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Application APPLICANT 1/10/2011
'-,1 ", . , , "...~, " , . ,.,~. ;..: . i; :City of Springfield , Development Services. Qepartment 225 Fifth Street Spririgfie~di OR 97477 . Site Plan Review \"" .,'t ""'" . >_' ..".'...~S~.~I~. ~F'EL~;iiii"... . , ,;f:>>" ~.~ " .;:;: '''.6!.'' ' ",'t< ':~", ~",\:~.l;.:::......;. ; - :- , .( /. ,- ..' '.,'" . Fax: OIL. en 1 ">-_"_;{i<"...i.'~...", ,~~''''''_. A Com an : Fax: Address: qqO e.Ne.. '@IC- --~..>.""--",.",.>,...,,,. ."'., .-" ,-,_,~_",""';'--' """ '''-~,.,,,,,,,, ~ Pro ert Owner: FII!>T S,L/,JCt=lcP> Cr-,J'N3Cnflo.J~/::t~q' Phone: 641 7:J-(, 01]<) Com an ~rJ.tt6 IH 4601/'(;; Fax: Address: -..,~....,. . .,._'_"~r''''''''''''.''-''-_''',Y''..h .;-&"""">;......-I'+,''''''.'''"--".~...";,,,,...., ,.,' .,~"<...,.""~.,",._...-o..'..M;""_:._""'_:"'...H.'-'.~H;~ +--;.".."'",..&.,,,..'-0.,,.....' .~.~..~."""".:..-.-.~-.,.-.. .=""'"l'_~-'="'_,=___~.-".""""'''''''''''''''"c."'''''''':n'',.'''.'~ Size of Pro ert : Acres j(jI Pro dseCl Name of Pro"ect: ~()1'LC-V\ S uare Feet tJ 1'-' >"",-;'"..,-';.0, -,.c..-if'- .:_~.,.""~."'c._'I.~"'..0vv-.,""">,,._...,,""'.,_~-I'~~ .-'-__'" ,'''' ''''''~'.''''''C;:''~''-' .-" "g.:.,,,"""'"_"-":."'''i..''''.'''F-'"''"'';'.....c>,.~~.. ""', ',,,,,,,,,.%-I'..,,.",-,,,.,.'-~' -"-"''''--';'''', " ..~, ""'" -'I _ ~.,..'" ,'...",...:"......,." "-'''''-. Hi. ~. Description of Pro osal: If you are filling in this form by hand, please attach your proposal description to this application. " . 1.-0 , New 1m ervious Surface Covera Si natures: Please si rint . Gross Floor Area sf /,' Associated A lications: Si ns: Pre-Sub Case No.: 1R.E Il-OOOO2. Date: \ -10 -I \ Reviewed b Case No.: Date: PROJECT NUMBE A Technical Fee: $ 00 TOTAL FEES: lJ<r:'~J~'4~."ilo;..-i>li- Revised 11/19/09 .' , , '.'"\' 1 of 10 JAN 1 0 2011 Bv:_ . .. Owner Signatures . . This appli~~tion 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. . . " f Pre-Submittal Owner: I . The undersigned acknowledges that the information in this application is correct and (\ accurate for scheduling of the Pre- Submittal Meeting. If the applicant is not the owner, the owner hereby grants permission for the applicant to act in his/her behalf. I/we do hereby acknowledge that I/we are legally responsible for all statutory . timelines, information, requests and requirements conveyed to my representative. LP~Q. Signature / 7:t 0 i-OJ> I?t V 111 JI?- Print Date: /-10 -/1 Submittal I represent this application to be complete for submittal to the City. Consistent with the compl~teness 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 '. RECEiVED JAN 1 0 2011 8y:-;- Rev;'sed 11/19/09 .' PRE - Sl)BM.\~ 2 of 10 I spr_map - --- - - Page I ofl PRE11-00002~8-02-05-21 TL 8700 pre-t.bmittal Mtg (Site Tentative) East Congregation of Jehovah's Witnesses I- III o Z N 't III <: - ~,;.'<!:-- I- III o ~ M 't III ..I. ~1'" ,.'~ ", --- I- /j _--,f N A P IZ,E- 50 B ll\ l T\' ffl- "^--19 REC~~\/ED I- III -0 - JAN 1 0 2011 By: http://spifs020/mapguide2009/mapviewerphp/printablepage. php?SESSION=307d9248-0000-1 000... 1/11/20 II . . N(lJ 'JJl OLOl/ll/" lIlSII(l~ ~~ " II; ,!! ~ ~: rJ ~ I . . !j!w~e~ ~~ ;l; . I g., . . .;, g"'ffi~~~E5E5:;j ~~l'j~~ ~ I!!! !!lill'p,,,!,, .,.!~~~~ :>~~~",,,z,,,;J3 ~3lli",~~!j;S'~~w",~o~j! 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I i:S<;; 1)." ~! :~~ ~~ ~~g ~ g g~.~; ~ ~~~;!;B Sl"~~ ! ~S $~ i~ w~ ~~ "~ :'W'l< ~ 2~ ~~~ i?~ _ ~~ :ll~g ~~ ~~g~ ~ ig ~~~ ~~~ ~~ ~~~ ~~ :~:J~ ~,~~ '33"' ~i~ "1 1i'~.t 'C~ ~i:lw~ ~ !;!: l:!;;:~ "el:'~.<i ~r' ~~ :;~g!.l ::; w<> I,' '" ,1 "I r !ii' ; 1"1 ~1j~ ;~"l:~ ~~~ e,~ fJ~~~ ~ wl:!E "-Z);; l:'J"j :gl;; Z~'" id "'''0: ">-"]!l ~~g ~ ~ ~z ~6!O <<~ ~~:~ ~ ~~g; "r d! ,: d ~; ;':1 J m ill: !:j",l:'J- ~~\1l:'J 1);Sl1);~ ~ h~~ " "!"~ ~ '" . "":g:o<,'''O '" ~p: ...,< '" 2; g ~ :c:d;! ...... u.l ~b:"- Q -, ~;:~ -< u..,,,,,,,:> O::~O ~':8~ D Z ;:~~G ~- 9 Q~~~ ~ !~~ -<;'0.0 ~ o",~i!; - r.LJ ~ ~ f3 C;; z o U f-< '" < "' ;~ !! , to: tt~ ;~tlii~~ :;;~;i ~.,," "! ~.:; l~tJ~ ~ i:i~gi ~ Ii',;! ~ ~3~H~ ."'" Ilih':! ~ 2.,. + !:J ~ ; ~ I I ; II' ~ ~~i ~ =,- -'-'-'--= ~}f-'fi='~'~'~~-~ ~-' I ~~::! il~; ,I, " , .' ~In :! .' ,;;~ , I' ! .~~ ! ;;... k ~ ~~ ...'" , - , , . ~J ",,' Q ~"- ~ ~! ~<o 1-";<; <i) r:i~ , i . ~ ~L < ~ l; kla ~.... c:: ~g~~ ~ g~o~ ilZ f5<S::: ~ 8~€~ ~ ~~~8 o ;S::l",~ u 2; ~~ " ,~ ~ ~~ w ~e ~ i' '" ~~ ~ ~~ ~ o~ W ~~ ~ :!::;, {) ;.~ z f:l"'- W ",l'l W ~" o 01 <( .;'" o , ~ RECEI\fED JAN 1 0 2011 ~-};' :,;~~~\~ .. .. ,By: . ':60.( ~.;f<--.~'~~;'fi\:;'~~ii~\'~;j,';:'i;r~'~;~J!i0:~~i:j.St;,1~t;~,,~:~::'{.~ *~: <<{ ~,' ,,'r:,.:;ti,:; _ ,J ,:if.~. 0-: ~..'~.?i, ~ ... ::1.. <:(1 '::> \/l LlJ ~ . . TENTATIVE SITE PL~ . FOR EAST CONGREGATION OF JEHOV AHS WITNESSES' Map 18-02-05-21, Tax Lot 8700 APPLICATION NARRATIVE fA'5r.- ~.~~'<s\rJ'TN~ The property proposed for development is currently owned by Steve JaelmsR. The property currently has one single family dwelling on.it and three existing stora'ge sheds on site to be removed. . .., .' 1 ;' .' . . The subject property contains approximately 1.8 acres and is proposea to be improved with a 4,608 square foot building and an asphalt parking lot which will contkn approxiinately79 parking spaces. The Metro Plan designation and zoning classificatioA for this and all adjacent properties is LDR - Low Density Residential. The proposed developlnent will be constructed under the site plan review process. Proposed improvements will include approximately 34,000 of imperv.ious surface, Parking . . luminaires, 19,400 square feet oflandscaping and connection to existing utilities in South42od Street as shoWn on the Site Plan: The existing overhead power and se'rvicepcilewill be removed and the proposed buildingwill'be served with underground wire utilities. The water line will . connect to 'the site.via South 42nd Street The sanitary sewer line will tonnect to the site viathe.8 . inch line in S~uth 420d Street . . Those issues which may require a more detailed discussion are addressed as follows: Storm Sewer - Storm drainage for the proposed development will be hirected to new catch basins in the proposed parking lot~ . The new stormwater hydro-carbon sep'ar~tor catch basin$ wil}dtain" via new 1 0" pipes then discharge into a Raingarden for storage/Etreatment then to an existing 18" pipe whichdrairis to an existing manhole in South42~d Street. Th'e system was sized in ' accordance with the recently constructed improvements of 420d Street. . . . . . I . Soil types on the site (according to the SCS Soil Survey) are 90% Ma,labon Urban Lan:d Complex and 10% Cloquato SiltLoam. These units are mainly for urban development but, is also,us.ed for yards, parks and, open areas around and between buildings which will work well with post '. development conditions. . RECEI\/ED JAN 1 0 2011 By: '. I H~.p- JJb ~\Tf ~ / . . Streets _ This development will be served by one existing entrance wliich will be widened to 26 feet. One entrance will be removed as shown on the site plan from S6uth 42nd Street and the proposed entrance will be the existing southern driveway from South \42n~ 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 addredsed during. the :private improvement process. New trees shown on this plan will be included1during the private' , improvement proces~ and will be subject for review by City staff to fulfill and meet the City's Code and requirements for landscaping, . Parking - The proposed building for this site is to be 4,608 square feet as stated above: The primary assembly area is 2,484 sq. ft., Table 4.6-2 of the SDC requirds I parking space for each , . 100 sq. ft. of floor area which amounts to 25 spaces, the remainderofthe building is 2,124 sq. ft. and Table 4.6-2 of the SDC requires 1 parking space for each 200 sq. 1ft. of gross floor area which amounts to 12 parking spaces for a total of 47 parking spaces requirec,l by code. The applicant proposes a total'of74 parking spaces which exceeds the amount required per code. Parking required for' disabled.persons was determined using the Uniform Builaing Code which states I disabled space per 25 staIidard parking spaces. Since the proposed pal-king lot design'inchides 56 standard spaces and 18 compact spaces the applicant is required to hdve 3 disabled parking . , . . J - spaces, however the applicant has proposed 5 which exceeds the requirement. Finally, bicycle parking was determined using Table 4.6-3 of the SDC whereby I bicycle parking space is required for every 40 fixed seats in the main assembly area. The building is proposed to.contain 144 fixed seats. This translates to a requirement for 4 bicycle parking! spaces. The Site Plan. . indicates 8 bicycle parking spaces which exceeds the minimum requirements. Area of Future Expansion C The applicant is proposing to grade this portion ofthe propertyas to not adversely affect the neighboring properties and to allow natural v~getation to grow. Also as shown' on the site plan a 6" extruded curb will separate the parking arb from that area. iRECEIVED JAN 1 0 2011 BY': . . . I ~E:--Sl)6tvhIT;'\L./ FORM No. 961 - BARGAIN AND SALE DEED - STA RY FORM. STEVENS-NESSLAW PUBlISHING co.. PORTlAND. OR _.stBVllllSllllSS.com EOB .NO OF ANY STEVENS-NESS FORM WV I'l'" QI"PI;lf'\nllf":l=n IN AN Or:! RV ANY ELECTRONIC OR MECHANICAL MEANS. ~ Jehovah's Witnesses, East Congregation of Springfield, OR, 14\.G~.. ~_'.C_=ccc_c_____c=-___ ___0 Cc___~______________ ~51)--~--5Jc~~--------------------------------------- S-pringfi.e~d..__QR_.9.L4.7_8__________________ East Springrr~~e&~gFegation of J.ehovah-Ls---witne-sses-.---Inc~------------ Ccf{J~asc-cp~"i,ac,--d>I'.------------------ ~~~i~gTf~t!m~M,,;S..~-OIC~Tj478~- E'!'"'~~'f'f.~A~~): of Jehovah' W-HH!e-s-s-e-S-T--e~f{J--T-h{Jma-s--.pa"i-a-,--Jr-. 6c5l)--~.--,5~t;bc-l)t;Jr~--H-SU)------------------ ~j.t\.g-j[-i~JL~.--()Et--9~~7-El------------------- E"nUJ 'M- -""... _,a""'" _Is ,. _....."', "PI' , . ~pr~ngr~ela vong. or Jenovan Wl1:h-e~rs-e-s~---c-to-.nrofiias--l'1lV~il.-;--;:Jr: Er.5tl--~:--:51'tbr-{ltre-et--~"9{)---------------- Si>1r:trr~e1bdr;--{}Ft-"9-7ir1'8r------------------- Division of Chief Deputy Clerk lane County Deeds and Records 20w-mm Ilmllnllllllllllllllllllllllllllllllllllllllll $47,00 Ll1409672010001SB730010023 04/05/2010 09:48:23 AM RPR-DEED Cnt=1 Stn=1S CASHIER 05 $10.00 $11.00 $16.00 $10.00 SPACE RESERVED - .. FOR RECORDER'S USE aJ.lu.,.or-a;,---n;;c'.10Jn;;;rnr.::Ju-um"'II.n.II'I.n.V'..-..-oT<"-~- No. __________, Records of this County. Witness my hand and seal of County affixed. NAME TITLE By ______________________________________, Deputy. J ~hova:hi-~;Witn~s s e~-,B~S.IlJIfA~o~~g~lPif6WUb~y S~'Fingfield :O~'~go~':. Inc. _________~________________~________________________________________________________________________________________________,(Jrantor, conveys to _.E<H'tL.s.PX_!ng;U_e1.Q__C_Qng~"'g.~J;j.-QJLQf--.J~h9-Y-~h'-(i--Ri..t.C1.e_E1~"'_~_LJ:rr<;_,______________ ----------------------------------------------7---------------------------------------------------------------------------, (Jrantee. the following real property situated in ___!._"m~________________________ County, Oregon. to-wit: *** see Exhibit A on back *** (IF SPACE INSUFFICIENT, CONTINUE DESCRIPTION ON REVERSE) The true consideration for this conveyance is $__~cOcc____~______. (Here, comply with the requirements of ORS 93.030,) --------------------;;c--,J--------------------------------------------------------------------------------------------------------- DATED ___T.~L__~.LQ________________________; if a eorporate grantor, it has caused its name to be signed and its seal, if any, affixed by an officer or other person duly authorized to do so by. order of its board of directors, BEFORE SIGNING OR ACCEPTING THIS INSTRUMENT, THE PERSON TRANSFERRING . FEE TITLE SHOULO INQUIRE ABOUT THE PERSON'S RIGHTS, IF ANY, UNDER ORS L~. () . 195.300,195.301 AND 195.305 TO 195.336 AND SECTIONS 5 TO 11, CHAPTER 424,! \ .. OREGON LAWS 2007. THIS INSTRUMENT DOES NOT ALLOW USE OF THE PROPERTY !fu;Al, ~ . . DESCRIBED IN THIS INSTRUMENT IN VIOLATION OF APPLICABLE LAND USE LAWS AND - -- c--p-c.--~ -------;;---f------"T---~L'-,,----LOp----n REGULATIONS. BEFORE SIGNING OR ACCEPTING THIS INSTRUMENT, .THE PERSON T oma.... _ cv~a .0. ~r/.. ~ or J :flO~ ,:,ll L Wl L.: __5 se s, ACQUIRING FEE TITLE TO THE PROPERTY SHOULO CHECK WITH THE APPROPRIATE Eas t COClgrega L 10n or Spr1"gJ:1eld, Or"g"" CITY OR COUNTY PLANNING DEPARTMENTTO VERIFY.THATTHE UNIT OF LAND BEING T--::---.-r~---;--------------------------------------------- TRANSFERRED IS A LAWFULLY ESTABLISHED LOT OR PARCEL, AS DEFINED IN ORS P d'S 1o~nt I 92.010 OR 215.010, TO VERIFY THE APPROVED USES OF THE LOT OR PARCEL, TO DETERMINE ANY LIMITS ON LAWSUITS AGAINST FARMING OR FOREST PRACTICES, AS DEFINED IN ORS 30.930. AND TO INQUIRE ABOUT THE RIGHTS OF NEIGHBORING PROPERTY OWNERS, IF ANY, UNDER ORS 195.300, 195.301 AND 195.305 TO 195.336 AND SECTIONS 5 TO 11, CHAPTER 424, OREGON LAWS 2007.. STATE OF OREGON, County of 4-~-------------------------) ss. ~is instrument was acknowled~ before me on y.~-d..'-~-8-r'-r'-=={'-!L.E-''''''--o' by ___L___<)~----J?~~~14----~~-c----------------------- __1l---"~_ ____~_~_~_~~_ __ This instrument was acknowledged before me on ___________D.b_QJl,~..~_t_~__~______, by _____________________________________________________________________________________________________ as --------------.------------------------------------------------------------~-~JD-~~---------- OFFICIAL . -C1----------~-----------------mm. NOTAA~ __..:is::bJd-L__L~t;..~- . COMl.-'I8Slll:.l NO. 4$127. Notary Public for Oregon +-'!f'?: . !!J~flII!l:2S1SU:!ll! My commission expires _5:..::._.::'___~<2.}_~_____m_________ PUBUSHER'S NOTE: It using this form to convey real property subject to ORS 92..027, Include the required reference. PRE.-Su f::,M. IT\/\L-.- . . c EXHIBIT A LEGAL DESCRIPTION: Real property in the County of Lane, State of Oregon, described as follows: 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 17 SOUTH, RANGE 2 WEST OF THE WILLAMETTE MERIDIAN, 1827.1 FEET SOUTH 0003' 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 00 03' WEST ALONG THE CENTER OF SAID ROAD 300.00 FEET; THENCE. NORTH 890 10' WEST 437.12 FEET TO THE CENTER OF SAID COUNTY ROAD; THENCE NORTH 0003' EAST 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. ALSO EXCEPT THE PORTION CONVEYED TO THE CITY OF SPRINGFIELD LYING WITHIN SOUTH 42ND STREET, AS DESCRIBED IN THE BARGAIN AND SALE DEED RECORDED APRIL 7, 2005, RECEPTION NO. 2005-024322, OFFICIAL RECORDS, IN LANE COUNTY; OREGON. NOTE: THIS LEGAL DESCRIPTION WAS CREATED PRIOR TO JANUARY 01, 2008; . RECENEO j~l'\ 1 0 L~\\ 8)1:- - - 'PRE - ~ 0 e, 1\'\ ITT1\L..--- 7' """"m-_~""";:" JA:aa .t~l:W";H) i,WA'l .i.~!l'Jfi~ ~ti~t,1, ~!JHr"l~'~ 'f)t~\TC~t ~\~t~ .~1 ~\:~~!;iiW~ilZl ~M ,a~w.,a~'JM~~~Vf# FORM No. 961 - BARGAIN AND SALE DEED - STA RY FORM.. STEVENS-NESSLAWPUBUSHlNGCO.,PQRTl.AND,OR _-Sl(M!fISfIllSS.com EOa .N OF ANY STEVENS-NESS FORM MAv AI: l:Il:PDfVlllr.l:n tl\l 6.1\1 ()R RV ANY EI.ECTRONIC OR MECHANICAL MEANS. ~ Jehovah's Witnesses, East c.ongregation of Springfield, OR, I . . cn.c~m "_'c_~ccc_c____c~___ C_"~C""_"________m___ ~5j)--~--5;L~~--------------------------------------- ~J:JL~jleJLdL~__ClR_~~!l7_8____m______________ 3':h~~I~~~r~~~~~~~~-~~Il-~-~ Ccf{}--~aS>-~il"i,ac,--~l[-.--------"--------- ~~~i~gT~;ftm~.r':.2s..~-OIC9-"-47Ef- E'!""5'P1"i'l'f~'f.~~~); of Jehovah I WHme-s-s-e-s-,---e+o--'rlwma-s--l!avi-a-,--Jr-. 6c51l--~.--,5~~l1-1)t:~--#-9U)---------------- s,eJ;j.~g-f-i~JL~,--()R--9~~7-El--m----------m--- EO"ti! 'l'IIU_ 0.......... _.<,11 ""'slalemen1sIol.f'8'j_' "PI' I , ~pr~ngI~eLa ~ong, OI enovan Wtl:nei'rses~---c-to--ntojjjas---P-a:vl-a-;--j'r~ Ec511--Sf;--~cr1;tr-{)i:reoe1:--~"9{l---------------- S-Fr LulSf iehl-,--OR--:s-7trr&--m---c------m , Division of Chief Depuly Clerk Lane County Deeds and Records 2010-mm Ii 11I111111 111111111 11I11111" 11I11I111I111111111 $47,00 ~1140967201000158730010023 04/05/2010 09:48:23 AM fiPR-DEED Cnl=1 Sln=15 CASHIER 05 , $10.00 $11.00 $16.00 $10.00 , SPACE RESERVED - 4LlILlTu:r-lI1'l-ICCrl.U"C'. ~~_..~ ~"''''ITI:rnu'''''-vrr>"~''-~~---- . FOR No. ______"___, Records of this County. RECORDER'S USE Witness my hand and seal of County affixed. NAME TITLE By _____~____nn_____n_____C__n~______, Deputy. J ~ho~~hi s~w'i.-t~~s sesu,BAf<i1!'fAitDo~fg'gEA>if6WUb<rY S~'Fingfield, Oregon, Ine. ------------------~-------~--------------------------------------------------------------------------------------------------------- _________________________8~~______________________________________________________________________________________________.Ciranto~ conveys to _.E<!p_L.sR!"_ingfi_~_l\L(;_Qng!;.~Z_~j;j.-9JLQf.--,J~h9-YAh~-!LjI1.i1:.1l_~_f1~!:!3_LlnG_,____________ _________________________________________________~________________________~_______________________________________________, Cirantee, the following real prnpertY situated in _...r._gn~______________________ County, Oregon, to-wit: *** see Exhibit A on back *** (IF SPACE INSUFFICIENT, CONTINUE DESCRIPTION ON REVERSE) The true consideration for this conveyance is $__~,O,'_________n. (Here, comply with the requirements of ORS 93.030.) , '. ------------------------------------------------------------------------------------------------------------------------------------ -----~--------------7~------------------------------------------------------------------------------------------------------------- DATED ___':L~L_~L!L_m_________nn______; if a corporate grantor, it has caused its name to be signed and its seal, if any, affixed by an officer or other pcrson duly authorized to do so by order of its board of directors. BEfORE SIGNING OR ACCEPTING THIS INSTRUMENT, THE PERSON TRANSFERRING {J D . FEE TITLE SHOULD INQUIRE ABOUT THE PERSON'S RIGHTS, IF ANY, UNDER ORS ~ Q . 195.300.195.301 AND 195.305 TO 195.336 AND SECTIONS 5 TO 11, CHAPTER 424, I d' i .' . OREGON lAWS 2007. THIS INSTRUMENT DOES NOT ALLOW USE OF THE PROPERTY ifi;j"'. ~.' DESCRIBED IN THIS INSTRUMENT IN VIOlATION OF APPLICABLE lAND USE lAWS AND - ~- c--P-'O--~ ___n__,- -f-------c---oc,-,,----70p--,cn- REGULATIONS. BEFORE SIGNING OR. ACCEPTING THIS INSTRUMENT, THE PERSON T oma~ .aVl.a. ~r/:._ ar J~llO~r::ll " W~l..~..s.::>es, ACQUIRING FEE TITLE TO THE PROPERTY SHOULD CHECK WITH THE APPROPRIATE Eas t GGngrega cum of Sprlilgtleld. Or~g2':l CITY OR COUNTY PlANNING DEPARTMENT TO VERIFY THAT THE UNIT OF lAND BEING T-~_m_~=___T----n-nn-n--------c-n-------------------- TRANSFERRED IS A lAWFULLY ESTABLISHED LOT OR PARCEL, AS DEFINED IN ORS \ Pr" s lueT:. t J 92.010 OR 215.010, TO VERIFY THE APPROVED USES OF THE LOT OR PARCEL, TO DETERMINE ANY LIMITS ON LAWSUITS AGAINST FARMING OR FOREST PRACTICES, AS DEFINED IN ORS 30.930, AND TO INOUlRE ABOUT THE RIGHTS OF NEIGHBORING PROPERTY OWNERS, IF ANY. UNDER ORS 195.300, 195.301 AND 195.305 TO 195.336 AND SECTIONS 5 TO 11, CHAPTER 424, OREGON lAWS 2007. . STATE OF OREGON, County of U_Itl-&______________n_n_____) ss. . ~iS instrument was acknowledged before me on !:L~_;)._'-~-.D-n---n--n--n-----m-------n-' by ___L~__<)~____J?~C)~id.--~\{-c----------------~---~---------~----------------------------. This instrument was acknowledged before me on ___________________________:..._______________,--~__, by _________________________________n______________~____~_______________________________________~__~___ as ______________~---~----------------------~-------------____~________________________________________~ ----'----------------------~~---~~-----~---------~-- -----------------------------------. NU40~~g~ .~Eef-fjvEf} My commission expires n _____.-:'m___""'-<2.__~___n____________ Pl<..E:- Su .Bt'^-\Tl'fn-.. JAN 1 0 2011 PUBUSHER'S NOTE: II using thIS fonn to convey real property subject to ORS 92.027, Include the required reference. OffiCIAL I&l_~ IIOTMY~ ~on NO. 43127. t!I'~~S185.1lI2 . . . EXHIBIT A LEGAL DESCRIPTION: Real property in the County of Lane, State of Oregon, described as follows: BEGINNING AT A POINT IN THE CENTER OF COUNTY ROAD NO. 287, SAID POINT BEING ON THE WEST UNE OF THE DAVID ARTHUR DONATION LAND CLAIM NO. 47 IN TOWNSHIP 17 SOUTH, RANGE 2 WEST OF THE WILLAMETTE MERIDIAN, 1827.1 FEET SOUTH 00 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 SmiTH 00 03' WEST ALONG THE CENTER OF SAID ROAD 300.00 FEET; THENCE. NORTH 890 10' WEST 437.12 FEET TO THE CENTER OF SAID COUNTY ROAD; THENCE NORTH 0003' EAST 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. ALSO EXCEPT THE PORTION CONVEYED TO THE CITY OF SPRINGFIELD LYING WITHIN SOUTH 42ND STREET, AS DESCRIBED IN THE BARGAIN AND SALE DEED RECORDED APRIL 7, 2005, RECEPTION NO. 2005-024322, OFFICIAL RECORDS, IN LANE COUNTY; OREGON. NOTE: THIS LEGAL DESCRIPTION WAS CREATED PRIOR TO JANUARY 01, 2008; . RECEiVED JAN 10 2011 By: P~e:-SD B/llTff\L..- ~,~~..: .iPj~a .HH~g"";'Ii) i{lj~ lara/Ii:;! tnij~l~0.::tjSjJ!1 '11UtfCi{ ~'i~tf:~ .Ui~ iiin1!~~l;;t.;:1ittv tft~,)~~ilY!1VJ;~rfli~R~~~~W ,c, . . / First American First American Title Insurance cOmPany of Oregon 600 Country Club Road Eugene, OR 97401 Phn - (541)484-2900 Fax -(541)484-7321 Order No.: 7194-1321134 February 27, 2009 FOR OUESTIGNS REGARDING YOUR CLOSING, PLEASE CONTACT: 'SONORA JOHNSON, Escrow Officer/Closer Phone: (541)726iOl72 - Fax: (541)726-5249- Email:sondjohnson@firstam.com . First American Title Insurance Company of Oregon 1811 Harlow Rd, Ste 103, Springfield, OR 97477 I '. . FOR ALL OUESTIONS-REGARDING THIS PRELIMINARY REPORT, PLEASE CONTACT: I Ronald Denton, Title Officer Phone: (541)484-2900 - Fax: (541)484-7321 - Email: radenton@firstani.com I . 1st Supplemental Preliminary Title Report .' ALTA Owne~s Standard Coverage Liability $ TBD Premium $ TBD AL T A Owners Extended Coverage Liability $ Premium $ ALTA"Lenders Standard Coverage Liability $ Premium $ Al T A Lenders Extended Coverage Liability $ TBD Premium $ TBD Endorsement 9,22 & 8.1 Premium $ 100.00 Govt Service Charge Cost $ 15.00 Other Survey Elimination Fee Cost $ 50.00 We are prepared to issue Title ~nsurance Policy or Policies in the fomn and amount shown above, insuring title to the following described land: . The land referred to in Ithis report is described in Exhibit A attached hereto. and as of February 20, 2009 at 8:00 a.m., title vested in: Steve Jackson Subject to the exceptions, exclusions, and stipulations which are ordinarily part of such Policy form and the following: 1. The. rights of the publi'f in and to that portion of the premises herei.n described. IYilJ.g"1i~ilt the. D iimits of streets, roads and highways. . R E C E' 'VI t: Easement, including tJms and provisions contained therein: Recording Information:1 December 22,1987, Reception No. 87-54982 JAN 10 2011 . In Favor of: . City of Springfield I . For: I electric distribution lines o.y, Affects: I the Westerly portion therein describW . . This report is for the exclusive use of the parties herein shown and is preliminary to the issuance of a Q., . ('", \ 81.4 'T"'f"' -A-1 ~ title insurance policY and shall become void unless a policy is issued, and the full premium paid. fKE-JU r\\ \ '.J ,- I 2. -, - Preliminary Report Order No.: 7194-1321134 Page 2 of 5 3. Deed of Trust and the terms and conditions thereof. GrantorfTrustor: Steve Jackson Grantee/Beneficiary: Mortgage Electronic Registration Systems, Inc., "MERS" solely as a nominee for Homecomings Financial, LLC (F/K/A Homecomings Financial Network, Inc.), its successors and assigns Trustee: Western Title Amount: $160,000.00 Recorded: November 03, 2006 Recording Information: 2006-079789, Records of Lane County, Oregon . The following pertain tl Lender's Extended Coverage only: a. Parties in pos~ession, or claiming to be in possession, other than the vestees shown herein. _ j b. Statutory liens for labor and/or materials, including liens for contributions due to the State of Oregdn for employment compensation and for workman's compensation, or any rights thereto, where no notice of such liens or rights appears of record. 4. - END OF EXCEPTIONS - NOTE: We find no judgments or United States Internal Revenue liens against East Springfield Congregation ofJehovah . NOTE: Any conveyance or encumbrance by East Springfield Congregation of Jehovah's Witness, Inc., should be executed pursuant to a proper resolution of the shareholders voted on at a duly called meeting of the shareholders in accorda~ce with the By-Laws or other authority of the corporation. Certified copies of the resolutiL authorizing the conveyance and encumbrances and of the minutes of the .meeting of the sharehold~rs and copies of the By-Laws or other authority for such conveyance or encumbrance should be furnish'ed for examination. . The resolution should specify tt officers authorized to sign on behalf of the corporation. I NOTE: Taxes for the year 2008-2009 PAID IN FULL Tax Amount: I $2,356.57 Map No.: . 18-02-05-21-08700 Property ID: 0562957 Tax'Code No.: 019-00 NOTE: According to the public record, the following deed(s) affecting the property herein described have been recorded within 24 months of the effective date of this report: NONE Situs Address as disclosed on Ltne County Tax Roll: R E eEl V ED 885 South 42nd Street, Springfieid, OR 97478 I . JAN 1 0 2011 . THANK yOU FOR CHOOSING FIRST AMERICAN TI:ST..lE! WE KNOW YOU HAVE A CHOICE! Y: cc: East Springfield Congregatibn of Jehovah cc: Steven Jackson ~ Su6M, \\T1'\l..- first American Title . Preliminary Report I . . cc: Frank Bcmacquisti, Deschutes Property Management 605 NE Savannah Dr Ste 1, Bend, OR 97701-4885 Rrst American Title . Order No.: 7i'94-1321134 Page 3 of 5 RECEIVED By: JAN 1 0 2011 re.E-StlBM ITTt\L--- . .1 I . Preliminary Report 'Order No.: 7194-1321134 Page 4 of 5 First American Title Insurance Company of Oregon I SCHEDULE OF EXCLUSIONS FROM COVERAGE I ALTA LOAN POLICY (06/17/06) The following matters are expressly excluded ,from the coverage of this policy, and the Company will not pay loss or damage, costs, attorneys' fees, or . expenses that arise by reason of: I . 1. (a) Any law, ordinance, permit, or governmental regulation (including those relating to building and zoning) restricting, regulating, prohibiting, or relating to . I (I) the occupancy, use, or enjoyment of the Landi (ii) the charnc:ter, dimensions, or location of any improvement erected on the Land; (liO the subdivision of land; or I (iv) environmental protection; . or the effect of any violation of these laws, ordinances, or governmental regulations. This Exclusion l(a) does not modify or limit the coverage . provided under Covered Risk 5. I (b) Any governmental police power. This Exclusion l(b) does not modify or limit the coverage provided under Covered Risk 6. Rights of eminent domain. This Exclusion does not modify or limit the coverage provided under Covered Risk 7 or 8. Defects, liens, encumbrances, adverse claims, or other matters (a) created, suffered, assumed, or agreed to by the Insured Claimant; (b) not Known to the Company, not recor1:Jed in the Public Records at Date of Policy, but Known to the Insured Oairnant and not disclosed in writing to the Company by the Insured Claimant prio; to the date the Insured Claimant became an Insured under this policy; (c) resulting in,no loss or damage to the insured Oaimant; (d) attaching or created subsequent to Date of Policy (however, this does not modify or limit the coverage provided under Covered Risk 11, 13, or 14); ~ . I . (e) resulting in loss or damage that would not have been sustained if the Insured Claimant had paid value for the Insured Mortgage. 4. Unenfcirceability of the lien of the Insured Mortgage because of the inability or failure of an Insured to comply with applicable doing-business laws of the state where 'the Land is situated. I . 5. InvaliditY'or unenforceability in whole or in part of the lien of the Insured Mortgage that arises out of the transaction evidenced by the Insured Mortgage and is based upon usury or any consumer, credit protection or truth:in-Iending law. 6. Any claim, by'reason of the operation of federal bankruptcy, state insolvency, or similar creditors' rights laws, that the transaction creating the lien of the Insured Mortgage,'is I (a) a fraudulent conveyance or fr<lUdulent transfer, or (b) a'preferential transfer for any reason not stated in Covered Risk 13{b) of this policy. 7. Anylien,on the Title for real estate taxes or assessments imposed by governmental authority and created or attaching between Date of Policy and tile date of recording of.t~e Insured Mortgage in the Public Records. This Exclusion does not modify or limit the coverage provided under Co~ered ~isk l1(b). ~ 2. 3. 1. I ALTA OWNER'S POLICY (06/17/06) The following matters are expressly excluded from the coverage of this'policy, and the Company will not pay loss or damage, costs, attorneys' fees, or expenses that arise by reason of: 1 1. (a) Any law, ordinance, permit, or governmental regulation (including those relating to building and wning) restricting, regulating, prohibiting, or relating to I (i)' the occupanCYI use, or enjoyment of the Land; (ii) the character"dimensions, or location of any improvement erected on the Land; (Iii) ,the subdivision of land; or I . - (iv) environmental protection; or the effect of any. violation of these lawS,'Ordinances, or governmental regulations. This Exclusion l(a) does not modify or limit the coverage provided under Covered Risk 5. I . '(b) Any governmental police power. This Exclusion l(b) does not modify or limit the coverage provided under Covered Risk 6. 2. Rights of eminent domain. This Exclusion does not modify or limit the coverage provided under Covered Risk 7 or 8. 3. Defects, liens, encumbrances, adverse claims, or other matters (a) . created, suffered, assumed, or agreedlto by the Insured Claimant; (b) not Known to the. Company, not recorded in the Public Records at Date of Policy, but Known to the Insured Claimant and not disclosed in writing to . the Company by the Insured'Claimant'prior to the date the Insured Claimant became an Insured under this policy: ' (c) resulting in no loss or damage to the Insured Claimant; (d) attaching or created subsequent to Date of Poficy{however, this does not modify or limit the coverage provided under Covered Risks 9 and 10); or (e) resulting in loss or damage that wouldlnot have been sustained if the Insured ClaImant had paid value for the Title. 4. Any claim, by. reason of the operation of federal bankruptcy, state insolvency, or similar creditors' rights laws, that the transaction vesting the Title as shown in Schedule A, is I (a) .a fraudulent conveyance or fraudulent transfer; or (b). a preferential transfer for any reason ~ot stated in Covered Risk 9 of this policy. 5. Any lien on the Title for real estate taxes or assessments imposed by governmental authority and created or attachjng between Date of Policy and the .date of recording of the deed or other instn}ment of transfer in the Public Records that vests Title as shown in Schedule A. SCHEDULE OF STANDARD EXCEPTIONS Taxes or assessments which are not show~ as existing liens by the records of any taxing authority that levies taxes or assessments on real property or by the public records: proceedings by a puhlic agency which may result in taxes or assessments, or notices of such proceedings, whether or not shown by the records of such agency or by the public records. ~acts, rights, Interests or. dai~s which are Inot shown by the public records but which could be ascertained by an Inspection Gf the land or by making inquiry of persons in possession thereof. I . Easeme~, or claims of easement, not shown by the pubiic records; reservations or exceptions in patents or in Acts authorizing the issuance thereof; water rights, clajms or title to water. I Any encroachment (of existing Improvem.ents located on the subject land onto adjoining land or of existing improvements located.on adjoinIng. land onto the subje~ land), encumbrance, violation, variation, or adverse circumstance afFecting;the titleD C E that would be disclosed by an accurate anQ complete land survey of the subject land. ~ b ! VE 0 Any.Jjen~or right to a lien, for services, Jaber, material, equipment rental or workers compensation heretofore qiiliereafter ...,' furnished,-imposed by law and not shown py the publiC records. U fl ~ . . . . ..' 2. 3. 4. s. NOTE: A SPEQMEN COPY OF THEPOUCY FORM (O"R FORMS) WILL BE FURNISHED UPON REQUEST TI 149 Rev, 7-22-08 JAN 1 0 2011 8rst: American Title By: rl~.t> Su (b;liC l ll",-C . . Preliminary Report-' - Order No.: 7194':'1321134 Page 5 of 5 Exhibit "A" Real property in the County Ofl Lane, State of Oregon, described as follows: BEGINNING AT.A POINT IN THE CENTER OF COUNTY ROAD NO. 287, SAID POINT BEING ON THE WEST UNE OF THE DAVID ARTHUR tbONATION LAND CLAIM NO. 47 IN TOWNSHIP 17 SOUTH, RANGE 2 WEST OF THE WILLAMETTE MERIDIAN, 1827.1 FEET SOUTH 0003' WEST OF THE NORTHWEST CORNER THEREOF; FROM SAID BEGINNING POINT RUN SOUTH 89010' EAST 437.12 FEET TO THE CENTER OF A ROAD RUNNING.NORTH AND SOUTH; THENCE SOUTH 00 03' WEST ALONG THE CENTER OF SAID ROAD , 300.00 FEET; THENCE NORTH 890 10' WEST 437.12 FEET TO THE CENTER OF SAID COUNTY ROAD; , THENCE'NORTH 00 03' EAST ALONG THE CENTER OF SAID ROAD 300.00 FEET TO THE PLACE OF BEGINNING, IN LANE COUNTY! OREGON. . I EXCEPTING THE EAST 150,0 FEET THEREOF. . I ALSO EXCEPT THE PORTION CONVEYED TO THE CITY OF SPRINGFIELD LYING WITHIN SOUTH 42ND STREET, AS DESCRIBED IN THE BARGAIN AND SALE DEED RECORDED APRIL 7, 2005, RECEPTION NO. 2005-024322, OFFICIAL RECORDS, IN LANE COUNTY, OREGON. I NOTE: THIS LEGAL DESCRIPTION WAS CREATED PRIOR TO JANUARY 01, 2008. Tax Parcel Number: 0562957 RECE\VED JAN 1 0 2011 First AmenCan Tide By: f'RE-S\J6('l\nT~ . . ~.', {. . Ft4I' ~c~,?en Image Viewer. .,.,,"".,.. . --';'1"--. ~ :S::lOl"'Q"H. >oIogtli~e; -<!:~~.?I:I:;J~ ",,,>~,.l'!_ "'gzz::ali; ; o~-<o"'<>~ ' 00" 0 W'J " l>~.,,1!i.., l""o<ll'JSo;dij 6lo~:ll.~R.< nj;g. ~. >~ ;;6 ~~7.!il ~~e= ;jo >~didt;;~ . :g,",>>>~> ...."'z~ . ~mEo-c:::~. "'i:i........~<'2' :<;j"'illz~~ ,.cs &1'" ....,:x1 -< ," J , P.age 2 of3 J. ~~ i> "'" !OJ' ,. 82 os ~Ji i !! I ,. :1 ~r ~ .~ ~ ~ :: ~ .. J r . ~ . ~ \ I I~ ' e L fl~_ e 1- Sf" 8 8 'I.... 8 ~fI< B. ~ J N . ..-"n; /4:1 TH ~~:.. I Uj Page: 1 ~E - s 08 till TTJ'\t...-..-- ':"'_.<-O_T:':1_0_.4-1__\\ _ .' . '. .' l"D~_~~~...~_._-C~~-4-_____ .c::.__-4-___ . . . f" .'..-.rr/......."t...J""'nrr"',..,I...........r.T,.fn~' '\...+...... h1-t-'r\./I-f-:.et -hrC"t..:n...... ....""+ n......nrr. AI,...,,...,,,,^I"\("\ F}1tl~GI"",t;Illmage Viewer .":! -I i - i , I ! . t..,~ ~I - .!< f, : 1 " , It . ~ . I ~ " I 0 I .. ~ \ ~l :.,.. --- - -1Ie"_ . ~ 'J. .. ~'J~ I.. '... .~ ... ,.:t ~~,g . ):> .J".",. ""--- < " , .. ~ . .' ."t .. ... ;; " ._- lOt tp' , ~ i! ~ ~ ~ ." .~ . ,.. ~" ~ 11 Page} of 3 , o 'Tj o )>-;ry z 0)> o Uli ~ =-" Ul i L. J> "M' rx'" -,( ):> if) -,1..1, O~ Z~I -I' I tI) rrl " ~ -I' ..;. -' ~~0~ -'O?J" ~g~.;. !l z' III :<:E(j :: =I, '0 z (}l JAN 1 0 2011 Page: 2 "ht+........ /1-t~c.-1- -h...C'+~.......... ......""'1.f;....."'....rr:'''rr/.....nt..!....,...rr~~/__~~;;~.~. L~_lC)n ____;.<-_____L'_ _-<-____ _ _ .r- ___.L___ ,0......1 no "1 \I A /".........,'"'^^^ \,--- 'u!,. _, '.. ENGINEERING & SURVEYING. INC. I I STORM DRAINAGE STuDy I- . ,for the . I. EAST CONGREGATION OF JEHOV All'S WITNESSES I' MARCH 16, 2009 1 I . i.u-'PRf -SU-B ~l'Tf7tC=:.o~ RECEIVED CIVIL/ENGINEERING 0 SURVEYING . P.O. BOX 2527 EUGENE, OR 97402.()152 990 OBIE ST. 541/485-4565 FAX 5411485-5624 ww'-Y.POAGE,NET JAN 1 0 2011 IBy: I rl?E -50611\ l TTftL..--' ...~ ,~ ,,.' .......,...;. ',' >/". ..... / / \ .^, ' "', . ',' . ;.t~<'j;i-~~ ;~~'t~\'.:;-~~~,1f;;<~:f;~:.:~;~:";.:~:,:E,:,:<~ : PUBLICWORKS DEPAR'fli.1ENTJEilginee;ingDivisicin' Ph<;me: (541}726-375~,::< Fax:l(5,41).736:!Q21 . . . " . . , ,,'. " ". ". .'.1 . . I ': 1" '"" ~ ;:''''-'..: . SToRMWATER MANAGEMENT SYSTEMSqOPEOF:W6~:':., ' , ' ,. ' ,.,,' -~~(Areab~lowthisline.(illedoutbYApPlicant)--+' "', ,,':'_:,", (please return to Matt Stouder@Clty of SprzngfieldPublk Works Engmeerzng; Fax # 736-1021;Phone #/36-1035.) , . .' ' . I ..- Project Name: '-SI$\'lIlVAW:::> k.I~l\lC'~81':> 6-It.l~pplicant: , Je..t9vAI-lc,,\.<. 1T"lb.<'_;~"''''> Assessors Parcel#: I ~ -01..- 0,,,, Z;t' 'Tt.. -I>: 'l>>wo Date: -z.;-l - 0 . .' , Land Use(s):,' ~',t:1~':>'T"i ,,{l.e;,I~-rI"'<- Phone#: l?"41 ),7...(;_,0\ '33- ' .i1:~i~~:'i;&~~~~i1~~~:~,)~'trtr",.,~.,,~l;;g~'i':~1;""""'~'~~~' ~i\-r~~r~."~~'~;M'~1<i " , Project Description (Include acopy of Assessor's map!: 'N~ ~OO?f L-Hf...I~ , Drainage Proposal (Public connection(s!, discharge location(s), etC. Attach additi6nal sheet(s) if necessary: '&l,. i9~-~i-ri-,9{r.NNA!,(,;: "fO ~t;: (.O~1"€.-"b AMf, p'~'''\eO :-CO ~O%:O ~,I\.l .~tA{l.\)e:,M ON-<?I('e: <V 11* ,c9\1e;a.ft-014 ,?~,l'LI~ . TO ~i-i"'nl'-\t"\ l'l.AN+-lOt.e: II'\. a,'Z-IJ~""'lrz~ . . Proposed Stormwater BestManagement Practices: ' NEW ,ll::J"'M 6.AIZ\jv-J/. . - (Area below this line filled out bv the Citv and Returned to the AlJlJllcant) , ". (At a minirmon;'all boxes checked by the City onthefront and back ofthis'sileet shallbe'iubmitted ' : for an applic.cltion to'be cpmplete for submittai, i1lth'0igh"oiher':requiremen~"mCty be" net;essary.).. " '. ",..,'.'., '.',. . " ',<" .,-.:, . 1... .' .', . ,Drainaj!e Studv:Type (EDSPM Section 4;03.2): (Note. UH mav be substituted forR~tional Method),. 0". Snlall Site Study -'- (;"e R.ationalMethod for calculati6n,;), Q . Mid-Uvel Development Study::' (nse unit Hydrograph Method t'i,r calculations) , .0 Full Drainage Development Study - (;"'e Unit Hydrograph Method for calculations) Environmental Considerations: . ,... .".' .. . ... .1 0' Wellhead Zone: . , .. . 0 HillsideDevelopment: . - . - . . - I , 0 'WetJand/Riparian: 0, FloodwaylFloodplain: 0, SoilType:- ,,' 0 Other Jurisdictionk: DOWnstrea~ Analvsis: ON/A, o ,Flow line for starting water surface elevation: o Design HGL to use for starting water surface elevation: o Manhole/Junction to take analysis to: Return to Matt Stouder rinweld, email: mstouder cLs I I I riuufield.or'RAX~ ~;ElvE D ' Revised 11120/2006 Brenda Jones JAN 10 2011 By: A2B- Sv~ M-lIT J\1.-.- , , ./~..<i>.' ...' ..,.r . COMPLETE STUDY ITEMS . I ~orOffi,cial,Us:OrilY:" ' I ., * Baseduponth~ info~~~;;.dv0ed on' the fro~i of this sliee, the fdilowing repr'esent~ aminimuinfoj whatis;n,eededfor an application to be complete for submittal with respect to drainage; however, this list should not be used in lieu of the Springfield . Development Code (SbC;'OTthe Citji'sEngineeri~g Design Man~al. Compiiance with tHese rerjujrements dois not "constitUte site' approval; Additional site specific information may be requb-ed. Note: .[Jpon scojJing sheit submittal,' enswe completedjorm has ' . been signed zn the space p'rovided belbw: , / Interim DeSign StandardslWater QualitY (EDSPM Chapter 3) ~~~ ", .. '. ' o 0 AIi n~n-building rooftop (NBR) impervions surfaces shall be pre-treated ( e.g" mnlti-chambered catchbasinw/oil . filtration media) for srormwater quality, Additionally, a minimum of50% of the NBRimpervions surface shall be , . treated by vegetated methods. ..' . , " I. .. . , o 0 Where required, vegetative stormwater design shall be consistentwithinteriin design staodards (EDSPM Section 3,02), set forth by the Bureau of Environmental Services (BES) or Clean Water Servites (CWS}' . " [j 0 For new NBR impervious ar~ less than 15,000 square fee~ a ;implified desigrl approach may be followed as specified by the BES for vegetative treannent. . " ,: ' . " ' , . ' O. 0 If a stormwater treatment swale is proposed, submit calcUlations/specifications for siiing, velocity, flow; side slopes, bottom' slope, and seed mix" consistent with either BES cir CWS requirements.. C o '0 Water QUality calcUlations as required in Section 3.03,1 oftheEDSPM O. 0 'All building rooftop m~unted equipinen~ or otherfluid,confuinillg equipment located outside ofille building, sball , ' . 'be p.: r.ovided ~th secondary COntainm. . . .enlorWeath~ resistant enclosure, . f . . Genera! StIidy Requirements (EDSPM Sectian 4.0.3) .. .. .. . I . D D Drainage stUdy ,pr.epared by a Professional Civil Engineer licerised in the- state. of Oregon. . 0' 0 . A complete drainage study, as requn:edin EDSPM Section 4,03, I, indudiIig a hydrological stUdy map. . o 0 CalcUlations showing system capacity for a 2-year storm event and overflow effects of a 25-year storm event. o O. The time Of conCentration (Tc) shall be determined using a 10 miIllrte' slarttiiU~ for developed basins, . , . .. . '. . I . . Review of Downstream Systein (EDSPM Sectian 4.03.4.q . I'. o D, A downstream drainage analysis as described inEDSPM,Section 4,On,C, Onlsite drainage shall be governed by the , .' Oregon Plumbing Specialty Code (OPSe), .. ,..j,... .0 0 Elevations of the HGL and flow lines for both city and private systems where applicable. Designof Storm SysteniscEDSPM section 4:04) . .. . . . ... I .0 0 Flow lines, slopes, rim elevations, pipe tYPe and siZes dearly indicated on the plan set. o '0 M;iniJnum pipe cover shalibe 18'inches for reinforced pipe and 36 inches for pifun conci'eU; ind plastic pipe materials, or pioper'engineering calculations shall be provided when less, The cover sh~ll be Sufficient to support ail,80,000 lb ," load Without fuilure of the pipe structure, " ."... .. ,I . .', ,.. , . ' ... '. . o D M~~till1g's "ri.. values for pipes shall 'be ~nsistent ~ith Table 4-1" ofllie EDSP.. All storln pipes:shall be designed to . achieve a minimum velocity of three (3) feet per second at 0.5 pipe.full based oh Table 4: I as well. . . OthertMiSc '. '. " ' . . . ....').. . . O. 0 Existing arid prop~sed contours,located at one foot interval. Include spot elevitio~,and iite 'grad;s showing how site . drainS. ..... . . ......,...1 .. '.. . 0; 0 -Private stO:~l1l\V~er easements shall be clearly depicted on plans ~hen private sto~water flows fro~ one ~operty to . ~other . _ . ..' .' _ . _ _ I' _:'. '. " . . o 0 Drywells shall not receive runoff from any surface wlo'being treated by one or.moreBMPs, with the exception of residential building roofs (EDSP Section 3.03.4A), Additionai provisions appl~ to this as required by the DEQ, Refer . to the,website: www;deo.state.oLus/walf!foundwalUichome.homformoreinfoqnation, o O. Detention pq~ds shall be designed to limit runoff to pre-dbvf?lopfnent rates for the 2 throUgh 25-year storm events , . . I ' . *This form shall be inc1utied as an aiiachment~ inside the front cover, of ti~e stornnvaier study I . , * IMPORTANT: ENGINEER PLEASE READ BELOW AND SIGNI . , As the eng~eer of record, I hereby certifY the above required items are complete .and inc1d.ded with the submitted stormwater study and plan set. .. ., I . . Signature: Date: 0 L ~ [f,'" n /IfF D Ifll L", V L.;, 0 V lb ReVIsed 12/4/2006 Brenda Jones JAN 1 0 2011 By: . P~-5IJ0tJ\\~ -,,...,',,, , "1.' .t-= -, SPR'INGFlS:U:. . I:, :....,. , . e: .'\. PUBLIC WORKS DEPARTMENT / Engineering Division. MARCH 5,2004 REQUIRED STORMWATER SCOPING SHEET USE POLICY: .. ',' ,. " . . . . .' Fax: (541) 736-1021 , ,. . . .'. - . .' . In October 2003, Springfield Public Works released a trial "stormwater scoping sheet;" provided to help erigin. eersand developers IDeet stormwater requiremen. tsin tIie Springfield DeV1'elOpment Code (SDC) and Engineering Design Standards and Procedures Mariual (EDSPM). After'a five mimthtrial period, it became . apparent that users of the scoping sheet submitted much more complete applications than non-users. An added bonus was a decrease in the overall review time spent on the app1ication~, resulting in quicker notice of decisions.. ....... . .. '., I'. : . .... . . As a result of the benefits of the scoping sheets, the City has decided to make their use a mandatory process. As of April Ii, 2004, the uSe of stormwater scoping sheets will be required for:'all applications which require development review. All applications subrrlittedto the City shall provide four (4) copies'ofa completed stolTI;rwitter scoping sheet with'the application packet Attached with this letter lis the latest version of the' scopmg sheet, which reflects changes requested by the development'cornmumty.. . .- . ..' .. . . . I PLEASE NOTE: SUBMITTED APPLICATIONS WILL NOW BE REQUIRED TO SUBMIT A , -". - "' _ -' , . ) . - ", COMPLETED STORMW ATER SCOPING SHEET, STORMWATER STUDY AND PLANS IN CONFORMANCEWlTHTHE SCOPE REQUIREMENTS.' . I . n"nrncrtoNs FOR USING STORMwATER scOPiNGSHEETS ARE A:~ FOLLOWS: . ,". . . '. '. I ' L Obtain scoping sheet from :iPl'lication packet, citY. website, or other location .' .'. . . . , -' . " . j . 2. Fill.out project iiIformation (top half of frout sheet) prior to commencement of work onstormwater study (note: do not sign scoping sheet until it is received from the City. with reqnirements checked). " .' . .....: "- . . \, . . ,.. ' 3. . Mail, faX, or email all pages to: City ofS{1ririgfield; Public WorkSDept.,~Attn: Matt Stouder 4. '. Receive completed scopmg sheet (filled 'out'by'tbe City) .indicating'J:!iiuiU)hmrequfrements' for a compl~tl'storn",vatersfudy ,- ". .'. '.. '.. . ..,:< .1:', ... . '. ....... . 5. Inclnderou~ (41.copies ofcoiuplete scopirigsheet (signed by eugineer at tlie bottom.ofpag(2), stotmwater sfudy and plans that comply withthenlinimlim requrred sco~e *ithsubmittal of "application packet. The scoping sheet sh'alIbi! included as an attachment! inside th~ frontcD"er ofthe . stormwater sfudy. . . .' . I . . . . I .. . Sloiin~ate]'sCoping sheets c~be found with all application packets (City website arid the Public Works fro"!t couriter}as well as on the Public WorkS webpage at either: wwW:ci.soringfieJd.o'r.usiPubworks/wbatsnew;htni or tinder the link for "fillable forms;' at www.ci.sorillctield.or.uS/PubworkslDesi\mistart.hlin . . Thank you in advance for working With the CitY of Springfield with' tills new process. I . I Sincerely, I I , , i '. Matt Stouder, BIT City of Springfield, Public Works/Engineering 'Emili: mstouder@cispringfield.or.us Phone: (541) 736-1035 Fax: (541) 736-1021 .1 , ! RECEIVED' JAN 1 0 2011 Revised 11/20/2006 Brenda Jones I By: I I PRE-SuB tl\.l \I" ~ I . .! I I , ::RVIE:. d . b' d' d 'thth 'c' I fS " fi ld s storm amage stu y IS emg prepare m accor ance WI e Ity 0 pnng Ie Engineering Design Standards and Procedures Manual (EDSPM). Because it is a non-residential development that is larger than 1 acre, the Drainage Study type require~ for this proj ect, given the parameters specified in Section 4.03.2 of the EDSPM, is a Medium-Le'vel Study. The hydrologic calculations shown on the following pages are based on the Santa Bar~ara Urban Hydrograph Method (SBUH) for calculating runoff generated from the 2,5,25, anj100 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 thi.s study. The Raingarden will have an overflo.w catch basin to be installed as shown and connectbd to the public system in 420d 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 Rai.llgarden. However, to , , I" make sure the drawdown time meets the standards of the EDSPM the system was also analyzed using infiltration. I I HYDROLOGIC CALCULATIONS The site contains about 75,900 square feet (sf) which when "fully developed" will have approximately 55,900 sf of impervious areas and 20,000 sf ofperviousiareas. "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 ~ith this application includes construction of a 4,900 sfbuildlng, and 34,600sf of paved irn]hervious surfaces (pc concrete & asphaltic concrete), 16,400 sf of gravel, and 20,000 sf oflandscaping and Raingardim. Stormwater runoff generated from these areas was calculated as shown ion the attached . spreadsheets usmg the SBUH method for the purposes of determmmg retentlOn storage needs for each design storm and are sutntnarized below. The i-year storm (3,3 irlches in 24 hour stormY will generate a peak design flowrate from the site to the Raingarden of ~bout 0.55 ds and results in a: storage need of 5,831 cubic feet (cf), without infiltration. The 5-ye'ar storm (3.8 inches in 24 hour storm) wilJ generate a peak design flowrate from the site to the Raingarden of about 0.65 cfs and results in a storage need of 6,851 cf. The 25-year storm (4.8 inches: in 24 hour storm) wlil ' generate a peak design fIowrate from the site to the Raingarden of about 0.84 cfs and results ih a storage need of 8,909 cf. The 1 OO-year storm was also evaluated to det6rmine if the emergency overflow has sufficient capacity to passthe 100-year flow. The 100-ye~ar stOrIn (5.2 inches iu 24 , -li6ur-st0i'ili) Will'gefl8Fate: a-peak design. flGWFatg,'.fr-0mthe sitef.(), the Raingaiden of aboutO;92cfs . and results in a storage need of 9,736 cf. I' , I In order to size the conveyance system, the rational method for a 5-yeai!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 ard, The site is divided into " ' four (4) basic areas, the building (5,856 sf, inc!. overhang) being one oflt~em and then the paving dIVIded uito three (3) equal areas, 11,530 sf each. The collectlOn system IS dIVIded mto two WIth one pipe system collecting two paving areas, areas Al and A2, correspohding with flow rates Ql ahd Q2 as shown in the attached calculations. The other pipe system cO{leREClt:tVE D I I RHO JAN 1 02011 FRs-SuB f\t l T/?tL./ , . . , i . I the other paved area, area A3 which corresponds with Q3 of the attach1ed calculations. The 5- , I year flow rates are 0.50 cfs, 1.0 cfs, and 0.72 cfs for Ql, Q2, and Q3 respectively. I STORM MANAGEMENT SYSTEM ANALYSIS " The Raingarden is approximately 62 feet by 107 feet (top to top) and will hold approximately 12,565 cubic feet (cf) when full (2.25 ft depth). The lowest point ofttle top of grate (sloped grate) for the overflow catch basin is to be constructed about 1.75 feet Ifrom 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 ii'om the site for up to and inc1~ding the 25-year event without overflow. The 100cyear event would overflow to the public system but only for the last IOO minutes of the stomi where the design flowiate is only 0.07 cfs.' The slope of the existing I 8'; public pipe stubbed to the property from 42nd Street is 0.12%, and ~as 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). I " I The conveyance system was sized as described above using the Ration~l Method and Haest~ed Methods Flowmaster software. The pipe, PI, that is to convey flow fr6m area AI, is a 6 inch pipe sloped at 0.70% (0.007 ftlft) and will be 74% full with it velocity bf3.2 feet per second (ips) at the 5cyear 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 inchpipe sloped atO.50% (0.005 ftI~) and will be 53% full with a velocity of 3.4 ips at the 5-year design flow, Q2 equals 1.0 cfs. ['he pipe, P3, that is to convey flow from area A3, is sloped at 1.0% (0.01 ftlft) and will be 501X, full with aveiocity of 4.1 ips at the 5-year design flow, Q3 equals 0.72 cfs. Assuch all threelpipes meet standard engineering practices for stormwater conveyance. The pipes also havelmore than 1.5 feet of cover as speCified in the EDSPM. :' the roof drain systein was sized on the plans to reflectbuilding code s~andards, being 4 or 6 inch pipes sloped at 1.0% to drain the roofareas of the proposed buil,ding. The 4 mch pipe along the east side of the building will carry runofffroni a total of3,504 sf. The ~ irich pipe along the west side of the building will collect runoff from 2,352 sf of roof area. Building code allows up to 3760 sf of roof area for a 4 inch pipe at 1.0%. Where the "two 4 inch pipes come together, the piRe becomes a 6 inch pipe which can handle'up'to 10,700 sfper the bUilding code (@ 1.0%). , ,I , " I . ~ONCLUSIONS '. . .' . I Baseaon the design criteria requirements ofthe EBSPM develepment efiliis ptopeny&a'n.EH' accommodated with the proposed improvements as discussed above. "Jihe proposed development complies with the stoimwater criterill oftheEDSPM in that all ru.lloff 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 overflbw to the street via the 1~" public pipe. The public drainage system will not be adversely impdcted by any inlprovements, proposed or future, for this property. The proposed stor\nwater management system will comply with all other applicable state and local regulations land can be more fully addressed at the time of the building pemit application. , ! R E C E ~ V ED I I : JAN 1 0 2011 : By: fRt-S~lTrf\!..-- , , " .1 . . . I I I I I I I I I I I I J ,-," , STORM DRAINAGE "" PLAN , . I I "" , , , " I I I I I I RECE~VED I " t JAN 1 0 2011 "! By: P((6-SU8(1\\ Ti~ '" ,g." fZ ~~ ~ p>< tri ~g 5 9; '" .0 f;1 ::'10 tl1 ~ll '" 00 Z .~~ 0 "0 R> ~~ Ul ~S ~ g~ -< " '" ~" " ,..e ~ ii1~ 0 .~- lz [) ~'ii"" ~O Sz:Z.,; .~~~~ -~ ~d>!!~ ;;: ;jd ah:j b"S .>.,;:" ~g ~ t: ~ ~ I? ~ ~. ~ < -i>--' I i'J ~ o '-;ga~ ~-~ t:r1 iil.:.:> j;~g ~. ~ g ,m , S , ~ . ~~~n~ ). ; ~"," ~ ~~~~'"'~ '? ~A~~~;;; ~i .:::; ;~~=si ~j::::g;::p: ;.:j~ ~; .:; . -.". ~ Q "',.",.. n~o~ ~12'~!2 :~~€i l~::~ ~a~~ l~~ ~~. 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" .. ;;; ~ ~ ,; ~ ;;; - ~ ~ ~ ~ a :; a . ~ ~ g < 0 :Ie ~ ;;;.. ;g ." i ~ ~ _ '" 0; :jfJ;~~ 1 ~~8~ ~ r: I -""<<<.:N(~~~'~~""~~ _~_ . . ~~'~:'.'(A ll. I SO~42nd~ f ","J::;l1if!.-:<_;".' I YJIJ',+/"" :- ,.. ~ po - . -g~ '" a.~~-~~~ . ~ 00 '-r ..> Z;"">::~...,c:o;:> i ~~ ~~ 7.1~_~ ' a b l:"_ c~ ~~~ 2 ~.~ ~"1~ ~;:'"'" ~~,~*~[ g€~ ?;~ ;;~;; ~:;; i1 ~; ~t ~~ :"~~ .. ..:;> g:;> ''''~z ~-gi' ::l:~~':"';;i:;~~...~ ~ ~ ~ no.::;!g .::sz_- r;: ~;;; g~ \?"'~:i! gg=iI ilt.~~~"""".i':t-'l e:"~x" i3,,23: ~~ ~!;l: ....!l ~::.~'; ~-g~ ;;:i'~ B.;;~~ .t::...,~ .~~ ~~g ~~ ~ :.~~ e"';:'" ~ ~3; [~ g~~ ~....", "\Sic ;:,.,:< ~:;;:: "';!:,'.....~ '~:V'~ ~~ ~;< -l.;'2'" ~:< ~ -, ~~ - ~ ?:!i ~ "" .. "" ~:(. .~ ~ ~ j : I > ; 1 j II ~. nrO@g~. s .s ~n n~ "0 ,> ." ~ ~ 0' '" ~ <> '" 0... ~~i ~~~ g ~ '" "-<;; - ~;;:, .NO ~~= j~~ .. ~ ~ ~ " " :; a ~ <> <> I ~ g .~ ~ " ~ ~ ~ ~ .~ " i ~ ~ ~g !:l ~ ~ "f i~ .. I . n ,~ ~ , _ 0 o , , , , , , t, ,I I I , I I I I I I I I I I i I I I I I i~g >:;;,l ,.. ,po i"~,~ ~~'~ "''''~ ., I ! I I I tti :>- co >-1 o o zen o ~ . f;; 'U ,"_0 r< aO<:>- ~ . 1"- ..., ,,-..,~ 1'.5j;~Q _ ~J;:~"'~ '0 B.~~oL<~~ ~8....S" -. :a. . .. ~~S"1;j. . ".. trJ t;j . ~"~.." 'L; ,. 08 _1--'-1 0' g 0 ''U <" ~.~ co :i! ~ >cl Si co co tn _co ~ .~ ~ ~ '''' ~ By:' tt6- SUBI-t llTXZ-- . i -j , I SOILS I I I i I i I , I I I I I . I I RECEIVED JAN 1 0 2011 By: PR..E-Su6#J\.lTT'1\L.-- . . . 3 --, Dep~rC~a~ '-1 -- --- ~e-rmeab~litY !Availab:r: sOii 'TErosion Soil name and M.oist Shrink-swell factors Organic map symbol bulk water reactlon potenti al I matter dens i tv . canaci t" I K T In Pct ~cm.) In/h~ In/in ""I Pet - - '. , 28C, 288-----'---- 0-7 , 18-27 1. 30-1. 40 0.6-2.0 0.19-0.21 5.6-6.5 Low---------'- 0.28 2 3-5 Chehu Iptim 7-13 20-30 1.30-1.40 0.6-2.0 0.18-0.22 5.6-615 Low---------- 0.28 13 --- --- --- --- ---I ------------- ---- 2~~~~:;~~--------ll~=;ci 5-15 1.30-1. 40 0.6-2.0 0.20-0.22 Low---------- 0.32 5 5-10 5.6-6.5 5-15 1.30-1.40 0.6-2.0 0.19-0.21 6.1-7.13 Low---------- 0.32 50-60 2-10 1.30-.140 0.6-2.0 0.08-0.10 6.1-713 Low---------- 0.24 30*: ! Cloquato-------- 0-14 5-15 1.30-1.40 0.6-2.0 0.20-0.22 5.6-6.15 Low'---------- 0.32 5 5-10 14-50 5-15 1. 30-1. 40 0.6-2.0 0.19-0.21 6.1-7.13 Low"'---------- 0.32 50-60 2-10 1.30-1.40 0.6-2.0 0.08-0.10 6.1-7.:3 Low-----"'----- .0.24 , Urban land. I 31--------------- 0-18 27-35 1. 20-1. 40 0.6-2.0 0.18-0.20 5.6-6.15 IMOderate----- 0.32 5 4-6 Coburg 18-53 35-45 1.20-1:40 0.2-0.6 0.18-0.20 6.1-7.13 Moderate----- 0.37 53-65 15-30 1. 20-1. 40 2.0-6.0 0.13-0.15\6.6-7{3 \LOW---------- 0.24 ; 32*: I Coburg---------- 0-18 27..:.35 1.20-1. 40 0.6.,-2.0 0.18-0.20 5.6-6.15 Moderate----- 0.32 5 4-6 18 -5 3 35-45 1.20-1.40 0.2-0.6 0.18-0.20 6.1-7.13 Moderate'----- 0.37 53-65 15-30 1.20-1.40 2.0-6.0 0..13-0.15 6.6-7.13 Low..c.--------- 0.24 Urban land. , I 33-----------0--- 0-9 27-35 1.20-1.40 0.6-2.0 0.19-0.21 5.6-6.15 Moderate----- 0.37 5 4-8 Conser 9-41 35-50 1.20-1.40 0.06-0.2 0.14-0.16 6.1-6.5 High--------- 0.37 41-60 15-30 1. 20-1. 40 0.6-2.0 0.16-0.18 6.1-7.3 Low---------- 0.43 , I 34------~-------- 0-15 27-35 1.30-1. 40 0.2-0.6 0.16-0.19 5.1-6 '10 Moderate----- 0.20 2 3-5 Courtney 15-28 50-60 1.30-1.40 < O. 06 0.11-0.14 6.1-6.5 High--------- 0.20 28-41 27-35 1.30-1.40 0.2-0.6 0.07-0.13 6.1-6.15 Madera te----- 0.17 41-60 0-5 1.30-1.40 6.0-20 0.03-0.05. 6.1-7.13 Low-----.:.---- 0.10 I I 15 50" 3sF; 35G---- 0-15 --- 0.85-0.95 0.6-2.0 0.20-0.25 4.5-6.,0 Low--------o-- 0.17 4-6 Cruiser 15-55 --- 0.90-1.00 0.6-2.0 0.17-0.20 4.5-6.0 Low---------- 0.24 55-65 --- 1.10-1.30 0.6-2.0 0.10-0.16 04.5-6.'0 Low---------- 0.24 I 6D-------~------ 0-14 27-35 1.20-1.40 - 0.6-2.0 0.18-0.20 5.1-6.S Moderate----- 0.24 5 4-6 Cumley 14-60 40-55 1.30-1.40 0.2-0.6 0.14-0.16 S.l-b.O High--------..:. 0.24 0.17-0.20 I 7e, 378.-:--------- 0-6 --- 0.85-0.~5 0.6-2.0 5.1-6.0 Low---------- 0.15 3 4-8 Cupola 6-32 --- 1.20-1.40 0.6 -2.0 0.1000.13 5.6-6.5 Low-----..:..---- 0.10 32-60 --- oL 40-1. 60 0.2-0.6 0.05-0.08 5.6-6."5 Low...:.'--------- 0.02 , I 8--------------"- 0-7 15-20 1.30-1.40 0.6-2.0 0.18-0.25 5.1-6.0 Low--...:.------- 0.43 5 +-4 Dayton 7-16 15-30 1.25-1.40 0.6-2.0 0.18-0.22 5.1-6."0 Low-'-------~- 0.49 1"6-451 40--'50 11. 25-1. 40 <0.06 0.03-0.05 5.1-6.'5 IHi9h--------"IO.32 45-60 40-60 1.30-1.40 0.06-0.2 0.05-0.10 6.1-7.3 High,--------- 0.37 I ' ' 9E, 39F------"--- 0-4 15-25 0.90-1.10 2.0-6.0 0.10-0.14 5.1-6.5 Low-,.--------- 0.10 3 3-5 Digger 4-17 15-25 0.95-1.10 2.0-6.0 0.10-0.12 5.1-6;0 Low---------- 0.20 17-37 15-25 1.00-}.40 2.0-6.0 0.10-0.12 4.5-6. {) Low---------- 0.24 37 --- --- --- --- --- I ------------- ---- I OH*: I Digger---------- 0-4 I 15-25 0.90~1.101 2.0-6.0 0.10-0:14 5.1-6.5 LOW----------10.10 3 3-5 4-17 15-25 0.95-1.10 2.0-6.0 0.10-0.12 5.1-6.9 LOW-~-~------ 0.20 17 -3 7 15-25 1.00-1.40 2.0-6.0 0.10~0.12 4.5-6.0 Low---------- 0.24 37 --- --- --- --- I --- I ________c___~I--__ Rock outcrop. < I , 3-6 le, 41E, 41F---- 0-14 27 -40 1. 30-1. 50 0.6-2.0 0.18-0.21 5.6-6.5 Moderate----- 0.32 3 D ixonv il1e 14-26 40-60 1.30-1.60 0.06-0.2 0.12-0.17 5.6-6.5 H igh-------'--- 0.24 26 --- --- --- I --- --- I -- -.---,....-----. '---.=J m In I , C ' ~:-.~ '\\ '''' I TABLE 13.--PHYSICAL AND CHEMICAL PROPERTIES OF SOILS--Continued I Soil Survey 350 )If 3 3 3 3 4 4 See footnote at end of table. I. fh:CE~WED JAN 1 0 2011 By: 1RE" - .so ts l'\ CIT-f'\1.-.-- Lane County Area, Oregon Soil name and map symbol TABLE .13. --:-PHYSICAL AND CHEMICAL PROPERTIES OF. SOILs-tc.Ontinueo - -- T - - -T ~ ----- -,- -i------iErosion Clay Moist I Per!OOabili ty Available 1 Soil Shrink-swell factors_ . bulk water. reaction potential I )1 density canacitv K . T Pet G/cm.:l I?/hr In/in l2!! -i-- Depth 66D---------~---- Kinney In 0-12 12-42 42-50 50 67F, 67G-------~- 0-16 Kinney 16-50 50.-58 58 68F, 68G-------~- 0-12 Kinney 12-42 42-50 50 69E-------------- 0-16 Kinney 16~50 50-59 59 70E, 71F, 7IG,. 72F( 72G-------- Klicki tat 73--------------- Linslaw 0-13 13-39 139-50 50 0-16 16-42 42-56 56-60 748, 74C, 74D, 74E------------- 0-16 Lint 16-69 75--------------- r.1alabon ~76*' " Malahon--------- Urban land. 0-12 ' 12-42 42-60 0-12 12-42 42-60 77B----~--------- 0-15 Marcola 15-60 78-------------~- 0-14 McAlpin 14-60 79--------------- 0-24 McBee 24-41 41-62 80F,' 80G--------:_ ' 0':':11 McCully 11~55 55 810, 81F, 81G----1 0-14 McDuff 14-37 37 82C-------------- 0-8 Meda 8-40 40-60 1 I . . 353 See footnote at e~d of table. Organic matter Pet 18-27 0.85-0.95 0.6-2.0 0.16-0.22 5.1-6.5 Low--------~- 0.10 4 22-30 0.90-:1.20 0.6-2.0 0.15-0.20 4.5":'5.5 Low---------- 0.17 15-27 0.90-1.20 0.6-2.0 0.13-0.20 3.6-5.5 Low-~~;...------ 0.32 ------------- 4-8 IB -27 0.B5-0.95 0.6-2.0 0.16-0.22 5.1~6.5 Low---------- o.io 22-30 0.90-1.20 0.6-2.0 0.15-0.20 4.5-5.5 Low---'-----.-- 0.17 1,5-27 0.90-1.20 0.6'-2.0 0.13-0.20 3.6-5.5 Low---------- 0.32 ------------- I IS-27 0.85-0.95 0.6-2.0 0.16-0.22 5.1-6.5 ILOW---"------ 0.10 22-30 0.90-1.20 0.6-2.0 0.15-0.20 4.5'-5.5 Low---------- 0.17 15-27 0.90-1.20 0.6-2.0 0.13-0.20 3.6-5.5 Low--~-----:_- 0.32 ---,.. 1------------- lS-27 0.85-0.951 0.6-2.0 0.16-0.22 5.1-6.5 ILOW---------- 0.10 22-30 0.90-1.201 0.6-2.0 0.15-0.20 4.5-5.5 Low-------~~- 0.17 15-27 0.90-1..20 0.6-2.0 0.13-0.20 3.6-5.5 Low---------- 0.32 C----------- 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 1.20-1.40 ;t.20-1. 40! ' 1.20-1.40 0.6-2.0 0.6-2.0 0.6.-2.0 - 0.OS....:0.10 0.06-0.10 O.05~0.OS 4.5-6.0 4.5-5.5 4.5-5.5 5.1-6.0 4.5-5.5 4.5-6.0 5.6-6.0 0.50-0,85 0.50-0.85 2.0-6.0 0.6-2.0 0.23-0.50 5.1-5.5 0.22-0.48 5~1-5.5 1.30-1.35 1.30-1.35 1.25-1.30 1 0.6-2.0 0.6 -2.0 6.0-20.0 0.14-0.17 0.08-0.14 0.07-0.10 L 20-1.40 1.20-1.40 1.20-1.40 1.20-1.40 0.6-2.0 0'.06-0.2 0.06-0.2 0.6-2.0 0.16-0. HI 0.16-'0.20 0.10-0.18 0.10-0.16 5.6-6.0 6.1-7.3 6.1-7.3 5.6-6.0 6.1-7.3 6.1-7.3 27 -35 1. 30-1. 40 0.6-2.0 0.14-0.~8 5.6-6.5 40-50 1.30-1.50 0.06-0.2 0.12-0.16 6.1-7.3 30-40 1.20-1.40 0.6-:'?0 0.19-0.21 5.1-6.0 40-50 1.20-1.40 0.2-0.6 0.15-0.17 5 .1-6.0 27-35 1.20-1.40 0.6-2.0 0.19-0.21 5.6-6.5 25-35 1.20-1.40 0.6-2.0 0.19-0.21 5.6-7.3 25-45 1. 20-1. 4q 0.6-2.0 0.13-0.21 6.1-7.3 30..:.40 1.20....;.1.30 0.6-2;0 0;17-0.21 5.1~5.5 45-55 1.fO-i.3O 0.2-0.6 0.14-0.16 4.5-5.0 27-35 0.95-1.10 0.6-2.0 0.19-0.21 4.5-5.5 40-60 0.95-1.10 0.2-0.6 0.11-0.13 3.6-5.0 20-25 27 -35 3-15 1. 20-i. 40 1.20-1.40 1.20-1.40 0.6-2.0 0.2-0.6 0.6,-2.0 0.18-0.20 0.18-0.20 0'.18-0:20 1. 20-1. 40 1.20-1.40 1.20-1.40 0.6-2.0 0.2-0.6 0.6-2.0 0.18-0.20 0.18-0'.20 0'.18...1.0.20 5.6-6.0 5.6-6.0 5.6-6.0 4 4-8 4 " 4-8 " 4 4-8 Low---------- 0.10 3 Low---;....------ 0.15 Low---------- 0.10 ------------- I I rLow---..c.-----:--- 0.28 5 Moderate----- 0.32 Moderate----- 0:-32 ILow---------- 0, 28 I :Low~--------- 0.3-7 5 Low---------- 0.49 i Moderate----- 0.15 5 Moderate----- 0.28 'Moderate----- 0.32 I I 'Moderate----- 0.15 5 Moderate---~- O. 28 'Moderate---'-- 0.32 I , I , 3-6 2-4 10-15 4-6 4-6 Moderate----- 0.20 5 4-6 High--------- 0.20 I , Moderate----- 0.24 5 3-6 High--~------ 0.28 i Moderate----- 0.28 5 4-6' Moderate----- 0.28 Moderate----- 0.28 I Low---~------ ,0.17 4 7-12 Moderate--~-- 0.20 t:::::::~~~~~I:~::1 3 4~6 ~~~":,,,:,,===== ~~:~b . Low---------- 0.32 5 1-3 ~~:==H=t= C t: t VE 0 JAN 1 0 2011 By: ~-=--2u-~\k,,\1I1\V . -I DI c . . . . . . . . . . . . . 0 " " " " " " " " " " " " ~I . . . . . . . . . . . . ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ .~ . . . . . . . . . . . . " " " " " " " " " " " " 0 u . . . . . .c .c .c .c .c .c . . . . . . " C '0' '0 '0 '0 '0 '" ",. '" '" '" '" '0 '0 '0 '0 '0 '0 " 0 , 0 0 0 0 0 .~ .~ .~ .~ .~ .~ 0 0 0 0 0 0 . . , , ( I .. . . . I HYDROLOGIC CALCULATIONS I FOR. , RETENTION SYSTEM SiZING : I I Santa Barbara Urban : I Hydrograph Method I , Spreadsheets & Supporting Documentation I I I I I I I I. I I I. i , I I ! RECE~VED I ; JAN 1 0 2011 , , ,. By: PRt-SUBlV\LlIM- . . . I , EA'CONGRBGATION OF JEHOVAH'S WITNESSES-' DEVELOPED CONDmON (2-year wi No infiltration) I Rain Garden I I Ful\ Buildout , design area = 5095 sf I total area = 75,900 1.74 (acres) deSign depth = 1.15 ft pervious area = 20000 0.46 I impervious area = 55,900 1.28 Total storage per area & depth listed = 5859 cf Pervious CN.- 86 S - 1.6279 O.2S - 0.3256 I 5831 cf Peak Req'd Storage = 1m ervio'us CN = 98 , S ~ 0.2041 0.2S ~ 0.0408 Peak Desi2D floJrate = 0.55 cfs total depth rain I Pt~ 3.3 (inches) MeasUred permeability rate == * in/lrr no infiltration used to calc dt~ \0 (min) Design Soil Permeality Rate- 0.00 inlhr storage requirement Tc= 10 (min) 1r 0.33333 percolation rate = 0.00 cfs File No: 3820 In-yr.qpw , bypass rate = 0.00 cfs DO pre-developed cite used 03-16-09, MlK max outflow rate = 0.00 cfs I 24-H01rrSCS Type'IADesign Storm - 2 Year PERVIOUS Incremental Cumulative Rainfall Were. Rainfall Accum. Accum. Increm. Total Design Req'd Stor'g Req'd Storg Time distr. Rainfall Increment Rainfall Runoff Runoff Runoff f10wrate Vol In - perc Vol In - perc mm distr. . inches inches inches inches inches cfs 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% 0.013 0.040 0.000 0.000 0.000 0.000 0.000 0.00 0.00 0.00 0 0.40% 0.660 - 0.00\ L03 40 1.60% 0.013 0.053 0.000 0.001 '0.000 0.01 0.00 I. 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 OAO% 2.40% 0.013 0.079 0.000 ., 0.000 0.006 0.003 0.002 om 0.0\ 5.14 9 70 0.40% 2.80% 0.013 0.092 0.000 0.000 '0.010 0.004 0.003 0.03 0,0\ 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 OAO% 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% 0.0\7 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 73 130 0.50% 5.50% 0.017 0.182'- '0.000 0.000 0.057 0.010 -0.008 0.08 om 16.i9 89 140 0.50%1 6.00% 0.017 0.198 0.000 0.000 0.068 0.01l 0.008 0.09 0.03 17,05 106 150 0.50% 6.50% 0.017 0.215 0.000 0.000 0.080 O.QlI 0.008 0.09 0.03 17.80 124 160 050% 7.00% 0.017 0.231 0.000 0.000 0.092 0.012 0.009 , 0.Q9 0.03 \8.46 142 170 0.60% 7.60% 0.020 0.25\ 0.000 0.000 0.106 0.Ql5 0.011 I O.ll . 0.04 22.90 165 180 060% 8.20% 0.020 0.271 0.000 0.000 0,122 0.015 0.011 i 0.12 0.04 23.62 189 190 0.60% 8.80% 0.020 0.290 0.000 0,000 0.137 .0.016 0.01l ~ 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 t 0.12 0.04 24.78 238 210 0.60% 10.00% . 0.020 0.330 0.000 0.000 0.\70 0.016 0.012 i 0.13 0.04 25.27 263 220 0.60% 10.60% 0.020 0.350 0.000 0.000. 0.186 0.017 0.012 i 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 I 0.15 0.05 30,98 320 240 0.70% 12.00% 0.023 0396 0.003 0.002 0.226 0.020 0.015 0.16 0.05 31.77 352 250 0.70% 12.70% 0.023 0.419 0.005 0.002 0.246 0.020 0.015 I 0.16 0.05 '32.~ 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 0.0]6 I 0.17 0.06 33.75 451 280 0.70% 14.80% 0.023 0.488 0.Ql5 0.004 0.307 0.021 0.016 I 0.06 34.31 486 290 0.82% 15.62% 0,027 0.515' 0.020 0:005 0.332 0.025 0.019 I ~.~~ om . 40:86 526 300 0.82% . 16.44% 0.027 0.543 0.026 0.006 0.357 0.025 0,020 0.21 0.07 41.52 568 310 0.82% 17.26% 0.027 0.570 0.032 0.006 0.382 0.025 0.020 0.21 om 42.13 610 320 0.82% 18.08% 0.027 0597 0.039 0.007 OA07 0.025 0.020 10.21 0.07 42.70 653 330 0.82% 18.90% 0.027 0.624 0.046 0.007 0.432 0.025 0.021 10.22 om 43.23 696 340 0.82% 19.72% 0.027 0.651 0.054 0.008 0.457 0.025 0.021 10.22 0.07 43.73 740. 350 0.95% 20.67% 0.031 0.682 0.064 0.010 0.486 0.029 0.024 10.26 0.Q9 51.24 791 360 0.95% 21.62% 0.031 0.713 0.075 0.011 0.516 0.030 0.025 10.26 0.09 51.82 843 370 0.95% 22.57% '0.031 0.745 0.086 0.01l 0546 0.030 0.025 10.26 0.09 52.36 895 380 0.95% 23.52% 0.031 0.776 0.098 0.012 0,576 0.030 0.025 ~0.26 r9? r= r&7i = ;, 9~F" D 390 0.95% 24.47% oml 0.808 0.1l0 0.012 0.606 0.030 0.025 i 0.27 ' _0,'\91 ~53n =wot: 400 0.95% 25.42% 0.031 0,839 0.123 0.013 0.636 0.030 0,026 0.27 O.@ == ~Y80""" 1055' 410 1.34% 26.76% '0.044 0,883 0.142 0.019 0.678 0.042 0.036 10.38 0.13 76.59 1132 420 1.34% 28.10% 0.044 0.927 0.162 0.020 0.721 0.043 0.037 10.39 0.13 Jit 0 z O~l~; 430 1.34% 29.44% 0.044 0.972 0.183 0.021 0.763 0.043 0.037 0.39 , 0.13 By: ..Bs.E~SV8fttllTJ\:1--- . . 24-Hour SCS Type 1A Design Storm - 2 Year Iricremental Cumulative Rainfall Inere. Rainfiill ACCUID. Design Req'd Stor'g Req'd Stor'g Time rustr. Rainfall Increment Rainfall f1;owrate Vol Tn ~ perc Vol In - perc . min distr. inches inches cfs c 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 5.40% 41.84% 0,178 1.381 0.415 0.108 1.163 0.175 0.157 1.66 0;55 331.20 2036 480 2.70"10 44.54% 0.089 1.470 0.472 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.\9 IIL70 2317 500 1.34% . 47.68% 0.044 1.573 0.54\ 0.030 1.353 0.044 0.040 0.42 0.14 84.26 2401 510 1.34% 49.02% 0.044 1.618 0.572 0.030 1.396 0.044 0.040 0.42 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% 0.029 1.720 0.643 0.021 .1.497 0.029 0.027 0.28 0.09 55.96 2682 550 0.88% 53.00% 0.029 1.749 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 0.021 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 I 0.09 56.55 3020 610 0.88% 58.28% 0.029 1.923 0.791 0.022 1.698 0.029 0,027 0.28 0.09 56.64 3077 620 0.88% 59.16% 0.029 1.952 '0.813 0.022 1.727 0.029 '0.027 0.28 0.09 56.73 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.Ql8 1.808 0.024 0.022 0.23 0.08 46.61 3294 660. 0.72% 62.36% 0.024 2.058 0.893 0.018' 1.832 0.024 0.022 0.23 0.08 46.66 3340 670 0.72% 63.08% 0.024 '2.082 0.911 0.018 1.855 0.024 0.022 0.23 0.08 46.71 3387 '680 0.72% 63.80% 0.024 2.105 0.930 0.018 1.879 0.024 0.022 0.23 0.08 46.76 3434 690 0.72% 64.52% 0.024 2.129 0.948 0.018 1.902 0.024 0.022 0.23 0.08 46.81 3481 700 0.72% 65.24% 0.024 2.153 0.966 0.018 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 I 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 1 ~.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 I 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 I 0.24 0.08 47.08 3762 760 69.56% 1.079 0.019 2.068 0.024 I . 0.72% 0.024 2.295 0.022 I 0.24 0.08 . 47.12 3810 770 0.57% 70.13% 0.019 2.314 1.094 0.015 2.086 0.019 0.018 I 0.19 0.06 37.33 3847 780 057% 70.70% 0.019 2.333 1.l09 .0.015 2.105 0.019 0.018 . : 0.19 0.06 .37.35 3884 790 0.57% 71.27% 0.Ql9 2.352 1.124 .9.015 '.2.124 0.019 0.Ql8 I 0.19 0.06 37.38 3922 800 ' 0.57% 71.84% 0.0)9 2.371 ):139 0.p15 2.142 0.019 0.Ql8 I 0.06 37.40 3959 I 0.19 810 0.57% 72.41% '0:019' . 2.390 1.154 0.Ql5 2.161 0.019 0.018 ,0.19 0.06 37.43 3997. 820 0.57% 72.98% 0.019 1.408 1.169 0.015 2.180 0.019 0.018 ; 0.19 0.06 37.45 4034 , 830 0.57% 73.55% 0.019 2.427 1.184 0.Ql5 2.198 0.019. 0.0]8 . 0.19 0.06 37.47 4071 840 0.57% 74',12% 0.019 2.446 1.199 O.QlS 2.217 0.019 Om8 ' 0.19 0.06 37:50 4109 850 0.57% 74.69% 0.019 2.465 1.215 0.015 2.236 0.0]9 0.Ql8 I 0.19 0.06 37.52 4146 860 0.57% 75.26% 0.019 2.484 1.230 0.Ql5 2.254 0.019 0.Ql8 : 0.19 0.06 37.54 4184 870 0.57% 75.83% 0.019 2.502 1.245 -0.015 2.273 0.019 0.Ql8 10.19 0.06 37.56 4222 880 0.57% 76.40% 0.019 2.521 i.261 0.015 2.292 0.019 0.018 10.19 0.06 37.58 4259 890 0.50% 76.90% 0.017 2.538 1.274 0.014 2.308 0.0]6 0.016 I 0.16 0,05 32.99 4292 900 0.50% 77.40% 0.017 2.554 1.288 0.014 2.325 . 0.016 0.016' I 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 1'0.17 0.06 33.02 4358 920 0.50% 78040% Om7 2.587 . 1.315 0.014 2.357 0.016 0.016 10.17 0.06 33.03 4391 930 050% 78.90% 0.017 2.604 1.329 0.014 2.374 0.016 0.0]6 10.17 0.06 33.05 4424 940 0.50% 79.40"10 0.017 2.620 1.342 0.014 2.390 0.016 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 10.17 0.06 33.08 4490 960 0.50%" 80040% 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% 0.017 2.670 1.383 0.014 2.440 0.016 0.016 1017 0.06 33.11 .4557 980 0.50% 81.40% 0.017 2.686 1.397 0.0]4 2.456 0.016 0.016 .0.17 fO.06 = (33.1-2 "'~\459O=D 990 0.50% 81.90% 0.017 2.703 I.4Il 0.014 2.472 0.016 0.016 '0.17 ":)"; , ... H ~ l.r fI 0.06 ",' 33.,14 I"J ~ ; 4623:::&11 1000 82.40% 1.425 0.014 2.489 0.016 0.Ql6 I ~. .. "eo ::t' ~4656;::m 0.50% 0.017 2.719 10.17 . 0!06 "'" 33.~5 1010 0040% 82.80% 0.013 2.732 1.436 O.OIl 2.502 0.013 0.013 10.13 0.04 26.53 4682 1020 0040% 83.20% 0.013 2.746 1.447 0.011 2.515 0.013 0.013 i 0.13 0.04 JA~~ 201f09 1030 OAO% 83.60% 0.013 2.759 1.458 O.OIl 2.528 0.013 0.013 10.13 0.04 736 1040 0.40% 84.00% Om3 2. 772 ' 1.469 0.011 2.541 om3 0.013 10.13 0.04 26.56 4762 1050 0.40% 84.40% 0.013 2.785 1.480 O.OIl 2.554 0,013 0.013 0.13 8,0; 26.56 4789 PRE-S U 8 M,lTD'CL--- ~ . . 24-Hour SCS Type 1 A Design Storm - 2 Year PERVIOUS lncremental Cumulative Rainfall mere. Rainfall Accum. Accum. Increm. Design Re<j'd Stor'g Req'd Stor'g Time distr. Rainfall Increment Rainfall Runoff Runoff flowrate Vol In - pere Vol In - perc . mm mstr. inches inches inches inches cfs c c 1060, 0.400/0 84.80,% 0,.0,13 2.798 1.491 0,.0,11 2.568 0,.0,13 0,.0,13 0,.13 0,.04 26.57 4815 1070, OAO% 85.20% 0,.0,13 2.812 1.50,2 0,.0,11 2.581 0,.0,13 0,.0,13 0,.13 0,.04 26.58 4842 10,80, OAO% 85.60% 0,.0,13 2.825 1.513 0,.0,11 2.594 0,.0,13 0,.0,13 0,.13 0,.04 26.59 4868 1090, 0,.40,% 86.00% 0,.0,13 2.838 1.525 D.Dll 2.60,7 0,.0,13 0,.0,13 0,.13 0,.04 26.60, 4895 liDO, 0.40% 86.40,% 0,.0,13 2.851 1.536 0,.0,11 2.620, 0,.0,13 0,.0,13 0,.13 0,.04 26.61 4922 1110, 0.40% 86.80,% 0,.0,13 2.864 1.547 0,.0,11 2.633 0,.0,13 0,.0,13 0,.13 0,.04 26,61 4948 1120, OAO% 87.20,% 0,.0,13 L878 1.558 0,.0,11 2.646 0,.0,13 0,.0,13 0,.13 0,.04 26.62 4975 1130, 0.40% 87.60,% 0,.0,13 2.891 1.569 0,.0,11 2.660, 0,.0,13 0,.0,13 0,.13 0,.04 26.63 50,0,2 1140, 0.40% 88.0,0,% 0,.0,13 2.904 1.581 D.Dll 2.673 0,.0,13 0,.0,13 0,.13 0,.04 26.64 50,28 1150,. 0.40% 88.40% 0,.0,13 2.917 ].592 0,,0,11 2.686 0,.0,13 0,.0,13 0,.13 0,.04 26.64 50,55 1160, 0.40% 88.80,% 0,.0,13 2.930, 1.60,3 D.Dll 2.699 0,.0,13 0,.0,13 0,.13 0,.04 26.65 50,81 1170, 0.40% 89.20,% 0,.0,13 2,944 1.614 0,.0,11 2.712 0,.0,13 0,.0,13 0,.13 0,.04 26.66 5108 1180, OAO% 89:60% 0,.0,13 2.957 1.626 D.Dll 2.725 0,.0,13 0,.0,13 0,.13 0,.04 26.67 5135 1190, 0.40% 90,.00"10 0,.0,13 2.970, 1.637 0,.0,11 2.738 0,.0,13 0,.0,13 0,.13 0,.04 26.67 5161 120,0, 0,.40,% 90,.40,% 0,.0,13 2.983 1.648 0,.0,11 2.752 0,.0,13 0,.0,13 0,.13 0,.04 26.68 5188 1210, 0.40% 90.80% 0,.0,13 2.996 1.659 0,.0,11 2.765 0,.0,13 0,.0,13 0,.13 0,.04 26.69 5215 1220, 0.40% 91.20,% 0,.0,13 3.0,10, 1.671 0,.0,11 2.778 0,.0,13 0.0,13 0,.13 0,.04 26.70, 5242 1230, 0.40% 91.60,% 0,.0,13 3.0,23 1.682 0,.0,11 2.791 0,.0,13 0,.0,13 0,.13 0,.04 26.70, 5268 124D 0.40% 92.0,0,% 0,.0,13 3.0,36 1.693 0,.0,11 2.804 0,.0,13 0,.0,13 0,.13 0,.04 26.71 5295 1250,. 0.40% 92.40% 0,.0,13 3.049 1.70,5 0,.0,11 2.817 0,.0,13 0,.0,13 0,.13 0,.04 26.72 5322 1260, OAO% 92.80% 0,.0,13 3.0,62 1.716 0,.0,11 2.830, 0,.0,13 0,.0,13 0,.13 0,.04 26.72 5348 1270, 0.40% 93.20% 0,.0,13 3.0,76 1.727 D.Dll 2.844 0,.0,13 0,.0,13 0,.13 0,.04 26.73 5375 1280, 0.40% 93.60,% 0,.0,13 3.0,89 . 1.739 0,.0,11 2.857 0,.0,13 0,.0,13 0,.13 0,.04 26.74 540,2 1290 0.40"/0 94.00% 0,.0,13 3.102 . 1.750, 0,.0,11 2.870 0,.0,13 0,.0,13 '0,.13 0,.04 26.74 5429 130,0, 0,.40,% 94.40% 0,.0,13 3.115 1.762 0,.0,11 2.883 0,.0,13 0,.0,13 0,.13 0,,04 26.75 5455 1310 0.40% 94.80,% 0,.013 3.128 1.773 0,.0,11 2.896 0,.0,13 0,.0,13 0,.13 0,.04 26.76 5482 1320, 0.40% 95.20% 0,.0,13 3.142 1.784 0,.0,11 . 2.90,9 0,.0,13 0,.0,13 0,,13 0,.04 26.76 550,9 1330, 0.40% 95.60% 0,.0,13 3.155 1.796 0,.0,11 2.922 0,.0,13 0,.0,13 0,.13 0,.04 26.77 5536 1340, 0.40% 96.0,0,% 0,.0,13 3.168 1.80,7 0,.011 2.936 0,.0,13 0,.0,13 0,.13 0,.04 26.78 5562 1350, 0,.40,% 96.40,% 0,.0,13 3.181 1.819 0,.0,11 2.949 0,.0,13 0,.0,13 0,.13 0,.04 26.78 5589 13'60, 0,.10,% 96.80,% 0,.0,13 3.194 '1.830, 0,.0,11- 2.962 0,.0,13 0,.0,13 0,.13 0,.04 26.79 5616 1370, 0.40% 97.20,% 0,.0,13 3.20,8 1.842 0,.0,11 2.975 0,.0,13 0,.0,13 0,.13 0,.04 26.80, 5643 1380, 0.40% 97.60,% 0,.0,13 3.221 1.853 0,.0,11 2.988 0,.0,13 0,.0,13 0,.13 0,.04 26.80, 5670, 1390, 0040% 98.0,0,% 0,.0,13 3.234 1.865 0,.0,11 3.0,0,1 0,.0,13 '0,.0,13 0,.13 0,.04 26.81 5696 140,0, 0,.40,% 98.40,% 0,.0,13 3.247 1.876 0,.0,12 3.0,15 0,.0,13 0,.013 0,.13 0,.04 26.81 5723 0.40% 98.80,% 0,.0,13 3.260, . 1.888 0,.012 3.0,28 Dm3 0,.0,13 I 0,.13 0,.04 26.82 5750, 1410, \ 1420, 0.40% 99.20% 0,.0,13 3.274 1.899 0,.012 3.041 0,.0,13 0,.0,13 0,.13 0,.04 26.83 5777 1430, 0.40% 99.60% 0,.0,13 3.287 1.911 0,.0,12 3.0,54 0,.0,13 0,.0,13 0,.13 0,.04 26.83 5804 1440, 0.40% 100.0% 0,.0,13 3.30,0, 1.922 0,.0,12 3.0,67 o,m3 0,.0,13 I 0,.13 0,.04 26.84 5831 I I I I I I I I I I I I RF~~p,iED I I · -'clilc \i. . I I i JAN 1 0 2011 I I I I By: _J?e.e-SLl8~l TrLIJ-..--- . EM CONGREGATION OF JEHOVAH'S WITNESSES. DEVELOPED CONDITION (2-year wi Infiltration Rain Garden bottom width - 48.5 ft jFull Buildout bottDmli:n!rth~ 93.5 ft total area = 75,900 1.74 (acres) bottom area (infiltration 'area) - 4535 sf pervious area = 20000 0.46 I impervious area = 55,900 1.28 . Peak.RcQ'd Storaee = 3270 cf Pervious CN - 86 S ~ 1.6279 O.2S ~ 0.3256 Peak Design floJrate = 0.55 cfs hn erviOllS CN = 98" S ~ 0.2041 0.2S ~ 0.0408 drawdown ~time = . 29 hr toial depth rain I PtCo . 3.3 (incheS) SCS ininimum oerrneabilitv rate = 0.60 inlhr dt~ 10 (min) . Design Soil Pcrnicality Rate - 0.3000 inlhr scs min/2 Tc= 10 (min) w= 0.33333 percolation rate = 0.0:i15 cf, using bottom area only File No: 3820 D2i-yr.qpw bypass rate = 0.0000 cf, no pre-developed rate used 03-16-09, MiK max outflow rate "" 0.0315_ cf, I 24-Hour SCS Type lA Design Storm - 2 Year PERVIOUS IMPERVIOUS ! Incremental Cumulative" Rainfall Inere. Accum. Accum. Increm. Accum. Inciem. Rcq'd Stor'g Rcq'd Slor'g Time . distr. Rainfall Rainfall Runoff Runoff Runoff Runoff Vol In - perc Vol In - perc min distr. inches inches inches inches inches 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 om6 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"10 2;8-0% 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 0.00 0 100 0.40% 4;00% 0.013 0.132 0.000 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 0.03 0.00 0 140 0.50% 6.00% 0.017 0.198 0.000 0.000 0.068 0.011 0.008 0.09 0.03 0.00 0 150 0.50% 6.50% 0.017 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 0.03 0.00 0 170 0.60% 7.60% 0.020 0.251 0.000 6.000 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% ~.80% 0.020 0.290 0.000 0.000 0.137 0.016 0.011 0.12 0.04 5.34 14 200 0.60% .' 9.40% a.020' 0.310 0.000 0.000 0.153 0.016 0.012 0.12 0.04 5.89 . 20' 210 0,60% 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 0.206 0.020 0.015 . 0.15 0.05 12.09 45 240 0.70% 12.00% 0,023 0.396. . 0.003 0.002 0.226 0.020 0015 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 ] 16 290 0.82% 15.62% 0.027 0.515 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 Oa57 0.025 0.020 0.21 0.07 22.62 ]61 310 0.82% 17.26% 0.027 0.570 0.032 0.006 0.382 0.025 0.020 0.21 0.07 23.24 184 . 320 0.82% 18.08% . 0.027 0.597 . 0.039 0.007 0.407 0.025 0.020 0.21 0.07 23.81 208 330 0.82% 18.90% 0.027 0.624 0.046 0.007 0.432 0.025 0.021 0.22 0.07 24.34 232 340 0.~2% 19.72% 0.027 0.651 0.054 0.008 0.457 O.oz5 0.021 0.22 0.07 24.83 257 350 0.95% 20.67% 0.031 0.682 0.064 O.ouj 0.486 0.029 0.024 0.26 0.09 32.35 290 360 0.95% 21.62% 0.031 0.713 0.075 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 0126) E om, E33V47' E~' . 380 0.95% 23.52% 0.031 0.776 0.098 0.012 0.576 0.030 O.oz5 ot?6U """ 909, F ~~9~ . 390 390 0.95% 24.47% 0.031 0.808 0.110 0.012 0.606 0.030 0.025 0'27 . 0~09 . 34.45 424 400 0.95% -25.42% 0.031 0.839 0.123 0.013 0.636 0.030 . 0.026 0.27 0.09 34.90 459 410 1.34% 26.76% 0.044 0.883 0.142 0.019 0.678 0.042 0.036 0.38 ~ 1 0 5Z.gQ 517 420 1.34% 28.10% 0.044 0.927 0.162 0.020 0.721 0.043 0.037 0.39 58.47 575 430 1.34% 29.44-% 0.044 0.972 6.183 0.021 0.763 0.043 0.037 .10.39 0.1359.18 635 : By: p~~..: :"4.J P..>&Lrz\L-- I I . I , -I 24-Hour SCS Type IA Design Storm - 2 Year PERVIOUS , Incremental CUmulative Rainfall Inere. Rainfall Accurn. Accum. Instant Req'd Stor'g Req'd Sto~g Time distr. Rainfall Rainfall Runoff flok-ate Vol In - pere Vol In R perc mm distr. inches inches tfs I 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.Q4% 0.059 1.090 0.244 0.031 0.879 0.058 0.051 i 0.54 0.18 88.11 810 460 3.40";' 36.44% 0.112 1.203 0.307 0.063 0.988 0.109 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 I 0.56 0.19 93.81 1551 500 1.340/0 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 I 0.42 0.14 65.66 1682 520 1.34% 50.36% 0,044 1.662 0.602 0.031 L440 0.044 0.040 0.42 0.14 65.93 1748 530 0.88% 5L24% 0.029 1.691 0.623 0.020 L468 0029 0.026 1028 0.09 36.96 1785 540 0.88% 52.12% 0.029 L720 0.643 0.021 L497 0.029 0.027 028 0.09 37.07 1822 550 0.88% 53.00% 0.029 1.749 0.664 0.021 L526 0.029 0.027 ! 028 0.09 37.17 1859 560 0.88% 53.88% 0.029 L77S 0.685 0.021 1.555 0.029 0.027- I 0.28 0.09 3728 1896 570 0.88% 54.76% .0,029 L807 0.706 0.021 1.583 0.029 0.027 028 0.09 37.38 1934 580 0.88% 55.64% 0.029 1.836 0.727 0.021 1.612 0.029 0.027 I 0.09. 37.47 1971 I 028 590 0.88% 56.52% 0.029 1.865 0.748 0.021 L64i 0.029 0.027 028 0.09 37.57 2009 600 0.88% 57.40% 0.029 1.894 0.770 0.021 1.670 0.029 0.027 ' 028 0.09 37,66 2046 610 0.88% 58.28% 0.029 1.923 0.791 0.022 1.698 0.029 0.027 1028 0.09 37.75 2084 620 0:88% 59.i6% 0.029 1.952 0.813. 0.022 1.727 0.029 0.027 I 0.28 0.09 37.83 2122 630 0.88% 60.04% 0.029 L981 0.835 0.022 1.756 0.029 0.027 I 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 l028 0.09 38.00 2198 650 0.72% 61.64% 0.024 2.034 0.875 0.018 L808 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 I 0.23 0.08 27.76 2253 I 670 0.72% 63.08% 0.024 2.082 0.911 O.oJ8 L855 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 I 0.23 0.08 27.86 2309 690 0.72% 64.52% 0.024 2.129 0.948 0.018 L902 0.024 0.022 0.23 0.08 .27.91 2337 700 0.72% 65.24% 0.024 2.153 0.966 O.oJ8 L926 0.024 0.022 1023 0.08 27.96 2365 710 0.72% 65.96% 0.024 2.177 0.985 0.019 L950 0.024 0.022 I 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 i 023 0.08 28.05 2421 730 0.72% 67.40% 0.024 2224 1.022 0.019 L997 0.024 0.022 I 0.23 0.08 28.10 2449 740 0.72% 68.12% 0.024 2248 L041 0.019 2.020 0.024 0.022 I 0.24 0.08 28.14 2477 750 68.84% . . 0.024 L060 0.019 2.044 0.024 0.022 I 0.08 28.18 2505 0.72% 2272 1024 760 0.72% 69.56% 0.024 2295 L079 0.019 2.068 0.024 0.022 . 0.24 0.08 28.22 2533 770 0.57% 70.13% 0.019 2.314 1.094 0.015 2.086 0.019 0.018 0.19 0.06 18.43 2552 780 0.57% 70.70% 0.019 2.333 1.l09 O.oJ5 2.105 0.019 0,018 0.19 0.06 18.46 2570 790 '0.57% 71.27% 0.019 2.352 1.124 0.015 2.124. 0.019 O.oJ8 0.19 0.06 ]8.48 2589 800 0.57% 71.84% 0.019 2.371 1.139 0.015 2.142 0.019 0.018 0.19 .0.06 1,8.51 2607 810 0.57%. 72.41% 0.019 2-.390 1.154 O.oJ5 2.161 0.019 O.oJ 8 0.19 0.06 18.53 2626 820 0.57% 72.98% 0.019 2.408 1.169 0.015 2.180 0.019 O.oJ 8 0.19 0.06 . 18.56 . 2644 830 0.57% .73.55% . 0.019 2.427 . 1.184 O.oJ5 2.198 0.019 0.018 0.19 0.06 18.58 . 2663 840 0.57% .74.12% - 0.019 2.446 1.199 0.015 2.217 0.Oi9 0.018 0.19 0.06 18.60 2682 850 '0.57% 74.69% 0.019 2.465 1.215 O.oJ5 2.236 0.019 0.018 0.]9 0,06 18.62 2700 860 0.57% 75.26% 0.019 2.484 1.230 0.015 2.254 0.019 0.018 0.19 0.06 18.65 2719 870 0.57% 75:83% 0.019 2.502 1.245 O.oJ5 2,273 0.019 0.018 0.19 0.06 18.67 2738 880 0.57% 76.40% .0.019 2.521 1.261 0.015 2.292 0.019 0.0]8 0.19 0.06 18.69 2756 890 0.50% 76.~0% 0.017 2.538 1.274 0.014 2.308 0.016 0.016 0.16 0.05 14.09 2770 900 .0.50% i7.40% 0:617 2.554 1.288 0.014 2.325 0.016 0.016 0.17 0.06 14:11 2784 910 050% 77.90";' 0.017 2.571 1.301 0.014 2.341 0.016 0.016 0.17 0.06 14.12 2799 920 0.50% 78.40% 0.017 2.587 1.315 0.014 2.357 0.016 0.016 0.17 0.06 14.14 2813 930 0.50% 78.90% 0.017 2.604 1.329 0.014 2.374 0.016 0.016 10.17 . 0.06 14:15 2827 940 0.50% 79.40% 0.017 2.620 1.342 0.014 2.390 0.016 0.016 0.17 0.06 14.17 2841 950 O.~O% 79.90% 0.017 2.637 1.356 0.014 2.407 0.016 0.016 10.17 0.06 14.18 2855 960 0.50% 80.40% 0.017 2.653 1:370 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 I 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. rO'O? ~ [r4!2a V ~2898D 990' 0.50% 81.90% 0.017 2.703 1.411 0.014 2.472 0.016 0.016 I o.nR ~1'O:Oij "1'4'.24 ~291~ . 1000 0.50% 82.40% 0.017 2.719 1.425 0.014 . 2.489 0.016 0.016 I 0.17 10;06 .dJ 164,21; 2926' 1010 OAO% 82.80% 0.013 2.732 1.436 0.011 2.502 0.013 0.013 10.13 0.04 7.64 2934 1020 OAO% 83.20% 0.013 2.746 1.447 0.011 2.515 0.013 0.013 0.13 O.~ N 1 ~:~ 11 2942 1030 OAO% 83.60% 0.013 2.759 L458 0.011 2.528 0.013 0.013 10.13 O. 2949 1040 0.40% 84.00% 0.013 2.i72 1.469 0.011 2.541 0,013 0.013 I 0.18 0.04 7.66 2957 1050 0.40% 84.40% 0.013 2.785 1.480 . O,OIl 2.554 0.013 0.013 I o.dl y: 0.04 7.67 2965 , FRs-St) 8/\\.1 r'T1tL-- . .i 24.:Hour SCS TyPe lA Design Stonn - 2 Year Incremental Cumulative Rainfall Inere. Rainfa11 Accum. Instant Re<td Stortg Req1d Storg Time distr. Rainfall Increment Rainfall flobte Vol In - pere Vol In ~ perc mill distr. inches inches tfs c c 1060 0.40% 84.80% 0.013 2.798 1.491 0.011 2.568 0.013 0.013 I 0.13 0.04 7.68 2972 1070 . 0.40% 85.20% 0.013 2.812 1.502 0.011 2.58] 0.013 0.013 I 013 0.04 7.69 2980 1080 0.40% 85.60% 0.013 2.825 1.513 0.011 2.594 0.013 0.013 I 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 I 0.13 0.04 7.70 2995 1100 0.40% 86.40% 0.013 2.851 1.536 0.011 2.620 0.013 0.013 I 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 I 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 I 0.13 0.04 7.73 '3026 1140 0.40% 88.00% 0.013 2.904 1.581 0,011 2.673 0.013 0.013 I 0.13 0.04 7.74 3034 . 1150 0.40% 88.40% 0.013 2.917 1.592 0.011 2.686 0.013 0.013 I 0.13 0.04 7.75 3042 1160 0.40% 88.80% 0.013 2.930 1.603 0.011 2.699 0.013 0.013 0.13 0.04 7.76 3050 1170 0.40% 89.20% 0.013 2.944 1.614 0.011 2.712 0.013 0.013 I 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.(1l3 0.13 0.04 7.78 3073 1200 0.40% 90.40% 0.013 2.983 1.648 0.011 2.752 0.013 0.013 I 0.13 0.04 7.79 3081 1210 0.40% 90.80% 0.013 2.996 1.659 o.oli 2.765 0.013 0.013 lO.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 I 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 I 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 10.13 0.04 7.82 3120 1260 . 0.40% 92:80% 0.013 3.062 1.716 0.011 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 O.OH 2.857 0.013 0.013 0.13 0.04 7.84 3143 1290 0.40% .94.00% 0.013 3.102 1.750 o'.oil 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 7.86 3159 1310 0.40% 94.80% 0.013 3.128 1.773 0.011 2.896 0.013 0.013 10.13 0.04 7.86 3167 1320 0.40% 95.20% 0.013 3.142 1.784 0.011 2.909 0.013 0.013 '0.13 0.04 7.87 3175 1330 OAO% 95.60% 0.013 3.155 1.796 0.011 2.922 0.013 0.013 10.13 0.04 7.88 3182 1340 0.40% 96.00% 0.013 3.168 1.807 0.011 2,936 0.013 0.013 i 0.13 0.04 7.88 3190 1350 0.40% 96.40% 0.013 3.181 1.819 0.011 2.949 0.013 0.013 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% 0.013 3.208 1.842 0.011 2.975 0.013 0.013 10.13 0.04 7.90 3214 1380 0.40% 97.60% 0.013 3.221 1.853 0.011 2.988 0.013 0.013 "OJ 3 0.04 7.91 3222 1390 0.40% 98.00% 0.013 3.234 1.865 0.011 3.001 0.013. 0.013 10.13 . 0.04 7.91 3230 1400 .0.40% 98.40% 0.013 3.247 1.876 0.0]2 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 0.013' 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 0.13 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 1440 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 I I I I I I I i RECElVED I JAN 1 0 Z011 By: fRE- so 6\1\..\11 f\t.--..-' I . I E,I CONGREGATION OF JEHOVAH'S WITNESSE' : DEVELOPED CONDITION (5-year wiNo infiltration) RaiIi Garden IFull Bui1dout design area ~ 5135 sfl total area = 75,900 1.74 (acres) desi od th~ 1.33 It i pervious area = 20000 0.46 I impervious area = 55,900 . 1.28 Total storage per area & depth 'listed = 6845 cf Pervious eN = 86 S ~ 1.6279 0.2S ~ '0.3256 I 6851 cf Peak Req'd Stora2c = 1m ervious eN = 98 S ~ 0.2041 0.2S ~ 0.0408 Pe~k De~ien flolrate'= 0.65 cfs total depth rain I Pt~ 3.8 (inches) Measured ncnneabilitv rate = * inlhr no infiltration used to calc dt~ 10 (min) Design Soil Pcrri:l(~ality Rate - 0.00 inlhr storage requirement Tc= 10 (min) .~ 0.33333 percolat~oD rate = 0.00 cfi File No: 3820 D5-yr.qpw bypass rate =: 0.00 cf~ ria pre-deveioped rate used 03-16-09, MJK max outflow rate = 0.00 cfJ 24-Hour SCS Type 1A Design Storm - 5 Year PERVIOUS IMPERVIOUS I . Incremental Curi:l.Ulative Rainfall mere. Rainfall Acclim. Accum,. Inerem. Accum. Increm. Total Iilstant Design Req'd Stor'g ReiI'd St6i'g Time distr. Rainfall Rainfall Runoff Runoff Runoff Runoff Runoff fl6wrate flowrate Vol In - perc VolIn - perc , min . distr. inches inches inches inches ~ inches incheS cfs cfs c c 0 0 0 0 0 0 0 0 0 0 0 0 0 0 10 0.40% 0.40% 0.D15 0.015 0.000 0.000 0.000 0.000 0.000 0.00 0.00 0,00 0 20 0.40% 0.80% 0.015 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% 0.015 0.091 0.000 0.000 . 0.010 0.005 0.004 0.04 0.01 7.46 15 70 0.40% 2.80% 0.015 0.106 0.000 0.000 0.016 0.006 0.004 0.05 0.D2 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% 0.015 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 13.2] 61 110 0.50% 4.50% 0.019 0.171 0.000 0.000 0.051 0.011 0.008 0.09 0.03 17.84 79 120 0.50% 5.00% 0.0]9 0.190 0.000 0.000 0.063 0.0]2 0.009 0.10 0.03 19.10 98 . 130 0.50% 5.50% 0.0]9 0.209 0.000 0.000 0.076 0.013 0.010 0.10 0.03 20.16 118 140 0.50% 6.00% 0.019 0.228 0.000 0.000 0.090 0.014 0.010 0.11 0.04 21.07 139 150 0.50% 6.50% 0.019 0.247 0.000 0.000 0.104 0.014 0.010 0.11 0.04 '21.85 161 160 0.50% 7.00% 0.019 0.266 0.000 0.000 0.118 0.015 0.011 0.11 0.04 22.53 183 170 0.60% 7.60% 0.023 0.289 0.000 0.000 0.136 0.D18 0.013 0.14 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 0.334 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 0.380 0.002 0.001 0.212 0.019 0.015 0.15 0.05 30.83 330 220 0.60% 1.0.60% 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 0.018 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 39.30 477 260 0.70% .- 13.40% 0.027 0.509 0.019 0.005 0.326 0.024 0.019. 0.20 0.07 40.01 517 270 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% 14.80% 0.027 0.562 0.030 0.006 0.375 0.024 0.020 0.21 0.07 41.26 599 290 'O.82%.' is.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 0.076 0.011 0.521 0.029 0.024 0.26 0.09 51.59 851 340 0.82% 19.72% 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 0.10 61.01 964 360 0.95% 21.62%' 0.036 0.822 0.116 0.015 0.619 0.034 0.029 0.31 0.10 61.63 1025 370 0.95% 22.57% 0.036 0.858 0.131 0:015 0.654 0.035 0.030 0.31 Ft10", r62r20'~\ro8s'" D 380 0.95% 23.52% 0.036 0.894 0.147 0.016 0.688 0,035 0.030 0.3] 010 " ~ 62174 . ~ liI5~ 390 0.95% 24.47% 0.036 0.930 0.164 0.017 0.723 0.Q35 0.030 0.32 .. ~ Oj~l! ~. 63t25:]' 121~ 400 0.95% 25.42% 0.036 0.966 0.181 0.017 0.758 0.Q35 0.030 0.32 0.11 63.72 1277 410 1.34% 26.76% 0.051 '1.017 0.206 0.D25 0.807 0.049 0.043 I 0.45 0.15 JA~t; 20111368 420 1.34% 28.10% 0.051 1.068 0.232 0,026 0.857 0.049 0.043 I 0.46 0.15 1459 430 1.34% 29.44% 0.051 1.119 0.260 0.027 0.906 0.050 0.044 , 0.46 0.15 92.20 ]552 , By: PRE-50 6t1\.lIT f\l-../ > I . " , . . 24-Hour SCS Type 1 A Design Storm - 5 Year Rainfall Inere. Rainfall Accum. Design Req'd Stor'g Req;d Stor'g Time distr. Rainfall flowrate Vol In - perc V 01 In - pere mm distr. ~ cfs c c 440 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 'Ll67 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% 52.12% 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 O.ll 65.62 3320 570 0.88% 54.76% 0.033 2.081 0.9ll 0.026 1.855 0.0:\3 0.031 0.33 0.11 65.72 3386 580 0.88% 55.64% 0.033 2.114 0.936 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 0.i1 65.92 3517 600 0.88% 57.40% 0.033 2.18] 0.988 0.026 1.954 0.033 0.031 0.33 0.i1 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% 0.0~3 2.248 1.04] 0.026 2.020 0.033 0.031 0.33 0.11 66.18 3716 630 0.88% 60.04% 0.033 2.282 1.06'7 0.026 2.054 0.033 0.03] 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 I 0.33 0.11 66.35 3848 650 0.72% 61.64% 0.027 2.342 Ll16 0.022 2.114 0.027 0.026 0.27 0.09 54.34 3903 660 0.72% 62.36% 0.027 2.370 l.i38 0.022 2.141 0.027 0.026 I 0.27 0.09 54.40 3957 670 0.72% 63.08% 0.027 2.397 Ll60 0.022 2.168 0.027 0.026 0.27 0.09 54.45 401] 680 0.72% 63.80% 0.027 2.424 Ll82 0.022 2.196 0.027 0.026 0.27 0.09 54.50 4066 690 0.72% 64.52% 0.027 2.452 1204 0.022 2.223 0.027 0.026 I 0.27 0.09 54.54 . 4120 700 0.72% 65.24% 0.027 2.479 1.226 0.022 2.250 0.027 0.026 0.27 0.09 54.59 4175 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 l.271 0.022 2.304 0.027 0.026 0.27 0.09 54.68 4284 730 0.72% 67.40% 0.027 2.56i 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 0.09 54.77 4394 750 0.72% 68.84% 0.027 2.616 1.339 0.023 2.386 0.027' 0.026 0.27 0.09 54.81 4449 I 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 Om8 2.435 0.022 0.021 , 0.22 0.07 43.45 4547 0.018 0:021 I 0.07 780 0.57% 70.70% 0.022 2.687 1.397 2.456 0.022 : 0.22 43.48 4590 790 0.57% 71.27% 0.022 2.708 1.416 . 0.018 2.478 0.022 O.ozI I 0.22 0.07 43.50 4634 800 0.57% 71.84% 0.022 2:730 1.434 Om8 . 2.499 0.022 0.021 0.22 0.07 43.53 4678 810 '0.57% 72.41% 0.022 2.752 1.452 Om8 2.521 0.022 0.021 ; 0.22 0.07 43.55 4721. 820 0.57% 72.98% 0.022 2.773 . 1.470 Om8 2.543 0.022 0.021 1 0.07 43.57 4765 I 0.22 830 0.57% 73.55% 0.022 2.795 1.488 0.018 2.564 0.022 0.021 I 0.22 0.07 43.60 . 4808 840 0.57% 74.12% 0.022 2.817 1.506 0.Q18 2.586 0.022 0.021 I 0.22 0.07 43.62 4852 M22 I 850 0.57% 74.69% 2.838 1.525 0.018 2.607 0.022 0.021 1 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 0.021 10.22 0.07 43.68 4983 880 0.57% 76.40% 0.022 2.903 1.580 0.018 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 1 0.06 38.35 5065 10.19 906 0.-50% 77.40% 0.019 2.941 1.612 0.016 '2.710 0.019 0.018 10.19 0.06 38.37 5103 77.90% I 910 0.50% 0.019 2.960 1.628 - 0.016 2.729 . 0.019 0.Dl8 I 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' 10.19 0.06 38.40 5180 930. 0.50% 78.90% 0.019 2.998 1.661 0.016 2.766 . 0.019 0.018 I 0.19. 0.06 38:42 5218 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 3.036 1.694 0.016 2.804 0.019 0.018 0.19 0.06 38.44. 5295 960 0.50% 80AO% 0.019 3.055 1.710 0.016 2.823 0.019 0.Dl8 0.19 0.06 38.46 5334 970 0.50% 80.90% 0.0]9 3.074 1.726 0.016 2.842 0.019 0.Dl8 0.19 0.06 38047 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 3.112 1.759 0.016 2.880 0.019 0.018 0.19 FroG = (8,~q =;V1.4FD 2.899 ' I~ I 1000 0.50% 82.40% 0.019 3.131 1.775 0.016 0.019 . 0.018 0.19 "0.06 "'" 38.52 "" 548~t: 0'05 %'Im 30~8~2 ill , 1010 OAO% 82.80% 0.015 3.146 1.789 0.013 2.914 0.Dl5 0.015 0.15 "" 5519 '. 1020 0.40% 83.20% 0.015 3.162 1.802 0.013 2.929 0.015 0.015 0.15 0.05 30.83 5549 1030 ,OAO% 83.60% 6.015 3.177 1.815 0.013 2.944 0.015 0.Dl5 ,0.15 0.05 J1~:~ 0 ZOW8O , 1040 . 0.40% 84.00% 0.015 3.192 1.828 0.013. 2.960 0.015 0.015 ; 0.15 0.05 5611 1050 0.40% 84AO% 0.015 3.207 1.841 0,013 2.975 0.015 0.015 10.]5 By: 30.86 5642 PR.E-SL.l6Io\..l1i:^l V . -: 24-Hour SCS Type lA Design Storm ~ 5 Year Rainfall Inere. Rainfall AccUm. Design Req'd Stor'g Req'd Storg Time distr. Rainfall Increment Rainfull qowrate Vol In - perc Vol In - pert min distr. inches incheS cfs C' c ]060 0.40% 84.80% 0.015 3.222 1.855 0.013 2.990 0.015 0.015 0.15 0.05 30.86 5673 1070 0.40%" 85.20% 0.Q1 5 3.238 1.868 0.013 3.005 0.0]5 0.015 0.15 0.05 30.87 5704 1080 OAO% 85.60% 0.015 3.253 1.881 0.013 3.020 0.Q15 0.015 0.]5 0.05 30.88 5735 1090 0.40% 86.00% 0.Q15 3.268 1.894 0.013 3.035 0.015 0.015 I 0.]5 0.05 30.89 5765 I 1100 0.40% 86AO% 0.Q1 5 3.283 1.908 0.013 3.050 0.0]5 0.015 , 0.]5 0.05 30.90 . 5796 I 1110 0.40% 86.80% 0.015 3.298 1.921 0.013 3.066 0.015 0.Q15 I 0.15 0.05 30.90 5827 1120 0.40% 87.20% 0,015 3.314 1.934 0.013 3.081 0.Q1 5 0.Q1 5 I 0.15 0.05 30.9i 5858 1130 OAO% 87.60% 0.015 3.329 1.948 0.013 3.096 0.Q1 5 0.Q15 I 0.15 0.05 30.92 5889 1140 0.40% 88,00% 0.015 3.344 1.96] 0.013 3.] 11 0.Q1 5 0.Q15 I 0.15 0.05 30.93 5920 1150 0.40% 88.40% 0.015 3.359 1.974 0.013 3.126 0.015 0.015 0.15 0.05 30.93 5951 ]160 OAO%- 88.80% 0.01 5 3.374 1.988 0.013 3.141 0.015 0.015 0.15 0.05 30.94 5982 1170 OAO% 89.20% 0.Q1 5 3.390 2.001 0.613 3.156 0.015 0.Q15 0.15 0.05 30.95 6013 1180 O. 40%.~ 89.60% 0.015 3.405 2.014 0.013 3.172 0.015 0.0]5 I 0.]5 0.05 30.96 6044 1190 OAO% 90.00% '0.0]5 3A20 2.028 0.013 3.i87 0.Q15 0.015 0.15 0.05 "J0.96 6075 1200 0.40% 90AO% 0.015 3A35 2.041 0.013 3.202 0.Q15 0.015 I 0.15 0.05 30.97 6106 1210 OAO% 90.80% 0.Q15 3A50 2.055 0.013 3.217 0.015 0.Q15 0.15 0.05 30.98 6137 1220 0.40% 91.20% 0.015 3A66 2.068 0.013 3.232 0.015 0,015 I 0.15 0.05 30.98 . 6]68 1230 0.40% 91.60% 0.0]5 3A8] 2.081 0.013 3,247 . 0.Q1 5 0.015 0.15 0.05 30.99 6199 ]240 0.40% 92.00% . 0.Q1 5 3.496 2.095 0.013 3.262 0.Q1 5 0.Q15 I 0.15 0.Q5 31.00 6230 ]250 0.40% 92AO% 0.Q15 3.511 2.108 0.013 3.278 0.015 0.Q15 , 0.16 0.05 31.00 626] ]260 0.40% 92.80% 0.015 3.526 2.122 0.013 3.293 0.015 0.015 0.16 0.05 31.01 6292 ]270 0.40% 93.20% 0.015 3.542 2.135 0.013 3.308 0.015 0.Q15 0.16 0.05 3]'.02 6323 1280 OAO% 93.60% 0.015 3.557 2.149 0.013 3.323 0.Q15 0.0]5 0.]6 0.05 31.02 6354 1290 0.40% 94.00% 0.Q15 3.572 2.162 0.013 3.338 0.015 0.015 0.J6 0.05 31.03 6385 1300 0.40% 94.40% 0.015 3.587 2.176 0.014 3.353 0.0]5 . 0.015 0.16 0,05 31.04 6416 1310 0.40% 94.80% 0.Q1 5 H02 2.189 0.014 3.369 0.0]5 0.D15 0.16 0.05 31.04 6447 1320 0.40% 95.20% 0.0]5 3.6]8 2.203 0.014 3.384 0.Q15 0.015 0.16 0.05 31.05 6478 1330 0.40% 95.60% 0.Q1 5 3.633 2.216 0.014 3.399 0.Q1 5 0.015 0.16 0.05 31.06 6509 1340 0.40% 96.00% 0.Q1 5 3.648 . 2.230 0.0]4 3A]4 0.Q1 5 0.Q15 0.16 0.05 31.06 6540 1350 OAO% 96.40% 0.0]5 3.663 2.243 0.0]4 3A29 om 5 0.015 0.]6 0.05 31.07 6571.. 1360 OAO% 96.80% 0.Q1 5 3.678 2.257 0.0]4 3.444 0.Q1 5 0.0]5 0.16 0,05 31.07 6602 1370 0.40% 97.20% 0.015 3.694 2.27] 0.014 3A60 0.Q15 0.Q15 0.16 0.05 31.08 6633 1380 OAO% 97,60% 0.0]5 3.709 2.284 0.014 3A75 0.015 0.Q15 0.16 0.05 31.09 6664 1390 0.40% 98.00% 0.015 3.724 2.298 0.014 3A90 0.Q15 0.Q15 0.16 0.05 31.09 6695 1400 0.40% "98.40% 0.Q15 3.739 2.311 0.014 3.505 0,015 0.015 0.16 0.05 31.10 6727 ]410 OAO% 98.80% 0.015 3.754 2.325 0.014 3.520 0.Q15 0.Q15 0.16 0.05 31.10 6758 ]420 OAO% 99".20% 0.Q1 5 3.770 2.339 0.014 3.535 0.015 0.Q15 0.]6 0.05 31.11 6789 ]430 0.40% 99.60% 0.015 3.785 2.352 0.014 3.550 . 0.0]5 0.015 0.]6 0.05 (31.12 6820 ]440 OAO% ']00.0% 0.Q1 5 3.800 2.366 0.014 3.566 0.0]5 0.015 0.16 0.05 31.12 6851 'I I I I I ! I I RECEiVED JAN 1 0 2011 By: FR62V6(ll[~ ,'. , .. 2~HilUr SCS Type IA Design Storm - 5 Year Rainfan Inere. Rainfall Aecmn. Time distr. Rainfall Increment Rainfall mm 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 9]0 920 930 940 950 960 970 980 990 1000 10lO 1020 1030 1040 1050 1.80"10 31.24% 1.80% 33.04% 3.40% 36.44% 5,40"10 41.84% 2.70% 44.54% L~O% 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% 60.92% 0.72% 61.64% O. 72% ~62.36% 0.72% 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% 0.72% 69.56% 0.57% 70.13% 0.57% 70.70% 0.57% 71.27% 0.57% 71.84% 0.57% 72.41% 0.57% 72.98% D.S?% 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% O.5~()% 77.40% 0.50% 77.90% 0.50% 78.40% 0.50% 78.90"10 . 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% OAO% 82.80% OAO% 83.20% 0,40% 83.60"10 0.40% 84.00% 0.40% 84.40% .1 , bistant fl6wrate 'cfs I I I Incremental Cumulative Req'd Stor'g Req'd Stor'g Vol Iri - pere Volin - pere e 0.068 0.068 0.129 0.205 0.103 0.068 0.051 0.051 0.051. 0.033 0.033 0.033 0.033 0.033 0.033 0.033 0.033 0.033 0.033 0.033 0.033 ,0.027 0.027 0.027 0.027 0.027 0.027 0.027 0.027 0,027. 0.027 0.027 0.027 0.022 0.022 0.022 0.022 0.022 0.022 0.022 0.022 0.022 0.022 0.022 0.022 0.019 0:019 0,019 0.019 0.019 0.019 0.019 0.019 0.019 0019 0.019 0.019 0.D15 0.015 0.015 0.015 0.015 1.187 1.256 1.385 1590 1.693 1.761 1.812 1.863 1.914 1.947 1.981 2.014 2.047 2.081 2.114 2.148 2.181 2.215 2.248 2.282 2.315 2.342 2.370 2.397 2.424 2.452 2.479 2.506 2.534 2.561 2.589 2.616 2.643 2.665 2.687 2.708 2,730 2.]52 2.773 2.795 2.8i7 2.838 2.860 2.882' 2.903 2.922 i941 '2,960 2.979 2.998 3.017 3.036 3.055 3.074 3.093 3.112 3.131 3.146 3.162 3.177 3.192 3.207 0.298 0.338 ~ 0,417 0.553 0.624 0.673 0.709 0.747 0.784 0.809 0.834 0.860 0.885 0.911 0.936 0.962 0.988 1.0i5 1.041 1.067 1.094 1.116 1.138 1.160 1.182 1.204 1.226 1.249 1.271 1.294 1.316 1.339 1.361 1.379 1.397 1.416 1.434 1.452 1.470 1.488 1.506 1.525 1.543 1561 1.580 1.596 1.612 1.628 1.645 1.661 1.677 1.694 1.710 1.726 1.743 1.759 1.775 1.789 1.802 1.8i5 1.828 1.841 0.038 0.040 0.079 0.135 0.071 0.049 0.037 0.037 0.Q38 0.D25 0.025 0.025 0.025 0.026 0.026 0.026 0.026 0.026 0.026 "0.026 0.027 0.022 0.022 0.022 0.022 0.022 0.022 0.022 0.022 0.022 0.023 0.023 0.023 0.018 0.018 0.018 0.018 0.018 '0.018 0.018 0.D18 0.D18 0.D18 0.018 0.018 0.016 . 0.016 0.016 0.016 0.016 0.016 0.016 0.016 0.016 0.016 0.016 0.016 0.013 0.013 0,013 .0.013 0.013 0.973 1.040 Ll67 '1.369 1.470 1.538 1.588 1.638 1.689 1.722 1.755 1.788 1.821 1.855 1.888 1.921 1.954 1.987 2.020 2.054 2.087 2.114 . 2.141 2.168 2.196 2.223 2.250 2.277 2.304 2.332 2.359 2.386' 2,413 2.435 2.456 2,478 2,499 2.521 2.543 2.564 2.586 2.607 2.629 2.650 2.672 2.691 2.710 2.729 2.748 2.766 2.785 2.804 2.lm 2.842 2.861 2.880 2.899 2.914 2.929 2.944 2.960 2.975 0.067 0.067 0.127 0.202 0.101 0.068 0.050 0.050 0.050 0.033 0.033 0.033 0.033 0.033 0.033' 0.033 0.033 0.033 0.033 0.033 0.033 0,027 0.027 0.027 0.027 0.027 0.027 0.027 0.027 0.027 0.027' 0.027 0.027' 0.022 0.022 0.022 0.022 0.022 0.022 0.022 0.022 0.022 0.022 0.022 0.022 0.019 0.019 0.019 0.019 0.019 0.019 0.019 0.019 0.019 0.019 0.019 0.019 0.D15 0.015 0.015 0.D15 0.015 0.059 0.060 0.114 0.184 0.093 0.063 0.047 0.047 0.047 0.031 0.031 0.031 0.031 0,031 0.031 0.031 0.031 0.031 0.Q31 0.031 0.031 0.026 . 0.026 0.026 0.026 0.026 0.026 0.026 0.026 0.026 0.026 0.026 0.026 0.021 0.021 0.021 0.021 0.021 0.021 0.021 0.021 0,021 0.021 0.021 0.021 0.018 0.018 . 0.0]8 0.018 0.018 0.018 0.018 0.018 0,018 0.018 0.018 0.018 0.015 0.015 0.015 0.015 0.015 0.62 0.63 1.20 1.94 0.98 0.66 0.49 '0.49 0.50 0.33 0.33 0.33 0.33 0.33 0.33 0.33 0.33 0.33 0.33 0.33 I 0.33 I 0.27 I I 0.27 , 0.27 0.27 .1 ~;; 0.27 0.27 0.27 0.27 0.27 , 0.27 I 0.22 0.22 . 0.22 0.22 0.22 I 0.22 I 0.22 I 0.22 0.22 0.22 0.22 0.22 0.19 0.]9 0.19 0.19 0.19 0.19 0.19 0.19 0.19 0.19 , 0.19 0.]9 0.15 0.15 0.15 10.15 10.15 0.21 106.05 974 0.21 107.19 1082 0,40 222.02 1304 0.65 369.97 1674 0.33 177.94 1851 0.22 i13.1O 1965 0.16 79.74 2044 0.16 ,80.03 2124 0.17 80.31 '. 2205 0.11 46,40 2251 0.11 46.51 2298 0.11 46.62 2344 0.11 46.73 2391 0.11 46.83 2438 0.11 46.93 2485 0.11 47.02 2532 0.11 47.11 2579 0.11 47.20 2626 0.11 47.29 2673. 0.11 47.37 2721 0.11 47,45 2768 0,09 35,45 2804 0.09 35.50 2839 0.09 35.55 2875 0.09 35.60 2910 0.09 35.65 2946 0.09 35.70 . . 2982 0.09 35.74 3017 0.09 35.79 3053 0.09 35.83 3089 0.09 35.87 3125 0.09 35.92 3161 0.09 35.96 3197 0.07 24.56 3221 0.07 24.58 3246 0.07 24.61 3270 0.07 . 24.63 3295 0.07 24.65 3320 0.07 ' 24.68 3344 0:07 24.70 3369 0.07 24.72 3394 0.07 24.75 .3419 0.07 24.77 3443 0.07 24.79 3468 . 0.07 24.81 3493 0.06 19.46 3512 0.06 19.47' 3532 0.06 19,49 3551 0.06 19.51 3571 0.06 19.52 3590 0.06 19.54 3610 0.06 19.55 3629 0.06 19.56 3649 0.06 19.58 3669 0.06 19.59 3688 0.06 19.61 3708 R'~06 = (]19.62 '" R \3i127=> D 'I I. . U ~ "" : . Q,O,~ "" 1J.?,3" ~732=' . 0'05 = 1'1.94 '" 3751=' 0.05 11.94 3763 0.05 JA~'.15 201jl775 0.05 \i.lJ"6 3787 By: PRE-5()~{v\.l TIf\:L./ . . , 24-Hour sts Type lA Design Storm - 5 Year I Incremental Cumulative Rairifall mere. Rainfall Accum. Instant Req'd Stor'g Req'd Stor'g Time distr. Rainfall Increment Rainfall flbwrate Vol In - perc Vol}n - perc I min distr. inches inches . cf, c c 1060 0.40% 84.80% 0.015 3.222 1.855 0.013 2.990 0.015 0.QJ5 0.15 0.05, 11.97 3799 1070 OAO% 85.20% 0.015 3.238 1.868 0.013 3.005 0.QJ5 0.QJ5 0.15 0.05 11.98 3811 1080 0.40% 85.60% 0.015 3.253 1.881 0.013 3.020 0.015 0.QJ5 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.QJ5 0.15 0.05 11.99 3835 1100 0.40% 86.40% 0:015 3.283 1.908 0.013 3.050 0.015 0.QJ5 0.15 0.05 12.00 3847 IllO 0.40% 86.80% O.QJ 5 3.298 1.921 0.013 3.066 0.015 O.QJ 5 0.15 0.05 12.01 3859 1120 0.40% 87.20% 0.QJ5 3.314 1.934 0.013 3.081 0.QJ5 0.015 0.15 0.05 12.02 3871 1130 0.40% 87.60% 0.015 3.329 1.948 0.013 3.096 0.015 0.015 0.15 0.05 12.02 3883 1140 0.40% 88.00% 0.015 3.344 1.961 0.013 3.111 0.015 . 0.015 0.15 0.05 12.03 3895. 1150 0.40% 88.40% 0.QJ5 3.359 1.974 0.013 3.126 0.QJ5 O.QJ 5 0.15 0.05 12.04 3907 1160 0.40% 88.80% 0.015 3.374 1.988 0.013 3.141 0.015 0.QJ5 0.15 0.05 12.05 3919 1170 0.40% 89.20% 0.015 3.390 2.001 0.013 H56 0.015 0.QJ5 0.15 0.05 12.05 3931 1180 0.40% 89.60% 0.QJ5 3.405 2.014 0.013 3.172 0.015 O.QJ 5' 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.QJ5 3.435 2.041 0.013 3.202 0.015 0.QJ5 0.15 '0.05 12.08 3967 1210 0.40% 90.80% 0.015 3.450 2.055 0.013 3.217 0.015 0.015 0.15 0.05 12.08 3980 1220 0.40% 91.20% 0.015 3.466 2.068 0.013 3.232 0.015 O.QJ 5 0.15 0.05 12.09 3992 1230 0.40% 91.60% 0.QJ5 3.481 L081 0.013 3.247 0.015 0.015 0.15 0.05 12.10 4004 1240 0.40% 92.00% 0.015 3.496 2,095 0.013 3.262 0.015 0.015 0.15 0.05 12.10 4016 1250 0.40% 92.40% O.QJ 5 3.511 2.108 0.013 3.278 0.QJ5 O.QJ 5 . 0.16 '0.05 12.11 4028 1260 0.40% . 92.80% 0.QJ5 3.526 2.122 0.013 3.293 0.QJ5 0.015 0.16 0.05 12.12 4040 1270 0.40% 93.20% 0.015 3.542 2.135 0.013 3.308 O.QJ 5 0.015 0.16 0.05 12.12 . 4052 1280 0.40% 93.60% O.QJ 5 3.557 2.149 0.013 3.323 0,015 0,015 0.16 0.05 12.13 4064 1290 0.40% 94.00% 0.015 3.572 2.162 0.013 3.338 0.QJ5 0.015 0.16 ,0.05 12.14 . 4076 1300 0.40% 94.40% 0.QJ5 3.587 2.176 0.014 3.353 0,015 0.015 0.16 0.05 12.14 4089 1310 0.40% 94.80% 0.015 3.602 2.189 0.014 3.369 0.015 O.QJ 5 0.16 0.05 12.15 4101 1320 ;0.40% 95.20% 0.015 3.618 2.203 0.014 3.384 0.015 0.QJ5 0.16 0.05 12.16 4113 1330 0.40% 95.60% 0.015. 3.633 2.216 0.014 3.399 0.015 0.QJ5 0.16 0.05 12.16 4125 1340 0.40% 96.00% 0.QJ5 3.648 2.230 0.014 3.414 0.015 0.015 0.16 0.05 12.17 4137 1350 0.40% 96.40% 0.015 3.663 2.243 0.014 3.429 0.015 0.015 0.16 0.05 12.17 4149 1360 0.40"10 96.80% 0.QJ5 .3.678 2.257 0.014 3.444 0.015 0.QJ5 0.16 0.05 12.18 4162 1370 0.40% 97.20% 0.QJ5 3.694 2.271 0.014 3.460 0,015 0.015 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 0.40% 98.00% 0.015 3.724 2.298 0.014 3.490 0.015 0.QJ5 0.16 0.05 12.20 4198 1400 0.40% 98.40%' 0.015 3.739 .2.311 0.014 3.505 0.015 O.QJ 5 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.QJ5 ' 0.16 0.05 12.21 4223 1420 0.40% 99.20% 0.QJ5 3.770 2.339 0.014 3.535 0.015 0.015 0.16 0.05 12.22 4235 1430 0.40% 99.60% 0.015 3.785 2.352 0.014 3.550 0.015 0.QJ5 0.16 0.05 12.22 4247 1440 .0.40% 100.0% 0.015 3.800 2.366 0.014 3.566 0.015 0.015 0.16 005 12.23 4259 IOFr~Fli\rF"D lfi\by6:~ \? t: JAN 1 0 2011 By: 'PRE- .5JJ6fJ\ \T\)\L..) EA' CONGREGATION OF JEHOVAH'S WITNESSES. DEVELOPED coN'DmoN (25-year wiNo infiltration) Rain Garden IFull Buildout I; design area = 5335 sf I total area = 75,900 1.74.(acres) design depth = 1.75 I pervious area = 20000 0.46 I irripervious area = 55,900 1.28 Total storage per area & depth listed = 9336 of Pervious eN - 86 S - 1.6279 0.2S - 0.3256 I Peak Req'd Stora2e = 8909 cf 1m ervious CN ~ 98 S ~ 0.2041 o.is ~ 0.0408 . I Peak Desien flowrate = 0.84 cfs total depth ram I Pt~ 4.8 (inches) Measured ;'errneabilitv rate = * inlhr no infiltration used to calc dt~ 10 (min) Design Soil Perineality Rate 0.00 lu/hr storage requirement Tc= 10 (min) VF 0.33333 percolation rate = 0.00 cf'l File No: 3820 D25-yr.qpw b~ass rate = 0.00 cfs no pre-developed rate used 03-16-09, MJK max outflow rate = 0.00 cfsl 24-Hnur SCS Type lA Design Stnrm - 25 Year PERVIOUS IMPERVIOUS I Incremental Cumulative Rainfall ' mere. Rainfall AceUffi. Accum. Increm. Accum. mcrem. Total l11stant Design Req'd Stor'g Req'd sior'g I Time distr. Rainfall Increment Rainfall Runoff Runoff Runoff Runoff Runoff flqWrate flowrate Vol Iil- pere Vol In - peri; . c' mm distr. inches inches . inches inches Inches inches inches cis (cfs) c 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 0.40% 1.60% 0.019 0.077 0.000 0.000 0.005 0.004 0003 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 0.07 0.02 ]4.83 46 80 0.40% 3.20% 0.019 0.154 0.006 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 19.4] 100 110 0.50% 4.50% 0.024 0.216 0.000 0.000 0.081 0.017 0.012 0.13 0.04 25.75 126 .. 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 28.26 181 140 0.50% ,6.00% 0.024 0.288 0.000 0.000 0.135 0.019 0.014 0.15 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 0.175 0.020 0.015 0.15 0:05 30.76 271 .170 0.60% - 7.60% 0.029. 0.365 0.001 0.001 0.199 0,024 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 .0.025 0.019 0.20 0.07 40.51 389 200 0.60% 9.40% 0.029 0.451 0.009 0.004 0.274 0.025 0.020 0.21 0.07 41.52 431 210 0.60% 10.00% 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 0.509 0.019 0.005 0.326 0.026 0.021 0.22 om 43.28 516 230 0.70% 11.30% .0.034 0.542 0.Q25 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.Q25 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% 0.034 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 0.28 0.09 55.46 838 290 0.82% 15.62%" 0.039 0.750 0.088 0.014 0.550 0.037 0.031 0.33 0.11 65.76 . 903 . 300 0.82% 16.44% 0.039 0.789 0.103 0.D15 0.588 0.037 0.032 0.33 0.11 66.55 970 310 0.82% 17.26% 0.039 0.828 0.119 0.011; 0.626 0.038 0.032 I 0.34 0.11 67.29 1037 320 0.82% 18.08% 0.039 0.868 0.135 0.017 0.663 0.038 0.032 I 0.34 0.1] 67.96 ll05 330 0.82% 18.90% 0.039 0.907 0.153 0.D18 0.701 0.038 0.033 0.34 0.1 I 68.59 1174 340 0.82% 19.72% 6.039 0.947 0.171 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 0.038 0.40 0.13 80.83 i324 360 0.95% 21.62% 0.046 L038 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 0.039 I 0.41 0.14 82.14 1'188 380 0.95% 23.52% 0.046 1.129 0.265 0.025 . 0.916 0.044 6.039 04R :0j C ~D} 1 ~\ 1:rfiJ D 390 0.95% 24.47% 0.046 1.175 0.291 0.026 0.961 0,045 0.040 I 0.42 . . .0.14 83.29, .1654 400 0.95% 25.42% 0.046 1.220 0.317 0.026 1.005 0.045 0.040 I 0.42 'O:f4'. 83:80" rm 410 1.34% 26.76% 0.064 1.284 0.355 0.038 1.068 0.063 0.056 0.60 0.20 119.02 1856 420 1.34% 28.10% 0.064 1.349 0.395 0.039 1.131 0.063 0.057 , 0.60 0.20 JANl[9.(1J 2011 1976 430 1.34% 29.44% 0.064 1.413 0.436 0.041 1.195 0.063 0.057 I 0.60 0.20 120.71 2097 By: _P-ISE-Sl)l?M-l1T'~ " , .'. ',. . . ' , 24-HoUT SCS Type 1A Design StOrm - 25 Year Incremental Cumul~ve Rainfall Incre. Rainfall Accum. D.esign Req'd Stor'g Req'd Stor'g Time distr. Rainfall Increment Rainfall fl6wrnte V 61 In ~ pert Vol In ~ perc min distr. inches . inches 'cfs c c 440 1.80% 31.24% 0.086 1.500 0.492 0.056 1.280 0..085 0..077 0..82 0.27 163.31 2260. 450 1.80% 33.04% 0.086 1.586 0..550. 0.058 1.365 0..085 0..G78 0..82 0.27 164.52 2425 460 3.40% 36.44% 0.163 1.749 0..664 0.114 1.526 0..161 0..149 1.57 0.52 313.66 2738' 470 5.40% 41.84% 0.259 2.0.08 0..855 0.191 1.783 0..257 0..239 2.52 0.84 504.67 3243 480 2.70% 44.54% 0..130. 2.-138 0.955 0.0.99 1.9 II 0..129 0..121 l.2'i 0..42 254.81 3498 490. 1.80% 46.34% 0..0.86 2.224 1.0.22 0.068 1.997 0..0.86 0..0.81 0..85 0.28 170.66 3669 500 134% 47.68% 0.064 2.289 1.073 0.051 2.061 0..0.64 0.060 0.64 0.21 127.42 3796 510 1.34% 49.02% 0.064 2.353 1.124 0.051 2.125 0..064 0.061 0.64 0.21 127.72 3924 520 1.34% 50.36% 0..064 2.417 1.176 0.052 2.189 0..064 0.061 0.64 0.21 128.00. 4052 530 0.88% 51.24% 0.042 2.460 1.210 0.034 2.231 0..042 0..040 6.42 0.14 84.21 4136 540 0.88% 52.12% 0.042 2.502 1.245 0.034 2.272 0.042 0..040 0.42 0.14 84.32 4220 550 0.88% 53.00% 0.042 2.544 1.280 0.035 2.314 0.042 0.040 0.42. 0.14 84.43 4305 560 0.88% 53.88% 0.042 2.586 1.314 0.035 2.356 0..042 0.040 0.42 0.14 84.53 4389 570 0.88% 54.76% 0.042 2.628 1.349 0.035 2.399 0..042 0.040. 0..42 0.14 84.63 447.4 580. -0.88% 55.64% 0.042 2.671 1.384 . 0.035 2.441 0..042 0..040 0..42 .0.14 84.73 4559 590 0.88% 56.52% 0.042 2.713 1.419 0.035 2.483 6.042 0..040 0..42 0.14 84.82 4643 60.0. 0.88% 57.40% 0.042 2.755 1.455 0.035 2.525 0.042 0.040 0.42 0.14 84.91 4728 610 0.88% 58.28% . 0..042 2.797 1.490 0.036 2.567 0.042 0.040 0.43 0.14 85.00 4813 620. 0..88% 59.16% 0.042 2.840 1.526 0.036 2.609 0.042 0.040 0.43 0.14 85.09 4898 630 0.88% 60.04% 0.042 2.882 1.562 0.036 2.651 0..042 0.040. 0..43 0.14 85.17 4984 640 0.88% 60.92% 0.042 2.924 1.598 0.036 2.693 0..042 0.040. 0..43 0..14 85.25 5069 650 0.72% 61.64% 0,0.35 . 2.959 1.627 0..029 2.727 0.034 0..033 0..35 0.12 69:81 5139 660 0.72% 6236% 0.035 2.993 1.657 0.030 2.76.2 0.034 0..033 0.35 .0.12 69.86 5209 670 O.72~ 63.08% 0.035' 3.028 1.686 0.030 2.796 0.034 0.033 I 0.35 0.12 69.91 5278 680 0.72% 63.80% 0.035 3.062 1.716 0,030 2.830 0.034 0.033 I 0.35 0.12 69.95 5348 690 0.72% 64.52% . 0.035 3.097 1.746 0.030 2.865 0..034 0.033 I 0.35 0..12 70.00. 5418 70.0. 0.72% 65.24% 0.035 3.132 .1.776 0.030 2.899 0..034 0.033 0..35 0..12 70.05 5488 710 0.72% 65.96% 0.035 3.166 . 1.806 0.030 2.934 0.034 0.033 i 0..35 0.12 70.09 5559 720 0.72% 66.68% 0.035 3.201 1.836 0.030. 2.968 0..034 0.0.33 I 0.35 0.12 70.14 5629 730 0.72% 67.40% 0.035 3.235 1.866 0.030 3.003 0..034 0.0.33 0.35 0.12 70.18 5699 740 0.72% 68.12% 0.035 3.270 1.896 0.030 3.037 0.0.34 0.033 I 0..35 0.12 70..22 5769 750 0.72% 68.84% 0.035 3.304 1.926 0.030 3,071 0..034 0.033 0..35 0..12 70.26 5839 760 0.72% 69.56% 0.035 3.339 1.956 0.030 3.106 0..034 0.033 I 0.35 0..12 70.30. 5910 770 0.57% 70.13% 0..027 3.366 1.980 0.024 3.133 0..027 0..026 0.28 0.09 55.68 5965 780 0.57% 70.70% 0.027 3,394 2.004 0.024 3.160 0..027 0..026 0.28 0.09 . 55.71 6021 790. 0.57% 71.27% 0.027 3.421 2.029 0.024 3.188 0..027 0.026 0..28 0.09 55.73 6077 80.0. 0.57% 71.84% 0..027 30448 2.0.53 0.0.24 3.215 0..0.27 0.0.26 0..28 0.09 55.75 .6132 810. 0.57% .72.41% 0.0.27 3.476 2.077 0.024 3.242 0.0.27 0.026 i 0..28 0.09 55.77 6188 820. 0,57% 72. 98% 0.027 3.503 2.10.1 0.024 3.270. 0..0.27 0.026 0..28 0..09 55.80. 6244 830. 0.57% 73.55% 0.0.27 3.530. 2.125 0..0.24. 3.297 0..027 0..0.26 i ~:~: 0..0.9 55.82 6300 840. 0.57% 74.12% 0..0.27 3.558 2.150. 0..0.24 3.324 0..0.27 0..0.26 0..0.9 55.84 6356 850. 0.57% 74.69% 0..0.27 3.585 2.174 0.0.24 3.351 .0..0.27 0..0.26 0..28 0..0.9 55.86 6412 860. 0.57% 75.26% ' 0..0.27 3.612 2.198 0..0.24 3.379 0..0.27 0..0.27 0.28 0..0.9 55.88 6467 870. 0.5'7% 75.83% 0..0.27 3.640. 2.223 0..0.24 3.40.6 0..0.27 0..0.27 0..28 .0..0.9 55.90. 6523 880. 0.57% 76.40% 0..0.27 3.667 2.247 0..0.24 3.433 0..0.27 0..0.27 0..28 0..0.9 55.92 6579 890. 0.50% 76.90% 0..0.24 3.691 2.268 0..0.21 3.457 0..0.24 0..0.23 0.25 0..0.8 49.0.7 6628 900 0.50% 77.40% 0.024 3.715 '. 2.290. 0.021 3.481 "0..0.24 0..023 0..25 0.:0.8 49:0.9 6677 910 0.50% 77.90% 0..0.24 3.739 2.311 0..0.21 3.50.5 0..0.24 0..0.23 0..25 0..0.8 49.]0. 6727 920. 0.50% 78.40% 0..0.24 3.763 2.333 0..0.22 3.529 0..0.24 .0..0.23 0..25 0..0.8 49.12 6776 930. 0.50% 78.90.% 0..0.24 3.787 2.354 0..0.22 3.553 0..0.24 0..0.23 0..25 0.0.8 49.13 6825 940 0.50% 79.40% 0..024 3.811 2.376 0..0.22 3.577 . 0.0.24 0..0.23 0..25 0..0.8 49.14 6874 950. 0.50% 79.90.% 0..0.24 3.835 2.398 0.0.22 3,601 0..0.24 0.0.23 0..25 0.0.8 49.16 6923 960 0.50% 80.40% . 0..0.24 3.859 2.4]9 0..022 3.625 0..0.24 0..0.23 0..25 0..0.8 49.17 6972 970. 0.50% 80.90% 0..0.24 3.883 2.441 0..0.22 3.649 0..024 0..023 0..25 0..0.8 49.18 70.21 . 980. 0.50% 81.40% 0.0.24 3.90.7 2.462 0.022 3.673 0..0.24 0..0.23 0..25 0..0.8 - 42..~0. '= J.0.7I"r= D 990. 0.50% 81.90.% 0..0.24 3.931 2.484 0..0.22 3.696 0..0.24 0..0.23 0..25 ~. (1--' ,ilfiIL-m ~ 7p.[1 t 100.0. 0.50% 82.40% 0..0.24 3.955 2.50.6 0.0.22 3.720. 0..0.24 0..0.23 10..25 0:08 C '49.22 ': 71'69 1010 0.40% 82.80.% 0..0.19 3.974 2.523 0..0.]7 3.740. 0..0.19 0..0.19 0..20. 0.07 r9:39 ~ 72'08 1020. 0.40% 83.20% 0..0.19 3.994 2.541 0.0.17 3.759 0..0.19 0..0.19 10..20. 0..07 39.40. 7248 1030. 0.40% 83.60.% 0..0.19 4.0.13 2.558 0..0.17 3.778 0..0.19 0..0.]9 10..20. 0..0.7 JANJ 1 0 2007 1040. 0.40% 84.00.% 0..0.19 4.032 2.575 0..0.17 3.797 0..019 0..0.19 0..20. 0..0.7 39.41 7327 1050. 0.40% 84.40% 0..0.19 4.0.51 2.593 0..o.t7 3.816 0..019 0.0.]9 i 0..20. l:f . 39.42 7366 I Y:";f((&5:0~'(I\\-~ . . 24-Hour SCS Type 1 A Design Storm - 25 Year Incremental Cumulative Rainfall Inere. Rainfall Accum. Design Req'd Stoeg Req'd Stor'g Time distr. Rainfull lIlcrement .Rainfall flowrate V 01 In - perc v' olin - perc mm distr. inches inches efs c 1060 0.40% 84.80% 0.019 4.070 2.610 0.017 3.835 0.019 0.019 0.20 0.07 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 0.07 39.44 7484 1090 0.40% 86.00% 0.019 4.128 . 2.663 0.017 .3.893 0.019 0.019 0.20 0.07 39.45 7524 1I00 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 llIO 0.40% 86.80% 0.019 4.166 2.698 0.017 3.931 0.019 0.019 0.20 0.07 39.46 7603 1I20 0.40% 87.20% 0.019 4.186 2.715 0.018 3.950 0.019 0,019 0.20 0.07 39.47. 7642 1130 0.40% 87.60% 0.019 4.205 2.733 0.Dl8 3.969 0.019 0.019 0.20 0.07 39.48 7682 1I40 0.40% 88.00% 0,019 4.224 2.750 0.018 3.989 0.019 0.019 0.20 0.07 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 1I60 0.40% 88.80% 0.019 4.262 2.785 0.018 4.027 0.019 0.019 I 0.20 0.07 39.50 7800 1I70 0.40% 8920% 0.019 4.282 2.803 0.Dl8 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 0.019 0.019 I 0.20 0.07 39.51 7879 1190 0.40% 90.00% 0.019 4.320 2.838 0.018 4.084 0.019 0,019 I 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 I 0.20 0.07 39.53 7958 1210 0.40% 90.80% 0.019 4358 2.873 0.018 4.123 0.019 0.Dl9 I 0.20 0.07 39.53 7998 , 1220 0.40% 91.20% 0.019 4.378 2.891 0.018 4.142 0.019 0.019 , 0.20 0.07 39.54 8037 1230 0.40% 91.60% 0.019 4397 2.908 0.018 4.161 0.019 0.019 I 0.20 0.07 39.55 8077 1240 0.40% 92.00% 0.019 4.416 2.926 0.018 4.180 0.019 0.019 0.20 0.07 39.55 8116 1250' 0.40% 92.40% 0.019 4.435 2.944 0.018 4.199 0.019 0.019 I 0.20 0.07 39.56 8156 1260 0.40% 92.80% 0.Dl9 4.454 2.961 0.018 4.219 0.019 0.019 , 0.20 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 0.07 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 0.07 39.58 8314 1300 0.40% 94.40% 0.019 4.531 3.032 0.018 4.295 0.(n9 0.019 0.20 0.07 39.59 8354 1310 0.40% 94.80% 0.019 4.550 3.050 0.Dl8 4314 0.019 0.019 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 4353 0.019 0.019 0.20 0.07 39.61 . 8473 1340 0.40% 96.00% 0.019 4.608 3.103 0.018 4.372 0.019 0.019 0.20 0.07 39.61 8512 1350 0.40% .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 4.4J[j 0.019 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 0.07 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 3964 8710 1400 0.40% 98.40% 0.019 4.723 3.210 0.Dl8 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 0.07 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 0.018 4.544 0.019 0.019. 0.20 0.07 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 RECE~VED JAN 1 0 2011 By: PtzF:So~\1TJtL-' EAI:ONGREGATION OF JEHOVAH'S WITNESSES. DEVELOPED CONDlTION (25-year wi Infiltration Rain Garden bottom width = bottom leA bottom area (infiltration area) = .. I . Peak Req'd Storace = I . Peak Desieri flowrate = " 48.5 It 93.5 It 4535 sf I Full Bui1dout total area = pervious area = impervious area = 1. 74 (acres) 0.46 1.28 75,900 20000 55,900 6277 cf 0.84 cf, S - 1.6279 S ~ 0.2041 0.2S - 0.3256 0.2S ~ 0.0408 . Pervious CN - 86 1m iOllS eN = 98 I drawdown time = 55 hr 0.60iJ 0.3000 inlhi- 0.0315 ef, 0.0000 cf, 0.0315 cf, Total Inltant Runoff flokte inches dfs o 0.000 0.000 0.001 .'0.003 0.005 0.006 0.007 0.008 0,009 0.009 0.012 0.013 0.013 0.014 0.014 0.015 0.0]8 0.019 0.0]9 .0.020 0.020 0.021 0.024 0.Q25 0.Q25 0.026 0.026 0.026 0.031 0.032 0.032 0.032 0.033 0.033 0.038 0.039 0.039 0.039 0.040 0.040 0.056 0.057 0.057 totll depth rain Pt ~ 4.8 (incbes) dt~ 10 (min) T~ ]0 (min) File No: 3820 D25i-yr.qpw 03-]6-09, MJK SCS minimum '.nermeabilitv rate = Design Soil PerlD;cality. Rate - percolation rate = bypass rate = max outflow rate =. scs min12 using bottom area only no pre-developed rate used we 0.33333 Incremental Cum'ulati"ve . Req'd Stor'g Re<j'd Stor'g Vol In - perc Vol In - pere. c . c 000 0.00 0.00 0 0.00 0.00 0 0.00 0.00 0 0.01 0.00 0 0.02 0.00 0 0.02 0.00 0 0.02 0.00 0 0.03 0.00 0 0.03 0.00 0 0.03 0.52 ] 0.04 6.85 7 0.05 8.22 16 0.05 ,9.36 25 0.05 10.32 35 . 0.05 11.13 46 0.05 11.87 58 0,06 19.24 78 . . 0.07 20.49 98 0.07 21.62 ]20 0.07 22.63 142 0.07 23.55 ]66 0.07 24.38 ] 90 0.09 32.56 223 0.09 33.50 256 0.09 34.37. 29] 0.09 35.16 326 0.09 35,89 362 0.09 36.57 398 0.11 46.87 445 . 0.11 47.66 493 0.11 48.39 .541 0.11 49.07 590 0.11 49.70 640 0.12 50.28 690 0.13 61.93 752 0.14 62.62 815 0.14 63.25 878 . iFiy. 0'1:1 = l.r'""63.8"4.'" a~,; 942= D r~6h4,':IiS' 64.39.';] \,160'6-.::=1 Ii I V;h,..)1 11..... "1 0..0...-.... 0,14 = "'64.91'.'" lOil~ 0.20 100.12 1171 0.20 JAlROJl 0 201~272 0.20 101.81.. 1374 24-Hour SCS Type 1A Design Storm - 25 Year Rainfall mere. Rainfall Accum. distr. Rainfall Increment Rainfall distr. inches inches 000 0,40% 0.019 0.019 0.80% 0.019 0.038 1.20"10 0.0]9 0.058 1.60% 0.019 0.077 2.00% 0.019 0.096 2.40% .0.0]9 0.115 2.80% 0.019 0.134 3.20% 0,019 0.154 3.60% 0.019 0.173 4.00% 0.019 0.192 4.50% 0.024 0.216 5.00% 0.024 0.240 5.50% 0.024 0.264 6.00% 0.024 0.288 6.50% 0.024 0.312 7.00% 0.024 0.336 7.60% 0.029 0.365 8.20% 0.029 0.394 8.80% 0.029 0.422 9.40% 0.029 0.451 10.00% .0.029 0.480 10.60% 0.029 0.509 11.30% 0.034 0.542 12.00% 0:034 0.576 12.10% 0.034 0.610 .13.40% 0.034. 0.643 14.10% 0.034 0.677 14.80% 0.034 0,710 15.62%. 0:039 0:750 16.44% 0.039 0.789 17.26% 0.039 0.828 18.08% 0.039 0.868 18.90% 0.039 0.907 19.72% 0.039 0.947 20.67% 0.046 - 0.992 21.62% 0.046 1.038 22.57% 0.046 1.083 23.52% 0.046 1.129 24.47% 0.046 1.175 25.42% 0.046 1.220 26.76% 0.064 .1.284 28.10% 0.064 1.349 29.44% 0.064 1.413 PERVIOUS Accum. Inerem. Runoff Rimoff inches inches o 0 0.000 0.000 0.000 0.000 0.000 0.000 0,000 0.000 0.000 0,000 0.000 0.000 0.000.. 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.001 0.001 0.003 0.002 0.005 0.003 .0.009. 0.004 0.013 0.004 0.019 0.005 0.025 0.007 0.033 0.008 0.042 0.009 0.052 0.010 0.062 0.010 ( 0.074 0.011 0.088 0.014 0.103 0.015 0.119 0.016 0.135 0.017 0.153 0.018 0.] 71 0.018 0.194 0.022 0.217 0.023 0.24 I 0.024 0.265 0.025 0.291 0.026 0.317 0.026 0.355 0.038 0.395 0.039 0.436 0.041 Time mm I OO~ 10.00 10.01 10.03 0.05 0.06 0.07 0.08 0.09 0.10 .: 0.13 "1014 ,0.14 0.15 0.15 0.15 0.19 0.20 0.20 0.21 0.21 0.22 0.26 0.26 0.27 0.27 0.27 0.28 10.33 0.33 0.34 j0.34 10.34 0.35 e.40 10.41 10.4] ,0.41 0.42 , 0.42 , 0.60 , 0.60 , 0.60 , o 0.000 0.000 0.001 0.005 0.0]2 0.020 0.029 0.040 0.052 0.064 0.081 0.098 0.117 0.135 0.155 0.175 0.199 0.223 0.249 .0.274 0.300 0.326 0.357 0.387 0.419 0.450 0.481 0.513 0.550 0.588 0.626 0.663 0.701 0.739 0.783 0.828 0.872 .0.916 0.961 1.005 1.068 . 1.131 1.195 o 0.000 0.000 0.001 0.004 0.006 0.008 0.010 0.011 0.0]2 0.013 0.017 0:017 0.Dl8 0.019 0.019 0.020 0.024 0.025 0.025 0.025 0.026 om6 0.031 0.031 0.031 0.031 0.032 0.032 0.037 0.037 0.038 0.038 0.038 0.038 0.044 0.044 0.044 0.044 0.045 0.045 0.063 0,063 0.063 o OAO% 0.40% OAO% 0.40% 0.40% . 0.40% 0.40% 0.40% 0.40% 0.40% 0.50%' 0.50% 0.50% 0.50%. 0.50% 0.50% 0.60% 0.60% 0.60% 0.60% 0.60% 0.60% 0.70% 0.70% b.70% 0.70% 0.70% 0.70% 0.82% 0.82% 0.82% 0.82% 0.82% 0.82% 0.95% 0,95% 0.95%' 0.95% 0.95% 0.95% 1.34% 1.34% 1.34% o 10 20 30 40 50 60 70 80 90 100 110 120 130 140 150 160 170 180 190 200 210 220 230 .240 250 260 270 280 290 300 310 320 330 340 350 360 370 380 390 400 410 420 430 By: pRE--SOOfJvrrr~ '24-HO~ ;CS T~e 1A Design Storm" 25 Y <::dI. . Incremental Cumulative Rainfall mere. Rainfall Accwn. Req'd Slor'g Req'd Slor'g Time distr. Rainfall lnerement Rainfall Voll'n - pere Vol In - pere mill .distr. inches inches c c 440 1.80% 31.24% 0.086 1.500 0.492 0.056 1.280 0.085 0.077 I .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.D78 0.82 0.27 145.63 1664 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 48.0 2.70% 44.54% 0.130 2.i38 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 1.997 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 I 064 0.21 1.08.53 2941 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 I 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 I 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 I '0.14 65.64 3421 10.42 570 0.88% 54.76% 0.042 2.628 1.349 0.035 2.399 0.042 0.040 10.42 0.14 65.74 3486 580 0.88% 55.64% 0.042 2.671 1.384 0.035 2.441 0.042 0.040 I 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% 57400/., . 0.042 2.755 1.455 0.035 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 , 0.14 66.11 3750 I 0.43 620 0.88% 59.16% 0.042 2.840 1.526 0.036 2.609 0.042. 0.040 10.43 0.14 66.19 3817 630 0.88% 60.04% 0.042 2.882 1.562 0.036 2.651 0.042 0.040 0.43 0.14 66.27 3883 J 640 0.88% 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.D35 2.959 1.627 0,029 2.727 0.034 0.033 .i 0.35 0.12 5.0.91 4000 660 0.72% .62.36% 0.D35 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 10.35 0.12 51.06 4153 690 0.72% 64.52% 0.035 3.097 1.746 0.030 2.865 0.034 0.033 10.35 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 3.166 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.D35 3,235 1.866 0,030 3,003 0,034 0,033 10.35 0.12 51.28 4409 740 0.72% 68.12% 0.D35 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 51.41 4563 770 0.57% 70.i3% 0.027 3.366 i.980 0.024 3.133 0.027 0.026 0.28 0.09 36.79 4600 780 0.57% 70.70% 0.027 3.394 2.004 0.024 3.160 0.027 0026 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 4710 810 0.57% 72.~1% 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 Om4 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 3.558 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 3.406 0.027. 0.027 0.28 0.09 37.01 4969 880 0.57% 76.40"10 0.027 3.667 2.247 0.024 3.433 0.027 0.027 0.28 0.09 37.03 5006 890 050% 76.90% 0.024 3.691 2.268 0.021 3.457 0.024 , 0.023 10.25 0.08 30.18 5036 900 0.50% 77.40% 0.024 3.715 2.290 0:021 3.48] 0.024 . 0.023 0.25 0.08 '30.19 5066 . 910 0.50% 77.90% 0.024 3.739 2.311 0.021 3505 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 3553 0.024 0.023 10.25 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 970 050% 80.90% 0.024 3.883 2.441 0.022 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 10.25 . 0.08 30.32 5339 1000 0.50% 82.40% . 0.024 3.955 2.506 0.022 3.720 0.024 0.023 10.25rn r~8' ~~ rnr.3' VB!6D 1010 0.:40% 82.80% 0.019 3.974 2.523 0.017 3.740 0.019 0.019 020N IC~dt J '20.49 ~ t 5390 1020 0.40% 83.20% 0.019 3.994 2.54\ 0.017 3.759 0.019 0.019 ' 10.20 bO:D7 . , 20.5'0 ~lb 1030 0.40% 83.60% 0.019 4.013 2558 0,017 3.778 0.019 0.oi9 ;0.20 0.D7 20.51 5431 1040 0.40% 84.00% 0.019 4.032 2.575 0.017 3.797 0.019 0.019. ,0.20 O.oj NlllJ 11 5451 1050 0.40% 84.40% 0.019 4.051 2.593 0.017 3.816 0.019 0.019 ;0.20 0.07 20.53 5472 By: f'~-5J&M~ . , . . 24-Hour SCS Type lADesign Storm - 25 Year Incremental Cumulative Rainfall Inere. Rainfall Accum.. Reg'd Stor'g Req'd Swr'g Trine distr. Rainfall fncrement Rainfall VolIn - perc VolIn 'perc min distr. inches inches c 'c 1060 0.40% 84.80% 0.019 4.070 2.610 0.017 3.835 0.019 0.019 0.20 0.117 20.53 5492 1070 0.40% 85.20% 0.019 4.090 2.628 0.017 3.854 0.019 0.019 0.20 0.07 20.54 5513 1080 0.40% 85.60% . 0.019 4.109 2.645 0.017 3.874 0.019 0.019 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 0.117 20.56 .5554 1100 0.40% 86.40% 0.019 4.147 2.680 0.017 3.912 0.019 0.019 0.20 0.07 20.56 5574 1110 0.40% 86.80% 0.019 4.166 2.698 0.017 3.931 0.019 0.019 0.20 0.07 20.57 5595 1120 0.40% 87.20% 0.019 4.186 2.715 0.1118 3.950 0.019 0.019 0.20 0.117 20.58 5616 1130 0.40% 87.60% 0.Oi9 4.205 2.733 0.1118 3.969 0.019 0.019 0.20 0.117 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 0.1118 4.068 0.019 0.019 0.20 0.117 20.60 5677 1160 0.40% 88.80% 0.019 4.262 2.785 0.1118 4.027 0.019 0.019 0.20 0.Q7 20.61 5698 1170 O.~O% 89.20% 0.019 4.282 2.803 0.1118 4.046 0.019 0019 0.20 0.117 20.61 5719 1180 0.40% 89.60% 0.019 4.301' 2.820 0.018 4.065 0.019 0.019 0.20 0.Q7 20.62 5739 1190 0.40% 90.00% 0.019 4.320 2.838 0.1118 4.084 0.019 0.019 0.20 0.117 20.63 5760 1200 0.40% 90.40% 0.019 4.339 2.855 0.1118 4.104 0.019 0.019 0.20 0.117 20.63 5780 1210 0.40% 90.80% 0.019 4.358 2.873 0.018 4.123 0.019 0.019 0.20 0.07 '20.64 5801 1220 0.40% 91.20% 0.019 4.378 2.891 0.1118 4.142 0.019 0.019 0.20 0.117 20.65 5822 1230 0.40% . 91.60% 0.019 4.397 2.908 0.1118 4.161 0.019 0.019 0.20 0.Q7 20,65 5842 1240 0.40% 92.00% 0.019 4.416 2.926 0.018 4.180 0.019 0.019 0.20 0.Q7 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.Q7 20.66 5884 1260 0.40% 92.80% 0.019 4.454 2.961 0.1118 4.219 0.019 0.019 0.20 0.117 20.67 5904 1270 0.40% 93.20% 0.019 4.474 2.979 0.1118 4.238 0.019 0.019 0.20 0.07 20.68 5925 1280 0.40% 93.60% 0.019 4.493 2.997 0.1118 4.257 0.019 0.019 0.20 0.Q7 20.68 5946 1290 0.40% 94.00% 0.019 4.512 3.014 0.1118 4.276 0.019 0.019 0.20 0.07 20.69 5966 1300 0.40% 94.40% 0.019 4.531 3.032 0.1118 4.295 0.019 0.019 0.20 0.117 20.70 5987 1310 0.40% "94.80% 0.0~9 4.550 3.050 0.018 4.314 0.019 0.019 0.20 0.Q7 20.70 6008 1320 0.40% 95.20% 0.019 4.570 3.067 0.1118 4.334 0.019 0.019 0.20 0.117 20.71 6029 1330 0.40% 95.60% 0.019 4.589 3.085 0.1118 4.353 0.019 0.019 0.20 0.Q7 20.71 6049 1340 0.40% 96.00% 0.019 4.608 .3.103 0.1118 4.372 0.019 0.019 0.20 0.117 20.72 6070 1350 0.40% 96.40% 0.019 4.627 3.121 0.018 4.391 0.019 0.019 0.20 0.07 20.72 6091 1360 0.40% 96.80% 0.019 4.64.6 3.i38 0.1118 4.410 0.019 0.019 0.20 0.07 20.73 6111 . . 1370 0.40% 97.20% 0.019 4.666 3.156 0.1118 4.429 0.019 0.019 0.20 0.07 20.74 6132 1380 0.40% 97,60% 0.019 4.685 3.174 0.1118 4.448 0.019 0.019 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 I 0.20 0.07 20.75 6174 1400 0.40% 98.40% 0.019 4.723 3.210 0.1118 4.487 0.019 . 0.019 I 0.20 0.07 20.75 6194 1410 0.40% 98.80% 0.019 4.742 3.227 .0.018 4.506 0.019 0.019 I 0.20 0.Q7 20.76 6215 I 1420 0.40% 99.20% 0.019 4.762 3.245 0.018 4.525 0.019 0.019 I 0.20 0.Q7 .20.76 6236 1430 0.40% 99.60% 0.019 4.781 3.263 0.1118 4.544 0.019 0.019 0.20 0.07 20.77 6257 1440 0.40% 100.0% 0.019 4.800 3.281 0.1118 4.563 0.019 0.019 I 0.20 0.07 20.77 6277 I r i I I I I , RECE;'JED JAN 1 0 2011 By: .pi<E~ 5J8}.tITTJ'\"t.--' , " , " , . .i HYDROLOGIC CALCULATIONS : , FOR CONVEYANCE SYSTEM SIZING! . , i I I Rational Method ). t I. , I I I I I . I I .'. . RECE'VED JAN 1 0 2011 . By: Pr(E-~,^,l1T..JtL.-- I [I POAGE ENGINElERING & SURVEY][NG, INC. p.o. Box 2527. Eugene, OR 97402~0152 (990 Obie Street) (541) 485-4505' FAX (541) 485-5624 ~ -' PROJECT &. $ f c.,....:rtl~.J;;~.... -:r IJ H- BY vY1TZ DATE ~/'fo!o'f JOB NO. 382.-0 PAGE / OF ~ PR-f'- SOb (lA,l~ ~, . Pipe 1 Worksheet for Circular Channel Project Description Project File Worksheet Flow. Element Method Solve For f:\projects\haestad\fiowmaster files\3820stm1. fm2 Pipe 1 Circular Channel Manning's Formula Channel Depth Input Data Mannings Coefficient ChanneLSlope Diameter Discharge 0.011 0.007000 ftlft 6.00' in 0.50 cfs 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 0.37 ft 0.16. ft. 1.04 ft 0.44 ft 0.36 ft' 74.26 0.007516 ftlft 3.20 ftls 0.16 ft 0.53 ft 0.94 0.60 cfs 0.55 cfs 0.005686 ftlft 03/16/09 10:46:54 AM Ha~tad Methods. Inc. 37 Brookside Road Waterbury, CT 06708 . I I I I I Il'5lFf~F~\\ IlFD ~'iblJ!c:~ \; t: By: I (203) 755-1666 ! JAN 1 0 2011 FlowMaster v5.13 Page1of1. PeE- SV6M- \ n:-~ I ~~. ... . I .. . -'"7'JO:5'r:39A"M-~_._n------'--~f=:laestad-Me1hod5-;-lnc:--3,-'Brookside-Road- Waterbl;lry;-&T-06-7G8--(208)-15S:"-1-666 \ . r , ~ , Project Description Project File . Worksheet Flow Element Method Solve.For Input Data.. Mannings Coefficient Channel Slope Diameter Discharge Results. Depth .FlowArea . Wetted. Perimeter . Top Width Critical Depth Percent Full Critical Slope Velocity Velocity Head Specific Energy .Froude Number Maximu~ Discharge Full Flow Capacity Full Flow Slope Flow is supercriticaL . Pipe 2 Worksheet for Circular Channel I , ! I I f:\projectslhaestad\flowmaster files\3820stm 1. fm2 Pipe 2 I Circular Channel , Manning's~oi111ula Channel Depth. . I I I 0.0111 0.005000 ftlft 10.001 in .1.00 cfs I I ft ft2 0.44 0.29- 1.35 0.83 0.44 52.70 0.004815 ftlft 3.43 I ftls 0.18 I ft 0.62 ft 1.02 1.97 cfs 1.83 cfs 0.001492 ftlft J I I ft f\ ft . r RECE\VED JAN 1 0 2011 By: PlZl2 5D8M.1 IT' /tl.--' - FloWMaster v5.13 Page-1-of-1-----'----- , r.., Project Description Project File Worksheet Flow Element Method Solve For Input Data Mannings Coefficient Channel Slope Diameter Discharge 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 . Flciw.is supercriticaL 03116/09 . 11 :46:32 AM .1 Pipe 3 Worksheet for Circular Channel I I I I I I f:\projects\haestad\f1owmaster liles\3820stm1. 1m2 Pipe 3..1 . Circular Channel . Manning's IFormula . Channel Depth. . I .1 0.0111 0.010000 Wit 8.00 i 0.72 I in cfs I I 1 .0.331 0.18 1.051 0.671 0.40 50.251 0.005603 Wit 4.101. Ws 0.261 It 0.60 It 1.41 1.54 cIs 1.43 cIs 0.002542 Wit 'j I i I It ft2 It It It I i i I' I , . I Haestad Methods, Inc. I . RECEIVED By: JAN 10 2011 Pt<.E-SU(?) t>1 11If\V 37 !3rookside Road WaterbUl)', CT 06708 (203) 755-1666 FlowMaster v5.13 Page .1 of 1 ., ., " . . . I I I . r,c I I I I I I I I I I I I . DOWNSTREAM PUBLIC SYSTEM I .1 CAP ACrTY CHECK Santa Barbara Urban Hydrograph Method Spreadsheets & Supporting Documentation I I I I I I i I ! I , I I I I I . I I , RECE~VED i I I , I I , . I I JAN 1 0 2011. By: ~f-SOB""'\T1Jtl--I . '. . . f.~ . EAteONGREGATION OF JEHOV ~:S WITNESSES. DEVELOPED eONDmON (1 OO-year wiNo infiltration) , Rain Garden I IFnJl Buildout avg area = 6491 sf I total area = 75,900 1.74 (acres) avg depth ~ 1.5 perv10US area = 20000 0.46 I impervious area = . 55,900 1.28 Total storage per avg area & depth listed = 9736 cf Pervious eN ~ 86 S - 1.6279 O.2S ~ 0.3256 I 9736 cf Peak Req'd Storaec = 1m iaus CN = 98 S ~ 0.2041 O.2S - 0.0408 . I Peak Desi". flowrate = 0.92 cf, total depth rain mJ Pt~ 5.2 (inches) MeaSured nermeabilitv rate = * noinmtratioD used to calc dt~ 10 (mm) Design Soil Perm.eality Rate ~ 0.00 inllii storage requirement Tv= 10 (min) w= 0.33333 percolation rate = 0.00 cr, File No: 3820 D100-yr.q'pw bypass rate = 0.00 cf, no ,pre~developed' rate used 03-16-09, MJK max outflow rate = 0.00 cfs 24-Hour ses Type 1 A Design Storm - 100 Year IMPERVIOUS I Incremental Cumulative Rainfall Inere. Accum. Accum. Increm. Total Instant Design R~'d Stor'g Req'd Stor.'g Time disrr. Rainfall Raiofall Runoff Runoff Runoff flo~raie flowrate Vol In - perc VolIn -'.pere min distr. inches ihcheS inches inches bfs cfs c c 0 0 >-::0 0 0 0 0 0 0 0 0 0 0 0 10 0.40% 0.40% 0.021. 0.021 0.000 0.600 0.000 0.000 0.000 0.00 0.00 0.00 0 20 0.40% 0.80% 0.021 0.042 0.000 0.000 0.000 0.000 0.000 0.00 0.00 0.00 0 30 0.40% 1.20% 0.021 0.062 0.000 0.000 0.002 0.002 0.002 0.02 0.01 3.20 3 40 0.40% 1.60% 0.021 0.083 0:000 0.000 0.007 0.005 0.004 0.04 0.01 8.11 11. 50 0.40% 2.00% 0.021 0.104 .0.000 0.000 0.015 0.008 0.006 0.06 0.02 11.88 23 60 0.40% 2.40% 0.021 0.125 0.000 0.000 0.024 0.010 0.007 0.07 0.02 14.83 38 70 0.40% 2.80% 0.021 0.146 .0.000 0.000 0.036 0.011 0.008 0.09 0.03 17.18 55 80 0.40"10 3.20% 0.021 0.166 . 0.000 0.000 0.048 0.012 0.009 I 0.10 0.03 19.09 74 90 0.40% 3.60% 0.021 0.187 0.000 0.000 0,061 0.013 0,010 .10.10 0.03 20.65 95 100 0.40% 4.00"10 0.021 0.208 0.000 0.000 0.Q75 0.014 0.010 O.ll .0.04 21.96 ll7 llO 0.50% 4.50"10 0.026 0.234 0.000 0.000 0.094 0.019 0.014 ' 014 0.05 28.97 146 120 0.50% 5.00"10 0.026 0.260 0.000 0.000 0.li4 0.020 0.014 I . 0.05 30.37 176 I 0.15 130 0'.50% 5.50% 0.026. 0.286 0.000 0.000 0.134 0.020 0.015 0.16 0.05 31.53 208 140 0.50% 6.00% 0.026 0.312 0.000 0.000 0.155 0.021 0.Dl5 0.16 0.05 32.50 . 240 150 0.50% 6.50% 0.026 0.338 0.000 0.000 0.176 0.021 0.016 I 0,17 0.06 33.37 274 160 0.50% 7.00% 0.026 0.364 0.001 0.001 0.198 0.022 0.016 0.17 0.06 34.45 308 170 0.60% 7.60"10 0.031 0.395 0.003 0.002 0.225 0.027 0.020 0.21 0.Q7 42.69 351 180 0.60% 8.20% 0.031 0.426 0.006 0.003 0.252 0.027 0.021 0.22 . 0.07 44.00 395 190 0.60% 8.80% 0.031. 0.458 0.010 0.004 0.280 0.028 0.021 0.23 0.08 45.17 440 200 0;60% 9.40% 0.031 0.489. 0.Dl5 0.005 0.308 0.028 0.022 0.23 "0.08 46.22 486. 210 0.60% 10.00% 0.031 0.520 0.021 0.006 0.336 0.028 0.022 10.24 0.08 47.18 533 220 0.60% 10.60% 0.031 0.551 0.027 0:007 0.365 0.029 0.023 0.24 0.08 48.05 581 230 0.70% 1130% 0.036 0.588 0.036 0.009 0.398 0.034 0.027 0.29 0.10 57.06 638 240 0.70% 12.00"10 0.036 0.624 0.046 0.010 0.432 0.034 0.028 0.29 0.10 58.04 696. 250 0.70%" 12.70% 0.036 0.660 0.057 0.011 0.466 0.034 . 0.Q28 0.29 0.10 58.94. 755 260 0.70% 13 .40% 0,036 0.697 0.069 0.012 0.500 0.034 0.Q28 0.30 0.10 59,76 815 270 0.70% 14.10% 0.036 0.733 0.082 0.013 0.535 0.034 0.029 0.30 0.10 60.52 876 280 0.70% 14.80% 0.036 . 0.770 0.095 0.014 0.569 0.035 0.029 0.31 0.10 61.22 937 290 0.82% '15:62% 0.043 .'0.812 0.112 0.017 0.610 0.041 0.034 0.36 . 0.12 72.54 1009 . 300 0.82% 16.44% 0.043 0.855 0.130 O.oI8 0.651 0.041 0.035 0.37 0.12 73.36 1083 310 0.82%. 17.26% 0.043 0.898 0.149 0.019 0.692 0.041 0.Q35 0.37 0.12 74.12 .1157 320 0.82% 18.08% 0.043 0.940 0.168 0.020 0.733 0.041 0.Q35 0.37 0.12 74.82 1232 330 0.82% 18.90% 0.043 0.983 0.189 0.021 .0.774 0.041 0.036 0.38 0.13 75.47 1307 340 0.82% 19.72% 0.043 1.025 0.210 0.021 0.816 0.041 0.036 0.38 0.13 . 76.07 1383 350 0.95% 20.67% 0.049 1.075 0.236 0.026 0.864 0.048 0.042 0.44 0.15 88.84 . 1472 360 0.95% 21.62% 0.049 1.124 0.263 0.027 0.912 0.048 0.042 0.45 0.15 89.54 1562 370 0.95% 22.57% 0.049 1.174 0.290 0.028 0.960 0.048 0.043 0.45 0.15 90.19 1652 380 0.95% 23.5~% 0.049 1.223 0.319 0.028 1.008 0.048 0.043 0.45 0.15 90.80 i743 390 0.95% 24.47% 0.049 1.272 0.348 0.029 1.057 0.048 0.043 0.46 F0.15"" f"'9166' n\I'8W"" D 't !~ .",". If I 400 0.95% 25.42% 0.049 1.322 0.378 0.030 1.105 0.048 0.044 0.46 . ' 0.15 "" \, 91'89 ' ~,J92? 26.76% 0.070 0.422 0.044 0.068 0.062 0.65 """l ., ,. ~I ., I'f It 410 1.34% 1.392 1.173 Q.22, "" 130.M '" 2056"'" . 420 1.34% 28.10% 0.070 1.461 0.467 0.045 1.242 0.069 0.062 0.66 0.22 131.34 2188 430 L34% 29.44% 0.070 1.531 0.513 0.046 1.3ll 0.069 0,063 0.66 0.22 J.dJi-l(I 201f320 By: R.t -SU6/t'\~1T~ ", I . I ."'" ." . . , 24-Hour SCS Type 1A Design Slonn - 100 Year PERVIOUS 1anl Incremental Cumulative Rainfull mere. Rainfall Accum. ' Accum. !nerem. Total pesign Req'd Slorg Req'dSlorg . Time distr. Rainfall increment Rainfall Runoff RUnoff fl6wrate flowrate Vol In. perc Vol In - perc mIn. distr. inches inches inches inches . 'cfs cf, c 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.CWYo 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 O.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.q2% 0.070 2.549 1.284 0.057 2.319 0.069 0.066 0.70 0.23 139.24 4315 520 1.34% 50.36% 0.070 2.619 1.341 0.057 2.389 0.069 0.066 0.70 0.23 139.52 4454 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 6.046 0.044 0.46 6.15 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% 6L64% 0.037 3.205 1.840 0.033 2873 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"10 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 0.037 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 6,036 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 0.10 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 3.531 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 0.030 0.029 0.30 0.10 60.68 6841 830 0.57% 73.55% 0.030 3.825 2388 0.027 3.590 0.030 0.029 '0.30 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 I 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% 77.40% 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% 79.90% 0.026 4.155 2.687 0.024 3.920 0.026 0.025 I 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 0.09 53.45 7632 970 0.50% 80.90% 0.026 4.207 2.734 0.024 3.971 0.026 0.025 . 0.27 0.09 53.46 7686 980 0.50% 81.40% 0.026 4.233 2.758 0.024 3.997 0.026 0.025 0.27R 0!09' C53~47 ~ V7739' D 990 0.50% 81.90% 0.026 4.259 2.782 0.024 4.023 0.026 0.025 '';--'; t~K iL. 0.27. . 9~ _ .. i ,~~.49 f<' ~ ~ 7;;931 1000 0.50% 82.40% 0.026 4.285 2.806 0.024 4..049 0.026 0.025 I 0.27 ~ 0:09 .,J 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 1020 0.40% '83.20% 0.021 4.326 2.844 0.019 4.091 0.021 0.020 10.21 .' 0.07 JAN 4{!.~ 2011 7932 1030 0.40% 83.60% 0.021 4.347 2.863 0.019 4.112 0.021 0.020 I 0.21 0.07 42.82 7975 . 1040 0.40% 84.00% 0.021 4.368 2.882 0.019 4.132 0.021 0.020 I 0'B~.07 42.83 8018 1050 0.40% 84.40% 0.021 4.389 2.901 0.019 4.153 0.021 0.020 0.2'1 Y 0.07 42.84 8060 I ,," I P~E S06#'t1 TTItZ-- . ". '. . f".... ~ . . . 24-Hour SCS Type ]ADeSign Storm - 100 Year Incremental Ciunulative Rainfall mere. Rainfall Accum. Design Req'd i'itor'g. Req'd Slor'g Time distr. Rainfall mcrement Rainfal] flowrate Vol In - pere Vol In - perc mm distr. inches inches efs e 1060 0.40% 84.80% 0.02] 4.410 2.920 0.019 4.174 0.021 0.020 0.21 0.07 42.85 8103 1070 0.40% 85.20% 0.02] 4.430 2.939 0.019 4.195 0,021 0.020 0.21 0.D7 42.85 8146 1080 0.40% 85.60% 0.02] 4.451 2.958 0.0]9 4.215 0,021 0.020 0.21 0.D7 42.86 8189 1090 0.40% 86.00% 0.021 4.472 2.977 0.0]9. 4.236 0.021 0.020 0.21 0.D7 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.D7 42.88 8275 1110 0.40% 86.800/0 0.021 4514 3.0]6 0.019. 4.278 0.021 0.020 0.21 0.D7 42.88 8318 1120 0.40% 87.20% 0.021 4534 3.035 0.019 4.298 0.021 0.020 0.21 0.07 42.89 8360 1130 0.40% 87.60% 0.021 4555 3,054 0.0]9 4.319 0.021 0.020 0.21 0.07 42.90 8403 1140 0.40% 88.00% 0.021 4576 3,073 0.Oi9 4.340 0.021 0.020 0.21 0.D7 42.90 8446 1150 0.40% 88.40% 0.021 4597 3.093 0.0]9 4.361 0.021 0.020 0.21 0.D7 42.91 8489 1160 0.40% 88.80% 0.021 4.618 3.112 0.0]9 4.381 0.021 0.020 0.21 0.07 42.92 8532 . 1170 0.40% 89.20% 0.021 4.638 3.l3l 0.0]9 4.402 0.021 0.020 0.21 0.D7 .42.92 8575 1180 0.40% 89.60% 0.021 4.659 3.150 0.0]9 4.423 0.021 0.020 0.21 0.D7 42.93 8618 li90 0.40% 90.00% 0.021 . 4.680 3.169 0.019 4.444 0.021 0.020 0.21 0.D7 .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.D7 42.95 8747 1220 0.40% 91.20% 0.021 4.742 3.227 0.019 4506 0.021 0.020 0.21 0.D7 42.96 8790 1230 . 0.40% 91.60% . 0.021 4.763 3.247 0.019 4527 0.021 0.020 0.2] . 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.D7 42.97 8876 1250 0.40% 92.40% 0.02] 4.805 3.285 0.019 4568 0.021 0.020 0.21 0.D7 42.97 89]9 1260 0.40% 92.80% 0.02] 4.826 3.305 0,019 4589 0.021 0.020 0.21 0.D7 42.98 8962 1270' 0.40% 93.20% 0,02] 4,846 3.324 0,019 4,610' 0,021 0.020 0,21 0.D7 42.99 9005, 1280 0.40% 93.60% 0,02] 4.867 3.343 0,0]9 4,631 0,02] 0.020 0.21 0,07 42.99 9048 1290 0.40% 94.00% 0,02] 4.888 3.363 0,0]9 4,651 0,021, 0,020 0.21 0,07 43,00 9091 1300. 0.40"10 94.40% 0.021 4,909 3.382 0,0]9 4,672 0,021 0,020 0,22 0,07 43,00 9134 l3l0 0.40% 94.80% 0.021 4,930 3.401 0.019 4.693 0.021 0,020 0.22 0.D7 43,01 9177 1320 0.40% 95.20% 0,021 4,950 3.42] 0,019 4.7]4 0,021 0,020 0,22 0,07 43,02 9220 1330 0.40% 95,60% 0,02] 4.971 3.440 0,019 4.734 0,021 0,020 0.22 0.D7 43,02 9263 1340 0,40"10 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% 0.02] 5.013 3.479 0,019 4,776 0,021 0.020 0.22 0.D7 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.D7 ,43,04 9435 1380 0.40% 97,60% 0,02] 5,075 3537 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.D7 43,05 9521 . 1400 0.40% 98.40% 0,021 5.117 3.576 0.0]9 4.880 0,021 0,020 0.22 0,07 43,06 9564 1410 0.40% 98.80% 0.02] 5,138 3,596 0,019 4,901 0,021 0,020 0.22 0,07 43,06 9607 1420 0.40% 99.20% 0,021 5.158 3.615 0,019 4,921 . 0,021 0.020 0.22 6,07 43,07 9650 1430 '0.40% 99,60% 0,02] 5,179 3,635 0.019 4.942 0,021 0,020 0,22 0.D7 43,07 9693 1440 0.40% 100.0% 0,02] 5.200 3.654 0.019 4,963 0,021 0.020 0.22 0.07 43.08 9736 RECE~VED JAN 1 0 2011 By: fgE; S06fiUT(1J\U II'.. - . r'" '. '" . 18" public pipe Worksheet for Circular Channel Project Description Project File Worksheet Flow Element. Method Solve For f:\projects\haestad\fiowmaster 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 ftlft 18.00 in 0.07 CIs . Results . Depth 0.13 ft Flow Area 0.0~ ft2 Wetted Perimeter 0.91 ft Top Width 0.85 ft Critical Depth 0.10 ft Percent Full 8.89 Critital Slope 0.004642 ftllt Velocity 0,91 ftls Velocity Head. 0.01 It Specific Energy 0.15 It , Froude Number 0.53 Maximum Discharge 4.63 cis Full Flow Capacity 4.30 cfs Full Flow Slope 0.317984e-6 ftIft Flow is subcritical. " 03f16/09. 10:45:19 AM Haestad Methods, Inc. 37 Brookside Road Waterbury, CT 06708 . I I I I , I t I I I I I i I I i ! RECF~\lf~'~ ! . JAN I 0 7011 i , IBy: I I P~-SU6fv\.l~ J , (203) 755~1666 J' FlowMaster ";5.13 Page 1 of 1 _"'~'_~";:":' .>f.. ,4It . '"..., ~. ... '!~ -' ,';"jcfty of Sprii;gf(~ld- , -'-cQ~velopme'f1t ,Services Department 225 Fifth,Street ' Spripgfield,OR 97477 , , sn:,I:p:l,AN REVIEWI ' ,PRE'"-SUBMIITAl CHECKLIST , , I :Projed Name: JW church ProJec~'Pr()posal: church building and parking lot Cas'eNumber: PRE2009-00007 , "', , I Project Address: " 885 S 4'2nd, ' Asses~or~{M~p and Tax Jot Number(s): , "',, ,.,' "I ' Zoilin!f:..tow Density Residential (LDR) 18-02-05-21 TL8700 CiverlayDistrict( s): , Applicabl~Refinement Plan: Nj A , 'I "R~fi~ementPlanDeSignation: NjA Metro, Plim'Oesignation: Low Density Residential (LDR) Pre-Submittal Meeting Date: ' March 24, 2009 APPlic:~~ion Submittal De~dline: Sept 20, 2009 " Assoi:'ate~:.Applications: Discretionary Use, POSITION:, , I REVIEW OF, NAME , Proiect Planner I land Use Planninq Steve Hopkins 726-.3649 I Transportation Jon Driscoll 726-3679 PublicV\lork$~iVil Engineer I Utilities, Sanitary & Eric Walter 726-1034 Storm Sewer ' ' DeputyFire"Marshal ' I Fire and Life Safety Gilbert Gordon 726-2293 , COInm'unity Services I Building Dave Puent726-3668 Manaqer I ,elIDlilffLL'liL ~~','IlM~ 'iIl)E~I~bJ3~ Applican~ ' ," 1 Applicant's Representative East Congregation of Jehovah's Witness Poage 'Engineering, 251N 51st, ' 990 Obie st Springfield OR 97477 Eugene OR 97401 RECEIVED , , ~RE; SU6~lTrftL--- ,JAN 1 0 2011 Revised 10/25/07 ' By: 'I TE'NtATIVE SITE PLAN REVIEW AP'PlICATXON . I PRE-SUBMITTAL CHECKLIST I . I PLANNING o .Application fee - discuss the applicable fees o Copy of the Site Plan ~educed to 8'h"x 11" Complete Incomplete See Planning Note(s) ~ . ...'..r....'. 8 '/," x 11" Copy of Site Plan O' Copy of the deed and a preliminary title report issued within the past 30 days documenting ownership land listing all encumbrances. If the applicant is not the property owner, written permissicln from the property owner is required.' . 'Complete Incompletel See Planning Note(s) !II' ~ 1 Deed and Preliminary Title Report o Brief narrative explaining the purpose of the development, the existing use of the property, and any additi6nal information that may have a bearing in determining the action to be taken. The harrative should also include the proposed number of employees and' future expansion plains, if known. . Complete Incomplete See Planning . Note(s) !II I 3,5,7 /lfI o Site Plan Complete' Incomplete See Planning Note(s) Miil ~ ~ ~ lfI iii tm'1: ,m: ,v.' ~ ~. 3 /1Il !II 4 Revised 10/25/07 Brief Narrative RECE;VED JAN 1 0 2011 Bv: Prepared by an Oregorf Licensed Architect, Landscape Architect, or Engineer Proposed buildings: location, dimensions, size (gross floor area applicable to the parking requirement'for the proposed u~els1),-- setbacks .!ro~ prop~rty_~ne~'-Clr1d distance between buildings m Location and height of existing or proposed fences, walls, outdoor equipment, storage, trash receptacles, and signs Location, dimensions, and number of typical, compact, and disabled parking spaces; . including aisles, wheel bumpers, directional signs, and striping' Dimensions of the development area, as well as area and percentage of the site proposed for buildings, structures, parking and ?l<E-50 &r<\- \ 1T,f\:L- -,..:' ~. Ia ~ viJIl ~ ~ .1 ". I I 1 . Ifjf vehicular areas; 'sidewalks, patios, and other impervious surfaces Observance of solar access requirements as specified in the applicable zoning district On-site loading areas and vehicular and pedestrian circulation Location,. type, and number of bicycle parking spaces Area 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 Location of existing and proposed transit facilities ~ ~ 5 . Iii! o. Phased Development Plan Where applicable, the Site Plan application must include a phasing plan indicatingl any proposed phases for development, including the boundaries and sequencing of eacli1 phase. Phasing must.progress in a sequence promoting street . con'lectivity between the various phases of the development and acco'mmodating other required public improvkmentsi including but not limited to, sanitary sewer, stormwater management, water, ahd electricity. The applicant must indicate which phases apply to the Site Plan applicatioh being submitted. . Complete Incomplete See Planning N/A Note(s) I!I III Phased Development Plan o Landscape Plan Complete Incomplete See Planning Note(s) ~ !II m II! 6 Drawn by a Landscape Architect. Location and dimensions of landscaping and open space areas to include calculation of landscape coverage Screening in accordance with SDC 4.4-110 Written description, including specifications, of the permanent irrigation system Location and type of street trees 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 Planti~ E C E IVE D II! III !iii' m m',. .' 1m! II! o ,'Architectural Plan Complete Incomplete See Planning Note(s) 2 JAN 1 0 2011 Exterior elevatiijs qf all buildings and . Y.,', 'PRE-SLl i>M.-tll ilL-' ,l'!'l!if row l!!!Jl .~. , Revised 10/25/07 . . ...,.... :..; fII !If 7 structures proposed for the development site, including height Conceptual floor plans o On-Site lighting Plan Complete Incomplete See Planning Note(s) ~ ~ 8 [I] ~' f:"':4: ,j.! 8 Location, orientation, and maximum height of exterior light fixtures, both free standing and attached Type and extent of shielding, including cut-off angles and type o{i1lumination, wattage, and luminous area Photometric test report for each light source fII ~' ~ 8 , Planning Notes: 1. No, title report was submitted. Instead, a title insurance document dated November 3, 2006, was subrriit!ted. A document that demonstrates proof of ownership should , , be dated within 30 days of submittal of the application. (SDC 5.4-105) , 2. For clarity, the building elev~tions should be labled with 5=ompass points (N, S, E and W), in'addition to "f~ont", "rear" and "side". ' 3. ' The parking reqUireh,ent is 1 space for each 100 square feet of floor area in the pr:imary assembly a~ea and 1 for each 200 square feet of gross floor area for the remainder of the building. The narrative does not state how the proposed number of spaces was determirled. 4. The area of future dpansion will be a pervious surface. A more detailed description is needed. I ' 5. The bicycle parking ~equirements is 1 per 40 fixed seats or 60 feet of bench length or every 200 square feet where no permanent seats or benches are maintained in main auditorium (sanctual'y or place of worship). The narrati,ve does not state how the proposed number of spaces was determined. 6. The,landscape plan needs to identify the proposed irrigation. , 7. A floor plan is not re~uired if the narrative adequately addresses the parking calculations. I " 8. A,lighting plan is req\-lired. All outdoor lights, including wall packs, must be fully shielded and directed downward. Show location, height and direction of each light. A photometric test is nbt required if there is rriinimallighting, the wattage of each light , is identified and the light is entirely contained on-site. " 9. To 'build a church in the LDR zone, a Site Plan and a Discretionary Use is required. They can be submitt~d concurrently or the site plan can follow the DU. The 'Springfield Develop~ent Code requires both applications. They are two separate 'applications with twolseparate review processes and separate approval criteria. Additiona/~comments not related to the completeness of the application: . : ~ 'Discretionary Use JpPlication requires public notice and a hearing before the Planning Commission!. ' ',' , , .Thes~teplan aplicatic~n is requires public ~~tice an~ is we~i~VlI1rd'E2~.:t~t~: Un:: D '. The slte'plan can not!be accepted unless It ISSubmlttea'~on-currentIY'wlt~1f9[DU " , application, or after the DU is approved by the Plannin~ c:Jmm~i~ ~ 'Revised 10/25/07 .pR8-SUf)M 1mt7- JAN 1 0 2011 Bv: '"' """"'---"""~"""'." . . .....,,:.--. ......................r . . .......-.... ..... -... ...........:... . .... .. .~ ANY REQUIRED ADDITIONAL MATERIALS, APPLICATIONS OR '. I PERMITS'" I IT IS THE APPLICANT'S RESPONSIBILITY TO DETERMINE IF ADDITIONAL STANDARDS OR , ... I APPLICATIONS APPLY TO THE PROPOSED DEVELOPMENT. THE APPLICANT SHOULD '" . . _' I CONSIDER UTILIZING EITHER THE DEVELOPMENT ISSUES MEETING OR THE PRE- APPLICATION REPORT FOR MORE DETAILED INFORMATION: ,'.' -' ~.," Applicable Not Applicable ~ ~ [jI' ~. ~ [jI ~ ~ ~ III m ~ ~ ~ ~ III ~ .~" .,..... :."1. i1: [jj I'iiiiI ~ Revised 10/25/07 Where a multi-family development is proposed, any additional mbterials to demonstrate compliance with SDC 3.2-240 Ribarian Area Protection Report for properties located within 150 fe~t 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 . I. '. A Geotechnical Report prepared by an engineer must be submitted cohcurrently if there are unstable soils and/or a high water table I present w~ere the development area is within an overlay district, address the additional standards of the overlay district I If five or more trees are proposed to be removed,a Tree Felling Pe~mit as specified in SDC 5.19-100 A ~etland delineation approved by the Oregon Division of State Lahds must be submitted concurrently where there is a wetland on I . the property An~ required federal or state permit must be submitted co?currently or evidence the permit application has been submitted fori review . .' Where any grading, filling or excavating is proposed with the detelopme~t, a Land and Drainage Alteration permit must be submitted prior to development w~ere applicable, an'y Discretionary Use ~r Variance as specified in I .. SDC 5.9-100 and 5.21-100 1 .' 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 serviced by sanitary sewer R,ECEIVED JAN 1 0 2011 By: p~€-SU~\'I\.\lT~ . . .; -',- ..-,....." ,..,. . .... - .~.,.,.,.. .,. ,.,.,.. , THIS APPLICATION IS: I - o COMPLETE FOR PROCESSING : ~ INCOMPLETE AND NEEDS MISSING INFORMATION NOTED ABOVE :City Planner . Date This isnot a decision on Iyour application. Springfield Development Code Section 5.4- 105 and Oregon Revised Statutes 227.178 require the City take final action on a limited land use decision within 120 dayls after the application is deemed complete. The 120-day processing period for this application begins when all the missing information is submitted or when.you .rl'!quest that the City proceed without the information. You must indicate by either signing this form or by subritting a written response to the City within seven days of the . date of this form asserting your intentions regarding the provision of the missing information. If you indicate herein or in your written response that the missing information will be . submitted, then you have 180 days from the date the application was submitted for Pre- Submittal Review to providJ the City with the missing information. If you refuse to submit the missing information, thJn upon receipt of the full application packet and processing fee, the City will deem the appliJation complete for purposes of starting the 120-day clock and begin processing the applidtion. No. new information may be submitted after the start of the 120-day period unless alccompanied by a request for an extension of the 120-day I . proc~ssing time. Upon receipt of a request for extension, the City may extend the 120-day period for a reasonable peribd of time. The City may also require additional fees if the new information. is. submitted aftkr the Notification to Surrounding Property Owners is sent out . and a second notification is tequired or if the new information substantially affects the application proposal and additional review is required. I, t~e owner/applicant, iitend to submit all missing items indic~ted herein to the - City within the ISO-day timeline. . Owner/Applicant's Signature Date RECEIVED JAN 10 2011 By: Revised 10/25/07 . PR~- S\J8~ IlT;tZ- ,"or ". . .,-,J" -,-_., iENTATI\iesIfiE PLAN REVIEW APPLICATION I . , " PRE-SUBMITTAL CHECKLIST , Engin1eer: Eric Walter I PiliBLIC WORKS IENGI~EERING I o Site Assessment of Existing Conditions Complete Incomplete I See PW Note(s) 1 ~ ," Case#: PRE2009-00007 ~' '1m II III Prepared by an Oregon licensed Landscape Architect or Engineer 1m III Vicinity Map 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., Forexisting structures to remain, also indicate present use, size, setbacks from property lines, and distance between buildings The name, location, dimensions; direction of flow and top of bank of all watercourses and required riparian setback that are shown on the Water Quality Limited Watercourse Map on file in the Development Services Department The 100-year floodplain and f100dway 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 The Time of Travel Zones, as specified in SDC 3.3-200 and delineated on the Wellhead Protection Areas Map on file. in the Development Services Department Physical features including, but not limited to trees 5" in diameter or greater when measured 4 V2 feet above the ground, 'significant clusters of trees and shrubs, riparian areas, wetlands, and rock outcroppings Soil types and water table information as mapped and specified in the Soils Survey of Lime County. A Geotechnical Report prepared by an Engineer must be submitted concurrently if the Soils Survey indicates the proposed development area has unstable soils andjora high water table RECEIVED ,~' ,!jEt ~ ell ~ 1m II ~ III PR~- SO&"'-\ \T/CL- JAN 1 0 2011 Revised 1O/2S/07 By:' , ..~ - , .' ':' .J , P'WNot'es: J ' , ' , " -. 1. Site Assesment plaf) must be prepared and stamped by an Oregon Licensed . Landscape Architect or Engineer. . '2. Provide' a 7' Public Wtility Easement (PUE) fronting S. 42nd Street and include 'on plans all existing ease1ments. 3. Showon plans the private sanitary sewer pipe connecting to sanitary sewer stub in , 'street. I ' 4. Raingarden planting plan will need to be prepared and stamped by an Oregon Licensed Landsc'ape Architect. Additional comment4 not related to the completeness of the application: . ...-... ~\ . ~,.. "i..'..~~' . ,.- ~~..,..,," ..~. ""','''..'''',.',U,,_' . I I I I 'PRE. -S.Y5lV\ t \Tf'\L, RECEIVED JAN I 0 2011 'By' '- I Revised 1O{25{07 . --..... . . .1 , i . , ,". ~ ."..,-.... -,.' .,.,....".,". " ...,....,-..-". Discretionary l:Jse fee Base $3,828.00 tech % 5% tech $ $191.40 mail $385.00 Total $4,404.40 Timtative Site Plan fee. Based on impervious surface area of 39,000 sf (Refer to sheet 2 of 4). I ISf$ Mailing. . Base fee sf tech fee tech $ fee Total $4,222.00 39000 $10,608.00 5% $741.50 $160.00 $15,731.50 Final site plan fee. Submit th~ final site plan after the tentallve site plan IS approved and prior to issuance ofthe.building permit. I Ori inal 10% tech 5% . $14;830,00 $1,483.00 5% I I I Tech $ $74 Total $1,483.05 PR.E - <S,}6~\'\(~ RECEIVED JAN 1 0 2011 By: . - '''''''''-''c''''' , .' . TENTATIVE SITE PLAN REVIEW APPLICATION . . I ' . PREI-SUBMITTAL CHECKLIST. . Transportation E~gineer/Planner: Jon Driscoll Case#: PREZ009"00007 APPIiJant: Jehovah's Witness Church (S 4Znd St.) I . TRANSPORTATION o Right-of~Way Approach Permit application must be provided where the property has , frontage on a Lane County or an Oregon Department of Transportation (ODOT) facility. o Traffic Impact Study 1 four (4) copies of a study prepared by a Traffic Engineer in accordaQce with SDC 4.?-10S AA. Traffic Impact Studies (TIS) allow the City to analyze and evaluate the traffic impacts and mitigation of a development on the City's transportation system. In general, a TIS must explain how the traffic from a given development affects theltransportation 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. I Complete Incomplete See Transportation INote(s) Complete Incomplete See Transportation Note(s) ~ ,~ ~ ~ t&'SJ ~ o Site Plan Complete Incomplete See Transportation Note(s) ~ ~ rm. ~ , , o Improvement and Public Utilities Plan . I ' Complete Incomplete See Transportation , , Note(s) , ,1 I ~ ,~ ~ ~ I)ID I ~ I .~ 2 . . ., . Revised ,10/25/07 Copy of ROW Approach Permit Application Traffic Impact Study Access to streets, alleys, and properties to be served, including the location and dimensions of exi~r,J~n,i!ag~opoJ'ed'1t\;lf:b cuts and curbRevl~" ~~e~~ 'JAN 102011 Location and e~:0f,.eX1st:iftg-and proposed street lighting Location, width, and construction material of all existing and proposed sidewalks, sidewalk ramps, pedestrian access ways, and trails . Location, widths (of paving and right-of- way) and names of all existing and proposed streets, alleys, dedications, .pRe-3J~t<'H Tli\L- -. "q ';. ....-. .~ -L-.~------_. 'I' ". . ... ...:... ."".~,.,,:.,""~" __ -J. .....~ ..~. >. _. ",' _ " . _,.~ ... _..,..'.....e,... uo. .n. ..._ _ "'_.. ,_ ,,_.._.. . TENTATIVE SITE PLAN REVIEW APPLICATION , 1 ". ,'., . , PRE-SUBMITTAL CHECKLIST , I, Deputy Fire Marshal: Gilbert Gordon " ' L " 1 Case #: PRE2009-00007 FIRE " o , Site Plan m'. ~, Complete Incomplete See Fire Note(s) 1Il On-site vehicular circulation . 0 Improvement and Public Utilities Plan Complete Incomplete See Fire Note(s) III' 'iii 1. Location of existing. and required fire hydrants and Fire N.te., l ,;mil" ,"bl;d,e;Ht;" .. . 1. One or two fire hyd~ants are required since the existing fire hydrant shown on the , " site plan exceeds the maximum 400 foot (600 foot if sprinklered) distance to the farthest point or! the proposed building per 2007 Springfield Fire Code 508.5.1. Additionalcommentd not related to the completeness of the application: ' ,I , The minimum fire flow ~equired for a 4,900 sq. ft. bUildirigof Type V-Bconstruction , (unprotected lightweight wood) is 2,000 gallons per minute per SFC Appendix B, Table , B105.1'. This will requir~ a minimum of two fire hydrants spaced approximately 450 feet apart per SFC Appendix. C, Table C105.1. '. ' If fheproposed bUildin91 i~ sprinklered per National Fire Protection: Association's NFPA' 13 , .standar,ds, the requiredlfire flow is reduced to a minimum of 1500 gpmper SFC . B1()5.3.1 and the requir.ed number of fire hydrants is reduced to one per SFC Appendix , C, Table ClOS.l. ;<;,t#'.jQ:JC'~ ,J4'le..5G<hV-ch /+ .j'cie- isel.-('+~;c- ;PU Leek ,'ri4C;-"'ua! f4. RECEIVED JANIO 2011 Revised 9(24(07 By: 'PlRt=.- So ibM l\JJ'\t-- "- \ .. , '--0---,,--'- /ir= 1~", ::)- . ~' , , ". . I) OfFICIAL SEAL JAMES H. SMITH NotarY'P~bli~'i~;'o;'~~;;;; .. ',:' N~6~~s~~6~CNO ~~f~N .....l'O'/l!/~5. s::::::~~~;~~"-~,u:~j:' Iii 1 cortiJy that tho within itJ4tnJ- i ...: ment was receivod lot'.:ocecord;Jon~~ ~b i .-" . "'" d" oJ~""""'~l~, ,4.....~ _ i~ ;\',:: ,. at "._m._._... 0 c10dc ....1M..' and reJ;,rded , ! .,," . ;nbooklrttOl/vo/umelJvo..~_~.:~ ~!:l:iI .~,,,; ::;;;~~ii~;;~':;;:;1v~~~~~~j~~~N- 1 2011 ~:_.'~~'-:;';3;~" ~ '::':; R~rd 0/ Deeds 0/ fJlI.id County. Pi I ~~..;i:~,';..-:;'~.~~ - r, " . Witno"" m} hand and geld of I ~ff ~",...~ - ~ . "'; CoUnty aifix.ed. B I f~ ' : :~. ~;. '. . ; V: II f"'\~<".! itA"': mu_....~...__ HTLI !I ~." , ....D,~:y Ii ~EJ~li6f1\l17]'\tY -e . l'lAb \??OO l~'o~~2-4 I r"'f~. ~":J~~i~~~~" "~'T" - ~""-"". ...OAlN AN' ""' ,,::...,... .." .,...."......,.. ....,,,.,,' "..",,~",..., ":~~ KNOW ALl.. MEN BY THESE PRESENTS, That.... LOREN A. HIMMEL and - jI .~~.~:!\...~.:....~.~r1~~J:.....?-J..~qm~.~..~_!;..!1AR~Y.;;.B.).'r.? ...HJ.t:W.J;;1 .*,*h:ll~n!~t:T_ ~!!:.d_B:antor, I for the c:!.z:!..5i...d~:..a.!.i:!.~ !!:!=i!:!~ !.-e!. !~:e!!'.... ~~~ ~~~b! _8~~n~,_b_a~.~~n-,- =.:!.~ ~n3_ ~~::.e!_~n~<:.:.::..: ':.:': _ _ _ _ _ _ _ _ __ "m m .... "Imm ...... mm. ........ ,... ............ U. ....m mm 'Ummu, hereinafter called ~rantee, lJnd unto ,rantee', heirs, succeuou ltnd ltS:ii/lns all of that certain real property with thtl tenemeneA~f:editlJments and apputlrmll~' thereunto be/ooAinA or in anywi,. lfppertaininA. situ~t(ld in the County of . ...... .... .... n. .... n' n., Star'tt d Cregon, described as follows, to-wit: I .... LOREN A. HIMMEL AND LEU M. HIMMEL TRUSTEES OR THEIR SUCCESSORS IN TRUST. UNDER THE HIMMEL LOVJNG~ TRUST DATED MARCH ]6, ]993, AND ANY AMENDMENTS THERETO. See Attached Exhibit .t. . rO'; IPli M II II 'I Ii I' ,I I; ,. ,. ,. [I I i I f' ~;~~AR.25-93UOqREC ~~2HAR.25'93>>04PFUND 4&:b~AR.25'93ij04A~T ruNO ii '. 'I , ') '! :: l1F SorACE INSUFfklfNT, CONm~uf OUCltlPTlON ON ltfVfli:Sf SIDE} To HlIve IInd (0 Hold the "ame unto the tJllid I:rantee and ~rantee'tJ hei", successors and a~si~n' forever. The true and actual considerlltion paid lor this trllnsler, stlttcd in terms 01 doUMs, is : .-0.::-. . /llHowever. the actual consideratibn con.vsb of ar include' other property or vltfue ~iven or promised which i. :=c.w.:;::. consideration ~~witidl~~1ff&.. 1 ~1III"''''''''Jll'~Jt_'''"''''' ~~:&-aR&:9lmQ,) In construin_ this deed and ~here the canted so requires, the ain~ullU includes the pluralllnd aU ~rammlJtiClJl chan~s shaJl be implied to ~ab the provisions hareof apply equIIUy to t;oJR.9rllt;ons and to individuals. In WitneuWhltroof, thlt ArllAtor has executed this instrumont this ~.~.'~:~dIl'Y 0/ m...~~.~~........ m.. .., I~}h..i rI a carperllto ~rllntor, It hll, CIIUlled I'tll mlmo to bo s/tned tlnd ,ta so1l1 allu!:ed by an ollicer or other person duly author. lZed 10 do so by order 01 ,ts bolJrd oi directoT~. ~ ~ - -4 THIS INSTRUWENT WILL NOT AllOW USE OF THE PROPERTY DE. W~/'~... SCRIBED IN THIS INSTRUWENT IN VIOLATION OF API"LICABL[ lANO "LO "}\.' ~!fY. ... _ J' ~~fs ~~~~R~:~N;[GTUH'tT:~;:olEfc~~~~~~<;;N~N[~ ~~TtiCTEJ'T:~~ :IF.,. ;.n~.. ~~~~~T~l:~~I':.LfD~~~~~",r~:::HTOT~iJ~:VP~~~~J:o tl~:S.OR LE A M. HIMMEL, also known as STATE OF10REGON, CO\mty 01 "."'~~ERT'I'E"lfIMM~~).=."'. -................. This instrument wa, acknowled~ed belore me on ~.9Ji 16 _.._..............., 19 :.~J, by ..~2~.~~.L~.~....~.~.~.?.~._.~_..~~~.~...~.:....!!~.~.~.~.. ....m...........m ThiJ instrument was IIcknow/l"d~"d belore me on. 19 by. ..............1............ _ .. ..m..m..........m...........m........ m........ ..................m ............, " .! I; " I!. i: i: ;! ... olm !! :, iJ iI -- " "j'" My !t .!: L?~.~.~...~.:....~....LELA M. HIMM~L 'I p.. O. BOX 234.................. .........-..T....... ; I w~.~:t.~i~:::::Q:~~::Jl~))::=:.:::::::::::::C:=.... '. -'.--........., Lq.~.~.~.._~.:....~_..~.~.~b....~.~..Jn~g.~...... ::P.O. BOX 234 I !~ N~:$.1f:i.~:~::Q:R::::~:?J~~::::::::=::::=:::I:::::::::::=::::=:::: . -.......-........1 :1 .-.--..._.........u.a-.lItol' I iiJI\.M.E,LIL....S.M.I.Tll,....E;S.Q.._.........._............. 11 O.l.7....N..._IUy..eRs.UlE;~..S.\!UJLll.6............ I' i M~DfQI\O.....QIL9.1.5.'O'.L.......... .....!...................... I' UooIll___...........~..a__..~.~'I.I, I! ~~~=~~th~:=~~::=:~::====J-~:::::=::::=== I'WESTFIR OR 97492 1 II .................,................................................................... !'....... I .....C."....""IlD ,., By... , ... --.~ "'"'- "I 10. 10. 20. I i ,I I' il II I' I ,. ji ~:. f. ~;: : D':: ~';:M." . It }';;' i~~~; ;,:'~,:':' . -", , .,",'. ... '~i',~.~ ';',',_:;;'. ,~~: ~~1;~'~M'(' ;ii~ll~{~; ~,~.r::;::(:,. ':;.:'. I I I I 1 'I ;:. J{: I,. I~t.. I"...........,..,.. ! ~$,~~.~+f~~N~i~.:_; -:' ~''':~\f~;~~~;:~:; . ...: _!4. . , , . . ,I- 9317740 EXHIBIT "A" PARCEL 1: I I Lot 2, Block 4, Hemlock Plat as platted and recorded in Book 29, Page 1, Lane County OregonP!at Records, in Lane County, Oregon. PARCEL 2: ;i Beginning at a point in the center line of County Road #287, said point being on the west line of th.e David Arth*r Donation land claim #47, Township 17 S.R. 2 West of the Willamette Meridian 2127.1 feet South 0"' 03' West of the northwest corner thereof; from said beginning point runlSouth 89" 10' East 437.12 feet to the center of a prop.osed north and south road; thence South 0"' 03' West along the center of said road 100 feet, thence leaving said proposed rdad and run North 89" 10' West 437.12 feet to the center of said county road #287. thencb North 0"' 03' East along said county road 100 feet to the place of beginning, in Lane Counh', Oregon. Also I Beginning at a point in t~e center of county road #287 said point being Gn the west line of the David Arthur donat,ion l~d claim #47, Township 17 South Range 2 West of the Willamette Meridian. 2227.1 feet, South 0"' 03' West of the northwest corner thereof; from said beginning point runjSouth 8!1' 10' East 437.12 feet to the center of a proposed north . and south road; thence South 0" 03' West along the center of said road 100.0 feet thence leaving said road and ruq North B~ 10' West 437.12 feet to the center of said county road #287;. thence .North 0" Or East along the center of said county road 100 feet to the place of beginning, in Lane County, Oregon. I ,._.1 Ii "f , . I ! -- ..-.'''''".,....- - IBllll I , i f ~'. f: ;2," ~,' 4~~ .. 0 :2~ :].pii ~ 0 ~~] , ..,. o:~ ~ , ,I E -L , ~ - 0 ~ 1 .,si a: ~ , -~ .= i: ,. < " .....0; 10 g~ '" -e ~.~ :: ,., :; ~ 0,. C") M ., E~ l::.L ~ ~ to >.~ 0, _ ;:;: ., e:~ " 01:- T- oo , uu c "';::2 . . -j ~ , -=g~ I Ii o c ~ ~ 0 :D "'u ~v._ ~! ~ = , ., RECEIVED JAN 1 0 2011 By: fRE-5U8fAl (:/j. . .1 I INDIVIDUAL WARRANTY DEED I TAX ACCT. NO. l0779Z2 1407707 . oj f:" WPT 163882 10-58321 ,- )D/ 10/ Ik MAP NO. 18 02 05 21 08501 18 Q2 05 21 08506 I!:- oJ t.t y ~SOf SCO'l'T A. ,COPELAND and MARGARET E. COPELAND, Grantor, co~veys and warrants to I EUGENE .PEROTTI and JACQUELINE PEROTTI, 'husband 'and wife, Grantee the f~llOWing described reallproperty 8:t~ated in LANE County, OR, free of encumbrances except as specifically set forth herein, to-wit: . I SEE EXHIBIT A WHICH IS MADE A PART HEREOF BY THIS REFERENCE Th'. 'ub' I d lS conveyance lS S Ject to an excepts: RIGrITS OF THE PUBLIC IN STREETS, ROADS MiD HIGHWAYS, COVENANTSi' CONDITIONS, , RESTRICTIONS, RESERVATIONS, EASEMENTS OF RECORD. DATED: I. The true consideration for this conveyance is I THIS INSTRUMENT WILL NOT ALLOW USE OF THE PROPERTY DESCR.:IBED IN TRIS INSTRUMENT IN VIOLATION OF APPLICABLE L1um USE. LAWS AND REGULATIONS. BEl'ORX SIGNING OR ACCEPTING ,THIS INSTRUMENT, THE PERSON ACQUIRING FEE TI:TLE TO THE PROPERTY SHOULD CHECK w:rTH TBE APPROPRIATE CITY OR COUNTY PLANNING DEP'ARTMEN'1' TO VER:rFY , APPROV}:D USES -AND TO DETERMINE ANY LIMITS ON LAWSUITS AGAINST FARMING OR FOREST PRACTICES AS DEFINED IN ORS 30.930. I I I I I $103,000.00. ;j.!' STATE OF OREGON ,s_ County of ;LANE This in,strument was acknowledged before me on DCc.f" m 'her /4 ?~T~ET E COPELAND Not,ary '~~ic of ~regon I My ~o~ss1on exp1res: I - I Until a change is requested, all tax statements shall be sent to the following address: 845 SOUTH 42ND STREET, SPRINGFIELD, OR 37478 , 2000, G OFFlC1AlSEAL ERIN TORRANCE ',," "j NOTARY pueuc. ORESON' ',.-,' MY COMMISSION NO, 309085 COM!.lJSSIONEXPIliEsfEBRlWlY3,2tXl2 RECEI\JED AIter recording return to: Western pioneer Title Co., P. O. Box 10146, Eugene, OR 37440 JAN 1 0 2011 By: 2000-01t261 1111111111111111111111111111111111111111111111111 $31,00 00137253200000712610020023 12/15/2000 03-:36:20 PM Divi~lon of Chi.f Deputy Cle~k Lane CDunly Peeds and Reeo~d& R<C-5L)~ IITN- RPR DEED - 1 - 6 CASHIER 04 $10.00 $11,00 $10.00 , --I I i . , EXHIBIT A Beginning at a point in ~he center of County Road No. 287, said point being on the West line of t.he David Arthur Donation Land Claim No. 47, Township 17 South, Range 2 West of the Willamette Meridian, 1827.10 feet South 00 03' West of the Northwest corner ihereofi thence South B9D io' East 175 feet; thence North',CO '03' East 110 'fe~ti thence North 890 10' West 175 feet; thence South 00 03' West 110 feet t~ the Point of Beginning, in Lane County, Oregon. ALSO: , Beginning at a POi~nt in the center of County Road No. 287, said point being on the West line ofj the David Arthur Donation Land Claim No. 47, Township 17 South, Range t West of the Willamette Meridian, 1827.10 feet South 00 03' West of the Northwest corner thereof; thence South 890 10' East 175 feet to the true point ofl beginning: thence South 890 10' East 35 feet; thence North 00 03' East 110 feet; thence North 890 101 West 35 feet; thence South 00 03! West 110 feet to the true point of beginning, in Lane County, Oregon, AL " ,I , fed 7. 'd ' so: Beg~nn1ng at a po1nt ~n ~he center 0 oUllty Roa No. 28 sal pOlnt being on the West line ,oflthe David Arthur Donation Land Claim No. 47, Towriship 17 South, Range 2 Weat of the Willamette Meridian, 1717.10 feet, South 00 03' Weat of the Northweat corner thereof; running thence South 890 15' 30 ~ ,East, 20.00 feet to a point on the Easterly right-of -way Qf said County Road, as referenced by a 5/B inch iron rod and the true point of beginn1'n. g; .thence leaving Isaid right of way South 890 15' 30" Eaat 217.53 feetr'thence.North 00 03' East 6.00 feet: thence South 890 09' 41" West 217.54 .feet to the true poin~ of beginning, all in t~e City of Springfield, Lane County, Oregon. . RECE~'/ED JAN 1 0 2011 By: PK,E- So B/.'l CITf\G- . . /~'rP'\ _Be I ORE:GON" January 5, 20 II Mr. Steve Hopkins City of Springfield Development Services Department 225 Fifth Street Springfield, OR 97477 Re: Church Building and Parking Lot PRE2009-00007 Dear Mr. Hopkins Per our conversation of 12/23/20 I 0 you reminded us as the East Congregation of Jehovah's Witnesses that more than the limit of 180 had passed since we first applied and were approved in April of 2009 for a discretionary use for a new Church and Parking lot for the property located at 885 S. 42nd Street. Since that time we have successfully purchased the property and secured financing and are eager to move forward as rapidly as possible. As such we are again initiating the required pre-submittal process. The attached (7) copies of the site plan that were part ofthe original submittal have been updated with the previously noted conditions of approval. We look forward to meeting with the City Staff and finalizing the details required for final site plan approval so building plans can be submitted. Please feel free to contact me via cell phone during business hours. Work Cell 541-501-4435 Personal Cell 541-515-5053 Respectfully submitted, ve Van Houten RECEI\/ED End: 7 each copies of Site Plans JAN 1 0 2011 3 each copies of Storm water management study 8 y.' 1 ea. Copy of Title Insurance 1 each copy of exterior light fixture 1 each copy of previous reviewed site plan review check list comments PRE- S0e~\ 1TA-G