319 0.069 0066 0.70 '0.23 '139.24 4315 1.34% , 4454 520 50.36% 0.070 2.619 1.341 0.057 2.389 0.069 0.066 0.70 0.23 139.52 530 0.88% 51.24% . 0.046 2.664 1.379 0.038 2.434 0.046 0.044 0.46 0.15 91.77 4546 540 0.88% 52.12% 0.046 2.710 1.417 0.038 2.480 0.046 0.044 0.46 0.15 91.88 4638 550 0.88% 53.00% 0.046 2.756 1.456 0.038 . 2.525 0.046 0.044 0.46 0.15 91.99 4730 560 0.88% 53.88% 0,046 2.802 1.494 0.038 2.571 0.046 0.044 0.46 0.15 92.09 4822 570 0.88% 54.76% 0.046 2.848 1.533 0.039 2.616 0.046 0.044 0.46 0.15 92.19 4914 580 0.88% 55.64% 0.046 2.893 1.571 0.039 2.662 0.046 0.044 0.46 0.15 92.29 5007 590 0.88% 56.52% 0.046 2.939 1.610 0.039 2.708 0.046 0.044 0.46 0.15 92.38 5099 600 0.88% 57.40% 0.046 2.985 1.649 0.039 2.753 0.046 '0.044 .0.46 0.15 92.47 5191 610 0.88% 58.28% 0.046 3.031 1.689 0.039 2.799 0.046 0.044 0.46 0.15 92.56 5284 620 0.88% 59.16% 0.046 3.076 1.728 0.039 2.844 0.046 0.044 0.46 0.15 92.64 5377 630 0.88%" 60.04% 0,046 3.122 1.768 0.040 2.890 0.046 0.044 0.46 0.15 92.72 5469 640 0.88% 60.92% 0.046 3.168 1.807 0.040 2.935 0.046 0.044 0.46 0.15 92.80 5562 650 0.72% 61.64% 0.037 3.205 1.840 0.033 2.973 0.037 0.036 0.38 0.13 75.98 5638 660 0.72% 62.36% 0.037 3.243 1.872 0.033 3.010 0.037 0.036 0.38 0.13 76.03 5714 670 0.72% 63.08% 0.037 3.280 1.905 0.033 3.047 0.037 0.036 0.38 0.13 76.08 5790 680 0.72% 63.80% 0.037 3.318 1.938 0.033 3.085 0.037 0.036 0.38 0.13 76.13 5866 690 0.72% 64.52% 0.037 3.355 1.971 0.033 3.122 0.037 0.036 0.38 0.13 76.18 5942 700 0.72% 65.24% 0.037 3.392 2.003 0.033 3.159 0.037 0.036 0.38 0.13 76.22 6019 710 '0.72% 65.96% 0.037 3.430 2.036 0.033 3.197 0.D37 0.036 0.38 0.13 76.27 6095 720 0.72% 66.68% 0.037 3.467 2.069 0.033 3.234 0.037 0.036 0.38 0.13 76.31 6171 730 0.72% 67.40% 0.037 3.505 '2.103 0.033 3.271 0.037 0.036 0.38 0.13 76.35 6248 740 0.72% 68.12% 0.037 3.542 2.136 0.033 3.309 0.037 0.036 0.38 0.13 76.39 6324 750 0.72% 68.84% 0.037 3.580 2.169. 0.033 3.346 0.037 0.036 0.38 0.13 76.43 6400 760 0.72% 69.56% 0.037 3.617 .2.202 0.033 3.383 0.037 0.036 0.38 0.13 76.47 6477 770 0.57% 70.13% 0.030 3.647 2.229 0.026 3.413 0.030 0.029 0.30 0.10 60.57 6537 780 0.57% 70.70% 0.030 3.676 2.255 0.026 3.442 0.030 0.029 0.30 0.10 60.59 6598 790 0.57% 71.27% 0.030 3.706 2.282 0.026 3.472 0.030 0.029 0.30 0.16 60.61 6659 800 0.57% 71.84% 0.030 3.736 2.308 0.027 3.501 0.030 0.029 0.30 0.10 60.63 6719 810 0.57% 72.41% 0.030 3.765 2.335 0.027 3.53\ 0.030 0.029 0.30 0.10 60.66 6780 820 0.57% 72.98% 0.030 3.795 2.361 0.027 3.561 0.036 0.029 0.30 0.10 60.68 6841 830 OS7% 73.55% 0.030 3.825 2.388 0.027 3.590 0.030 0.029 6.30 0.10 60.70 6901 840 0.57% 74.12% 0.030 3.854 2.415 0.027 3.620 0.030 0.029 0.30 . 0.10 60.72 6962 850 0.57% 74.69% 0.030 3.884 2.441 0.027 3.649 0.030 .0.029 0.30 0.10 60.74 7023 860 0.57% 75.26% 0.030 3.914 2.468 0.027 3.679 0.030 0.029 -0.30 0.10 60.76 ' 7084 870 0.57% . 75.83% 0.030 3.943 2.495 0.027 3.708 0.030 0.029 '0.30 0.10 60.78 7144 880 0.57% 76.40% 0.030 3.973 2.522 0.027 3.738 0.030 0.029 0.30 0.10 60.80 7205 890 0.50% 76.90% 0.026 3.999 2.545 0.024 3.764 0.026 0.025 0.27 0.09 53.35 7259 "900' ,0:50% 77.4D% - 0.026 4.025 . . 2.569 . 0.024 3.790. 0.026 0:025 . 0:27 0.09 53.36 7312 910. 0.50% 77.90% 0.026 4.051 2.592 0.024. 3.816 0.026 0.025 0.27 0.09 53.38 7365 920 0.50% 78.40% 0.026 4.077 2.616 0.024 3.842 0.026 0:025 0.27 0.09 53.39 7419 930 0.50% 78.90% 0:026 4.103 2.640 0.024 3.868 0.026 0:025 0.27 0.09 53.41 7472 940 0.50% 79.40% 0.026 4.129 2.663 0.024 3.894 0.026 0.025 0.27 0.09 53.42 7525 950 0.50% 79.9D% 0.026 4.155 2.687 0.024 3.920 0.026 0:025 0.27 0.09 53.43 7579 960 0.50% 80.40% 0.026 4.181 2.711 0.024 3.945 0.026 0.025 0.27 pO 09 SUB,53A5 ~L RG~ID 970 0.50% 80.90% 0.026 4.207 2.734 0.024 3.971 0.026 0.025 0.27 Q;m' 153i46 ..... 980 0.50%' 81.40% 0.026 4,233 2.758 0.024 3.997 0.026 0.025 0.27 0.09 53.47 . 7739 990 0.50% 81.90% 0.026 4.259 .2.782 0.024 4.023 0.026 0.025 0.27 0.09 MAR53149' . ZOO~7793 , 1000 0.50% 82.40% 0.026 4.285 2.806 0.024 4.049 0.026 0.025 0.27 0.09 53.50 7846 1010 0.40% 82.80% 0.021 4.306 2.825 0.019 4.070 0.021 0.020 0.21 0.07 42.81 7889 1620 0.40% 83.20% '6.021 4.326 2.844 0.019 4.091 0.021 ooio 0.21 0.07 42.82 7932 1030 0.40% 83.60% 0.021 4.347 2.863 0.019 4.1]2 0.021 0.020 0.21 0.07 42.82 7?75 1040 0.40% 84.00% 0.021 4.368 2.882 0.019 4.132 ..,0.021 o.oiO 0.21 0.07 42.83 8018 1050 0.40% 84.40% 0.021 A.389 2.901 0.019 4.153 0.021 0.020 0.21 0.07 42.84 8060 , . . . 24-Hour SCS Type lA Design Storm - 100 Year Incremental Cumulative Rainfall mere. Raillfall Accum. Design Req'd Storg Req'd Stor'g Time distr. Rainfall Increment Rainfall flowrate Vol In - pere Vol in - pere mm distr. inches inches cfs c cf) 1060 0.40% 84.80% 0.021 4.410 2.920 0.019 4.174 0.021 0.020 0.21 0.07 42.85 8103 1070 0.40% 85.20% 0.021 4.430 2.939 0.019 4.195 0.021 0.020 0.2] 0.07 42.85 8146 1080 0.40% 85.60% 0.021 4.451 2.958 0.019 4.215 Om1 0.020 0.21 0.07 42.86 8189 1090 0.40% 86.00% 0.021 4.472 2.977 0.019. 4.236 0.021 0.020 0.21 0.07 42.87 8232 1100 0.40% 86.40% 0,021 4.493 2.997 0.019 4.257 0.021 0.020 0.21 0.07 42.88 8275 1110 0.40% 86.80% 0.021 4.514 3.016 0.019. 4.278 0.021 0.020 0.21 0.07 42.88 8318 1120 0.40% 87.20% 0.021 4.534 3.035 0.019 . 4.298 0.021 0.020 0.21 0.07 42.89 8360 1130 0.40% 87.60% 0.021 4.555 3,054 0.019 4.319 0.021 0.020 0.21 0.07 42.90 8403 1140 0.40% 88.00% 0.021 4.576 3.073 0.Oi9 4.340 0.021 0.020 0.21 0.07 42.90 8446 1150 0.40% 88.40% 0.021 4.597 3.093 0.019 4.361 0.021 0.020 0.21 0.07 42.91 8489 1160 OAO% 88.80% 0.021 4.618 3.112 0.019 4.381 0.021 0.020 0.21 0.07 42.92 8532 1170 0.40% 89.20% 0.021 4.638 3.131 0.019 4.402 0.021 0.020 0.21 0.07 42.92 8575 1180 0.40% 89.60% 0.021 4.659 3.150 0.019 4.423 0.021 0.020 0.21 0.07 42.93 8618 1190 0.40% 90.00% 0.021 . 4.680 3.169 0.019 4.444 0.021 0.020 0.21 0.07 .42.94 8661 1200 0.40% 90.40% 0.021 4.701 3.189 0.019 4.464 0.021 0.020 0.21 0.07 42.94 8704 1210 0.40% 90.80% 0.021 4.722 3.208 0.019 4.485 0.021 0.020 0.21 0.07 42.95 8747 1220 0.40% 91.20% 0.02i 4.742 3.227 0.019 4.506 0.021 0.020 0.21 0.07 42.96 8790 1230 _ 0.40% ~ 91.60%. 0.021 4.763 3.247 .0.019 4.527 0.021 0.020 0.21 . 0.07 42:96 8833 1240 0.40% 92.00% 0.021 4.784 3.266 0.019 4.548 0.021 0.020 0.21 0.07 42.97 8876 1250 0.40% 92.40% 0.021 4.805 . 3.285 0.019 4.568 0.021 0.020 0.21 0.07 42.97 8919 1260 0.40% 92.80% 0.021 4.826 3.305 0,019 4.589 0.021 0.020 0.21 0.07 42.98 8962 1270' 0.40% 93.20% 0.021 4.846 3.324 0.019 4.610 . 0.021 0.020 0.21 0.07 42.99 9005 1280 0.40% 93.60% 0.021 4.867 3.343 0.019 4.631 0.021' 0.020 0.21 0.07 42.99 9048 1290 0.40% 94.00% 0.021 4.888 3.363 0.019 4.651 0.021 0.020 0.2] 0.07 43.00 9091 1300 0.40%-' 94.40% 0.021 4.909 3.382 0.019 4.672 0.021 omo 0.22 0.07 43.00 9134 1310 0.40% . 94.80% 0.021 4.930 3.401 0.019 4.693 0.02] 0.020 0.22 0.07 43.01 9177 1320 0.40% 95.20% 0.021 4.950 3.421 0.019 4.714 0.021 0.020 0.22 0.07 43.02 9220 1330 0:40% 95.60% 0.021 4.971 3.440 0.019 4.734 0.021 0.020 0.22 0.07 43.02 9263 1340 0.40% 96.00% 0.021 4.992 3.460 0.019 4.755 0.021 0.020 0.22 0.07 43.03 9306 1350 0.40%. 96.40% 0.021 5.013 3.479 0.019 4.776 0.021 0.020 0.22 0.07 43.03 9349 1360 0.40% 96.80% 0.021 5.034 3.498 . 0.019 4.797 0.021 0.020 0.22. 0.07 43.04 9392 1370 0.40% 97.20% 0.021 5.054 3.518 0.019 4.817 0.021 0.020 0.22 0.07 43.04 . 9435 1380 0.40% 97.60% 0.021' 5.075 3.537 0.019' 4.838 0.021 0.020 .0.22 0.07 43.05 9478 1390 0.40% 98.00% 0.021 5.096 3.557 0.019 4.859 0.021 0.020 0.22 0..07 43.05 9521 1400 0.40% 98.40% 0.021 5.117 3.576 0.019 4.880 omi 0:020 0.22 0.07 43.06 9564 1410 0.40% 98.80%' . 0.021 5.138 3.596 0.019 4.901 . 0.021 0.020 0.22 0.07 43.06 9607 i420 0.40% 99.20% 0.021 5.158 3.615 0.019 4.921 0.021 0.020 0.22 0.07 4H7 9650 1430 'OAO% 99.60% 0.021 5.179 3.635 0.019 4.942 0.021 0.020 0.22 '0.07 43.07 9693 1440 0.40% 100.0% 0.021 5.200 3.654 0.019 4.963 0.021 0.020 0.22 0.07 43.08 9736 PRE.SUBMiTTAL REC'D MAR 1 7 2009 , .. . . 18" public pipe Worksheet for Circular Channel Project Description Project File Worksheet Flow Element . Method Solve For 1:\projects\haestad\llowmaster files\3820stm1. 1m2 18" public pipe Circular Channel Manning's Formula Channel Depth Input Data Mannings Coefficient Channel Slope Diameter Discharge 0.011 0.001200 ft/It 18.00 in 0.07 CIs . Results Depth Flow Area Wetted Perimeter Top Width Critical Depth Percent Full Critical Slope Velocity. Velocity Head Specific Energy Froude Number Maximum Discharge Full Flow Capacity Full Flow Slope Flow is subcriticaL 0.13 It O.O~ It' 0.91 It 0.85 It 0.10 It 8.89 , 0.004642 ft/It 0,91 ft/s 0.01 It 0,15 It. 0.53 4.63 CIs 4.30 cIs 0.317984e-6ft/1t ~ 03/16/09 10:45:19 AM , PRE.SUBMITIAL REC'D MAR 1 7 2009 Haestad Methods, Inc. 37 Brookside Road. Water6"ury, CT 06708 (203) 755-1666 FlowMaster v5.13 Page 1 of 1