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LUA98-161 Vol 2 of 3
Item 8.Check all boxes that apply and complete the informa- ) tion following the box,including a full detailed description of (P 9r)+s000s U.S.DEPARTMENT OF ENERGY S i ..., your proposed use.A map or sketch added to the description �_ � � BONNEVILLE POWER ADMINSTRATION can make our job easier and quicker.If you send us plans that APPLICATION FOR PROPOSED USE OF BPA RIGHT-OF-V -� , � -- are copywrited,we need four sets. Or INE'li LhE a s6L4 &.Autdv. I) Item 9.Right-of-way widths vary,and conductors(wires)are f L I N f , NI I LE " FOR DEVELOPMENTS OR SUBDIVISIONS, PLEASE ENCLOSE A FOR LONGITUDINAL OCCL ea I not always located in the center of the right of-way.To locate $250 NON-REFUNDABLE APPLICATION FEE.APPLICATIONS MULTIPLE MILES OF BPA F 1 �� your proposed project accurately in relation to the right-of- WILL NOT BE PROCESSED WITHOUT THIS FEE. A$2,500 NONREFUF A , k """ _ . - t way,you should contact the closest BPA field office for help. , . Iller `/ f * (See last page.) A 1.NAME 4.NAME i a i The diamonds on the line in the drawin re resent towers or P Acme E h l n a e.r L.rz , inc.. 0 John an, d '- {w g p L 2.ADDRESS W 5.ADDRESS / ' .1 `. poles on the right-of-way.Look on the lower half of each I 12 3 y 5 ec�n Cd Aue.n LLe j Sj• 4 (c Al. . ii• t tower or pole on your property,where you will find a series of c N Pasco u1CLShvlc�-t-dn °183a� fetch Ian fir : letters and numbers(example:MCNY HORS 1-13 1.See N 3.TELEPHONE NO. E 6.TELEPHONE NO. illustration to the left).Copy these onto the application.Be T 6-09) CO4s— I2_3`1 o4) Zz3 it i -; ,. sure to show which direction is"NORTH"in relation to the .. vs 7 LOCATION OF PROPERTY R right-of-way. (PROVIDE A COUNTY ASSESSOR'S MAP SHOWING THE OWNER'S BOUNDARY LINES AND THE l n „ , Item 10.We need the name of the person completing the Prb er-4- Ada r'eSS: Sou_}-�1 �'Lpirr Lane Rich lea f, � . . P / `� +� form. y Ta.x. L-o-Ir. 13OD QC Evert rcer� Subcl I isio, Item 11.We need your signature.Please date at top. v ,; 11 How to Apply'// _ Item 12.Title is optional. QUARTER SECTION(S) I SECTION(S) TOWNSHIP I RANGE I COUI You will find a blank form at the back of this brochure.If ou 1=Yy S E>4 7 q NOr�F-h AID Ca S-� 13c To apply for a special use of the right-of-way,you need to Y 8.PURPOSE FOR WHICH BPA RIGHT-OF-WAY/PROPERTY IS TO BE USED(Include a map,plan or sketch if app wish to apply for a use,fill out items 1-12 on the form and provide us with specific information.A sample form send it to the field office covering the property you wish to("Application for Proposed Use of BPA Right-of-Way")is xf Driveway/Roadway Zj Pipelines 20 E shown on the next page.Here is how to fill it out: use.See following page for a list of contacts. Width oZ�r Type t1;I Gas 0 Sewer �(Water Volt. Items 1-6.Applicant:Fill in your name(or company Please submit your application as soon as you can,since it Material Grpl.,ej Diameter CO" A YP.II _ Und name),address and telephone number. If you are applying takes time to evaluate each proposal.The Bonneville Power (If Grading,attach plan) Material pviuu1 i P V G ove for a use in someone else's name,and are not therefore Administration has approximately 400 substations and Buried Depth tie" 3 6`r (If o, 15,000 circuit miles of transmission lines.Many applications legally and financially responsible for any consequences of , that use,you must also fill in the name,address and are received each day.A typical application on easement right- Other: F NC�E. - (i Cj dcrt uiI*h I Ga q0,.+ . of-way can take from six to eight weeks to process.But,since telephone number of the property owner. the requests are individual and varied,more time may be Item 7.Our engineering drawings do not use tax lot needed.Please note,applications will not be processed until IF APPLICABLE,ATTACH NAME,COMPANY ADDRESS,AND A CONTACT PERSON FOR ALL UTILITIE numbers or street addresses.To locate the property,we receipt of the application fee(if appropriate).See the form for 9.RIGHT-OF WAY Draw in space provided below the proposed use.(Identify structures and show distances an need to have its legal description. further information on this fee. North Arrow.)If a BPA Plan and Profile drawing is available,you may draw your plans on it and attach to this applicati Example:SW1/4 SE1/4 of Section 2,Township 5 North, / PENC—E y reSoLt4---' 3eo' --� Road u)it'h 1.114y ties .�da eci drau/in9 Range 26 East,Willamette Meridian,Benton County, &A E C For diSfd/ICeS O Washington. You should be able to find this information on your 5A1711i•MPI.V 2I1:14, BPA STRUCTURE IDENTIFICATION SAMS-MI LV "4/1 BP title insurance policy,courthouse deed or your 10.APPLICANT NAME 11.APPLICANT SIGNATURE 12 APPLIC tax statement. Zanies E Win ick i `i-v to Alec) Portland Regional Realty Specialist Walla Walla Regional Realty Specialist Who Is Responsible for What terminate the agreement and we have to do extra work to Mail Stop TSRF/3 1520 Kelly Place have a good,cleared right-of-way,you may be charged. tl P.O.Box 3621 Walla Walla,WA 99362 We need to be able to carry out our job safely.If your Portland,OR 97208 (509)527-6243 proposed use will interfere with our work to locate, est (503)230-4695 construct,operate,maintain or repair our facilities—now Available Uses of ed Spokane Regional Realty Specialist or in the future—we will prohibit that use. BPA-owned Land 11, Eugene Regional Realty Specialist 707 W.Main We are also concerned about other uses of the right-of-way Iffice 86000 Franklin Suite 500 So far,we have focused on land for which BPA has right-of- that might not be safe for you or other people.If we wayeasements.You mayalso apply to use land that BPA Eugene,OR 97405 Spokane,WA 99201-0608 discover any hazards like this,we will try to let you know pP Y (541)465-6565 (509)358-7358 ! owns.Three transactions are possible. For instance,questions have been raised about whether the Easements.You may apply for a grant of perpetual use for Redmond Regional Realty Specialist Montana/Southern Idaho Regional electric and magnetic fields produced by all electrical wires permanent uses(e.g.,road crossings or pipelines),if your do The Dalles NRS Realty Specialist , may affect human health.No cause-and-effect relationship use does not interfere with our needs.A charge,based on 3920 Columbia View Dr.East 2520 U.S.Hwy 2 East has been established.And the subject is very uncertain.It current market value,is made for this easement. The Dalles,OR 97058 Kalispell,MT 59901 will be some years before there is enough scientific (541)296-8905 (406)755-6202 evidence to know for sure what effects there may be,if any.' Leases.You may apply to lease land,primarily for agricul- tural uses,on occupied or vacant property.Leases are The Dalles Regional RealtySpecialist granted by competitive bidding or direct negotiations, g P But we want to take a prudent approach to this issue.Until usuallyfor a specified term. 3920 Columbia View Dr.East P we know more about EMF,we will prohibit any new The Dalles,OR 97058 • "people-intensive"activity on land we own.This means no Disposal.You may buy property BPA no longer needs.Sale (541)296-4586 new or expanded parks,softball fields,trails or commercial is usually by competitive bid. uses. On land where we have an easement,we can't always prohibit the development(unless it includes building .,r: Kalispell structures or interferes with the operation of our facilities). \ \ )homish • But we will make information available on the EMF • t controversy. \\ • ......: A S H N G T O N Spokane BPA is responsible for damages caused byour ne li ence.6 1 P g g g . c. 1" r r a' . iv�. -z M 0 N T. Any other damage or losses that follow from your use of the • ....4400., --► area,including damage or losses to our facilities,are your f Walla Walla responsibility. ', and \2/ \\\ • Finally,trees and brush must be controlled on the right-of- )S1 way,either by you or by BPA.IE we control trees and brush, �j; ,� li The Dalles you are relieved of the responsibility.If you control them, y;1 l�:�jfi you have more control over the methods used and will ak `���� � have BPA personnel on your property less frequently.If you �l�r �' wish to control trees and brush,we will arrange an '- A v �� • Redmond agreement that defines your responsibilities and ours.if � �/ you do not follow the terms of the agreement,or you j{ IDAHO t EGONIlt. 11/ f1\ . . .... . ............................................................... ...................... ... Wilk ° f/�' �I SIf you would like to know more about EMF and the current state of rr" i "l f ") research,please ash for"What We Know(And Don't Know)About -*� •' EMF or Electric Power Lines:Questions and Answers on Research into �"si �'L�' Health Effects." � � —1__LC.\-11144k ji 'But only for those caused by negligence.This limited liability is specified 61 in the Federal Tort Claims Act 62 Stat.982. 1�� a i' ti „.,; nriz 2' . ,,, , „,A A70., r o ' This'brochure tells you what rights the Bonneville Power. . 'B PA's Land Rights - Administration has'when it buys an easement or a,piece of - , land for transmission facilities.The information in this When we_purchase an easement,,part of our purchase ' brochure focuses on activities after BPA'facilities have ..includes access to-out right-of-way and to the transmission:'. ` , , ' ' been constructed.We-also tell you what you-may or may facilities on them so the facilities may be maintained and . . not be able to do on BPArights-of-way and on BPA-owned . . operated.safely'and•efficiently.Some of those rights include ' land:Finally,we include•instrUctions On how to arrange .• entry to build,maintain and improve the facilities,as well - , .with us to use'the.land for.various purposes, as to remove,towers or poles- • , We also must be able-to.keep the right-of-way'clear of Introduction structures,trees,brush or other vegetation:'With special . , - restrictions,however;we can authorize orchards.and the • . - - Generally,•BPA builds transmission lines,substations and , growing of such crops as Christmas trees and'hops,We •, ' - - other facilities for ewo:reasons:to bring new,power to• -must also be able to control'any fire hazards,Uses of land- • , ' ' • meet:the needs of people of the Northwest;and;to ensure' that-conflict with these'needs="encroachmentsare • - ' •, '- that-present consumers continue'to;have a reliable supply . not•permitted.Even when no transmission line has been-. . .- ' of electricity-When We-build these facilities,,we need ' constructed on the easement:area,BPA'rights are main- . . . certain rights for use f the land we cross.,Sometimes we,.. . -' ',tained for future use. - . ‘ ' 'buythe land outright,and.we become•the;fe'e-owners- . • - More often,we buy the tights to'use•the land in specific -We also must identify and arrange to-cut trees that, .. ways:This is called'an easement'for our"right-•of-way. Irt altho •ugh outside the•nght-of-way •rnaythreaten the line •- • - this case,the landowner_retains title to the land itself.!. ' . • because they may.grow tall enough to.fall into-'the • - . • conductor(wires),and are unstable,'diseased'or•already - • . . . Since_transmissionfacilities rarely up all the space_on ' leaning toward the right-of-way,Safe clearance distances '- . • - - . . the right-of-Way,the land—even land we own in fee?,- between any part of a falling;tree and the.line can be as ' - can sometimes be available for.other,compatibl'e uses. _ - - ,great.as 30 feet.We.will arrange to remove these trees ' ' ' You`may grow a variety of crops onthe right-of-way If`,'_ Sometimes.we find that a right-of-way is no`longer'needed; .•• you make arrangements with us';other uses of the.right-- .. • Then we can return the easement fights to you at a •-, - •• ' of-way are also possible-For.instance;you may wish to reasonable price-•• - • build.fences or roads on the land,or install water'pipes: : ' • 'We•want to help you,carry out.your plans,in ways that are,• : safe and satisfactory'for us both.:,. - • , , - - _ • • • 1.+tt '> To learn more about}row we arrange with you jor the purchase of those },/���! t q /9" *" `" rights,please ash for-a copy of"TheLandowner's Guide to BPA ' V J� ` ,`� +� l - � .i• r j '.• J '. .Projects:Before and During Construction. • : Y r;7 � '1,J1 ,� `{4A... j �/ �,. 2A special section on uses of BPA fee-owned land appears later in this• ' `, ` • ' •• ' - ��/ �� ! . 4. brochure.See the section on"Who i Responsible for What"for new } ' •'t ' /411 `r'•�"` �1�� :�r ;restrictions on the use'of EPA fee-owned land. Lit, ` 1S- "i J r41Q1tftl/91Ad 9f ,,, For more information on controlling vegetation on the right-of-way• .- i lt� /,/� C M ', please ash for a copyof"Landover er's Guide to Trees and Transmission ' •• 'ef r .;. 'e o; +§��i 9 .i '3/ . �J-t'� • Lines,» �, r ^ J' _ , s �� • - , . A'lik kic\ • . . . . . .. . _ • I I . . ' • , . . • '—'11.1.. \ ,-,'':-" ...'- 15 .: t 1-::r ' -'e '4•.--Y,7- -.. - ,i'it `., i ' LL W - • I . - •. . What Can 6e Done • . . _ .—1—.77--•°\ ...- -_ ... ,It:. ,rit_. ; :,..ix•-...p.:, • iff.. -7-------_. ,—,•.ii.... ‘wit - • . - !')Os' . . • , , T .:',,:;.„ . '40' , i --, •Act,i L....Le . ,. -,..--_----- W_ on the Right-of-way - -V' . --\ • -4,...„..:-. ..A, .-— " --, , - -,-- .. ;,,. ii , . (0° .• Two mainconcerns govern what can be clone on the right- • ' . .•••• • 6-:‘-Ch.. ' ..:(r, rt.1,u u. . ' i ..-. .q•.: .:,.._.,aid___7.4...,:i -------31„__ ..A. .r,.7 _._.- \\ 04'-,:, •''',-•-';'' , 5-u)z - • . of-way First as we explained,BPA must be able to build , . 1) -•`--••t - - -'-'"' - - -''41'' ,12-.".:"'-' 7'...''''t;-"..: ' ' _.,.. ._,;,4,„1„:eyair-.. ...,...., c•c- . i • - n and maintain its facilities safely and effectively Our other „ - ?y ,i Sr 1-- . • •EL11 o_-1111 cti= . - . m , 0 k.-1`.-..,,,t.r..--- • concern is that the public use the right-of-way Safely . < . . • . ., ,• P" '',1',"- 4,f, ...i'd-, ,„,* ,- • ' 0 F.:'-'- '.'4, (7,-.)- i , - r.-2.r.,*-6-::, -' [47'. ..:6 '",°4-- -',... • ...-''' , ''`cer'''''-- ,. 1' 4 a - • .. 1>.<,ii• • --1. . • ." '•'- 5"--''' - Pr . i-• p_ - ' With this in mind,here are some-things you can do on the .. ,---t.t(f° '.,•,:**.. '' . - .•.,,, , - -- , . ,.r.,,- • ""-.1 '1 •.--., • • Cn ' ..". A,.." - . P right-of-way.Yoii may grow erops or graze livestOck. , • • • 0 w '•tf;rr. ,-% ' ..• .:7 • -Y. '-.' -- it However,care must be taken when Operating farm. . '--- MA i -- '1--'4'-• -- -"`-:_ l ,.„...-- -•,-: - 11.. - 4 ANC vt, ., .• < -- <i ‹. - - . . • , • . , , . equipment around the poles or steel towers.$If you plan to.. _- •--.TT. : - -;-I •-• ....., • --? ' a(-9.0 • - . _i . . , . - .--?' ."•- - ..., • '--.- ,• •'-' •1- c•-•,• - ' - 0 Fi z - • grow a crop that requires tall trellises or permanent- - •. . . I-- - • supports,please contact us first,to ensure that safe ,_ , . • . . . • '-L. )-• CL . < distances are maintained between your supports and our Roads.Roads should be at least 25 feet frOrripoleaand guy ' irt-„ / . ,, ..„ IL . z--icc.04.oz . , , • , ,. s5. wires.You may apply to us'for many other right-of-way - . wires and 50 feet from steel tower'legs: 'Lir 4 c / ... .*I• —..(1) uses,-too,so long as they do not'threaten the safe operation , -' '•!-,,. -0' -;.1 Vr t., ,. ' • 1 ' ' •P• •Q - . • m_L._. • . co - z z - , . Buried electric and commUnication lines.These lines Ai ,, , • t•. of the line or our access to the line.Here are some sample ,,,,v should be buried at least 30 inches deep,at least 25 feet away •-•%';:::•:'- 4?49,44140 0 Z w 2 . uses: ' . . • ' ' r05°,11r404-,_ arP-% ' ' • . w . . .. • . . 1 <. . • from poles and guy wires,and 50 feet from the legs of steel ',, -;.9:-V' :,,•,, ,L • - >_ P < o D_ _., • o • . . . _ . '1 P . Zc Low shrubs and trees(including Christmas trees).Trees towers,'Any-exceptions require special studies.. •' -1..,-.Z. 1=f.,-4,-, - re(D 01 COCL . -• ',.z---,,...,-.: ,c--7---.-.,-- 4-4, ' - 0 - .may interfere with the towers,lines or access,so usually we . • .' - • ' L.L.i I"• ' ' . - . Some other BPA requirements may also apply to your specific 0, co don't allow trees on the right-of-Way However we _ . •• ,),7,7i,,,,A,• - .. • -- Z 0 - .. u) . ,, . .', . location.We will check on those for you when you apply to , ' '.7- - , 44 — . _ . ' 0• z 14 re te allow Christmas,ornamental and orchard trees to grow to a- - • ' , ' use the land.If your project can't meet these specifications, gi . . , . w , • . ted height.We will enter into a special written , - ' 0 0 Cr) . • , • z . . •-. . we may be able to Modify our transmission facilities -' • -.- - - -' , 1 . < . . . . .. agreement to allow you to grow Christmas or orchard trees. • .. - . 0 - • . , . a However you must be willing to pay for the modifications. . • Z Ce • - , . , . Once agreeMent is-established,You must control tree height_ - .' - - . , _ - , , 2- LU - • , . ,. and accesi.(See"Who is Responsible for What"in this - ' . . - • , . . • ..' • - 0• .. . . . . . pamphlet) Who Can Use the Access Roads ..' • : . . ..... . re•a.,0 = ‹. , . . . .. . . aim • .. • .. ,. a. Fences and irrigation devices.Any fence or irrigation' .. _ 0 0 . .. 0. • . . . BPA builds roads to give its maintenance. crews access'to . • . _ -- , ;- - - . - ' ,. . • Lu DI'0 .' , -_i p . . • • i, , . . • , : . . • • pipe or irrigation pivot must be at least 50 feet from the , .. structures and therightLof-Way'Where they cross your land, - - - ' • - - ' • 5 ci. . , Z)-*6 a; . .- . ,- base of a steel tower or 25 feet from the wood poles or guy ' , • . - - CO < • • - . - . • •:you may use these roads as well.-However,if you wish to use • '• - , ' . . wires of a wood structure:Any exceptions require special .- Z‘rre --- al a_a) a BPA access road that crosses someone else's land,you must . Z 0- -_ . . ;2_.2z-E - . • -• u) . .. .• . .- studies.In addition fences must have I.-6-:foot wide gates to . , - ...,..., . ,. . . •- .__ _, , . - 0 LL w- 17 Et • . . , . get the owners permissioa,as well as ours.When luaus are . • , . 03• - allow BPA maintenance crews' access to BPA structures, ' used jointly with BPA,we sometimes ask that you share •. ' • - " . "Z '- • Q-wm - - cn . . ; . , a...0 . • . . , . - - - . , -- . . - , Septic and drainage systems.Pipelines must be buried at maintenance costs-with us.. . . . . . . . ,0 • , — z a 1-• . - . • u) . , least 24 inches deep to protect them from surface distur-• : :. ' ._ , ._• -, , - . , • -.- -„' . . <C- . .-6)-< - . .. . . . . . _- bance and from accidental damage by our heavy'mainte- , .; What Can't Be Done On.the . , . . . . . . nance truck's.In the ease of drainfields,the pipe can be . . ?..._. • -- 0-=I u) - . , ---I' - • co CL co" . . i- • • ,.. . . • ,. , • , -, • shallower,but the dr-ainfields must be marked so that BPA • Right-of-way ' . . . . - . - . . a. m 0 Is ci• _ _ _ _ . -_ _ ,C1- --- - -") __ . crews don't drive over them.These pipelines shouldbe We do not _ ..- uses which mig .._ _. . _.,.. .•., - permit any ht- with c. '-, • , - •• , -d " ' r: ct I -least 50'feet from the base Of any steel structure and 25-feet interfere . • 0 03 IL , . Z W w . . operating and maintaining our facilities.You may not place • -, • .- .- u)•<w w . from any wood pole struicture or guy wire.Any exceptions„• - . .• • F-00- - • . _ co- • Z cr> 1 - • • - - any structures or buildings-on'the right-of-way You also may . 'require special studies. . . • . • a w a- i- - - . co 0 a_0 . - not store or transfer any flammable material,such as gas or . . .. . . . . • EL- . . . • . ., ' " oil,because of fire hazards and safety problems.These . . 0 re.-1 2 ' 0 . ..1 z •_1 i _i • 6" .0 ' , ' restrictions are part of the legal rights BPA acquires for rights- _. . . 6 ai 0§ ' z - . < . . .> ',-- .4 Safe operation of farm equipment near a transmission line is covered in ' of way . . ' • 0 w-Z , , , - cn . . - the BPA brochure,"Liviiig and Working Around High-Voltage Power . , Lines."For a copy,contact one of the offices,listed ayhe end of this - _ :. • • . . . . . c,) IX c.i 0 ¢ , • 0.4,0. 0 brqchure. - . • . , - al,--- -- et . . , . , . _ , . . . . . . 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Br2.!..^,;!Ac!!,";`:!!!!'!!',,:,:i!:,!ra!!...i'S,:" .;T',.'; i'''-'",, ,'''','2.!Li!$1•''4W!';',';','',.',',4.4.!,••,i',;:z!'!!'i";':':', !...',!_,"':i!,•.=!•.'":1::,'°?,,',,i0tI,'-174:iii!;'i,1 ,!•":4,;If!'h•:••,f••!:',,,,,,IT;.,',.4!,;v„.+:, ,',,,;4,;-_,,g..;,',,,,,,,,,„;:.;,,,:r,..,,,•.,,-;,;,;,,,,,o,,•-,L.,,,,„,-ho!,,„,,.../,.,,,,,,,,„.,...,..,.,„...,,,.,„,,,, I January 4, 1999 Prepared For: Dick Butko o t 1 , Our Job No. 5511 .. - , .i.liii•Tj,, ''','.c!''-,,•!' °-,,,C.,---•!-., I, I . kJ.iiios Project Engineer 1 1 1 1 r • p „,--,0 • T FL •‘. , ._../ ,..., ,..o.5. A40 -,,/4, - or -rz•4'1 1/4..),.4 -r /-‘1( u ir-: t•-•L...i,,a N".‘- GI- , E., ,c. /4, A.. -...,, AZ9, Ar......, 7 il - 1999:4- git , -1 JAN s, 3 1:71,. EC•/::::/VED 4 . , S d A • \I. VC'...'i . • ','' q . / ..I'vrkok• ;....0 t• Is r-er , • , , EXPIRES 2/18/ 2x..vc,,-, , i DBM(Insulting Engineers 502 16th Street,N.E.,Suite 312 Auburn,Washington 98002 I Phone: (253) 887-0924 , , , Civil Engineering,Land Planning,Surveying,Environmental Services , , , • , • TABLE OF CONTENTS 1. GENERAL INFORMATION 3 2. UPSTREAM DRAINAGE ANALYSIS 3 3. ONSITE DRAINAGE ANALYSIS 4 .1 EXISTING STORM DRAINAGE 3.2 PROPOSED STORM DRAINAGE 4. DOWNSTREAM ANALYSIS 5 5. RESOURCE REVIEW 5 .1 BASIN RECONNAISSANCE SUMMARY REPORT 5.2 CRITICAL DRAINAGE AREA MAPS .3 FLOODPLAIN/FLOODWAY MAPS .4 OTHER OFF-SITE ANALYSIS REPORTS .5 SENSITIVE AREAS MAPS 6. SOILS MAP AND CLASSIFICATION 6 7. WETLANDS INVENTORY NOTEBOOK 6 8. CONCLUSION 6 APPENDIX Exhibit A Vicinity Map Exhibit B Assessor's Map Exhibit C Drainage Basins Maps Exhibit D Onsite Drainage Basin Map Exhibit E Offsite Drainage Basin Map Exhibit F Floodplain/Floodway FEMA Map Exhibit G King County Sensitive Area Map Folios Exhibit H City of Renton Sensitive Area Maps Exhibit I City of Renton Zoning Map Exhibit J Soils Map and Classification Exhibit K Storm Drainage Calculations and Figures 2 1.0 GENERAL INFORMATION The site is located in the City of Renton, State of Washington. The site is on top of'a plateau and is located just south of Cedar River. Access would be from SE Rolyal Hills Drive. The site is made up of two parcels (see assessor's map). Parcel A is 63.96 acres and Parcel B is 2.65 acres. Development is proposed in Parcel A. The proposed developed area is approximately 19 acres, mostly in the north portion of the site. The site is in the Northwest Quarter of Section 21, Township 23 North, Range 5 East. There are several Bonneville Power transmission lines and Seattle City Light easements that traverse east/west th dough the property. The site will be developed in segments and all of the buildings will lie outside of these easements. The site observation was conducted by Mark J. Rigos, on September 18, 1998, to qualitatively observe the site conditions and perform a Level 1 Downstream Drainage Analysis. The weather conditions were overcast with approximately 0.5 inches of rainfall the night before. Currently, the site is undeveloped (other than the power lines and gravel access roads) and vegetated. The site is engrossed in thin forest that includes many conifer and deciduous trees and also includes a great deal of sage brush and pasture grasses. The existing gravel roads meander through the site to access each of the tall power poles. The majority of the delvelopable portion of the site is on the plateau,just south of the Cedar River. To the north of this plateau are 40% steep slopes where development will not occur. Generally, the site slopes at approximately 8% to the northeast, composed of gently rolling hills. Some of the undulations of the ground surface appear to be from former borrow operations for gravel, while other irregularities are due to natural geologic processes. The off-site topography to the west and to the east follows the same pattern until it also reaches the 40% steep slopes. The Cedar River Basin is at the bottom of these steep slopes. 2.0 UPSTREAM DRAINAGE ANALYSIS The developed portion of the site drops in elevation approximately 100 feet over approximately 1/5th of a mile. Upstream of the site (south), there is an existing gray, apartment complex named Royal Hills. This site is accessed by SE Royal Hills Drive. Much of Royal Hills apartment's complex and SE Royal Hills Drive's drainage flows to the south to what appears to be a wetland area. The remainder of the Royal Hills apartment complex drains northeast through a conveyance/catch basin system. This system is conveyed northeast by pipe flow down a steep hill, ultimately discharging into the Cedar River. This particular drainage system is not part of the subject property's upstream drainage basin. However, there is an upstream drainage basin that sheet flows onto the site. That upstream drainage basin is heavily vegetated with conifer, deciduous trees, and The total upstream tributary basin to the site is approximately 74 acres +/-. . This is due to the localized topography (see Offsite Drainage Basin Map in the appendix). 3.0 ONSITE DRAINAGE ANALYSIS 3.1 EXSISTING STORM DRAINAGE Th'e site is composed mainly of vegetation that includes conifer and deciduous trees, sage brush, and pasture grasses. Large native conifers have been logged, and other vegetation growth has been reduced by maintenance within power line easements, which traverse through the site. In addition, there are five to ten gravel roads that meander through the site. There are several types of soils on- site. These include Alluvial Terrace Gravel (Qg) and Glacial Drift (Qd). Overall, the soil for the site can be classified as soil typeB. The curve number of the existing pervious surface is determined to be 72 (see appendix). The curve number for the existing gravel access roads is 85. The majority of the site drainage sheet flows northeasterly, until reaching the 40% steep slopes. Before reaching the steep slopes, several small swales exist within the site. However, most likely these swales only flow in storm events. It is entirely possible that, in periods of rain, there is on-site channelized runoff flow on the gravel roads. The proposed developed area is approximately 19 acres. During the site observation, I observed no evidence of severe erosion or weathering. The site is several hundred feet above the floodplain; consequently, there are no flooding problems. The site's current downstream basin (the Cedar River) appears to not have any existing/potential constrictions or lack capacity to convey the additional runoff volume that will be generated by the development. There was no evidence of any existing onsite drainage structures. 3.1 PROPOSED STORM DRAINAGE The proposed drainage system would entail a pipe conveyance system. Detention would be preformed with wetvault to treat the northern portion of the site, the southern portion of the site would have a detention pond followed by a bioswale for water quality. Release rate would match the existing for the 2yr, l0yr, and 100yr storm event. Values where obtained using the program HYD and assuming the existing area is entirely forested. The two detention systems would be connected and routed to the Cedar River. Do to the extreme slopes leading to the Cedar River, a Drisco pipe would be laded above ground and anchored to the hill. To control erosion, a device known as a birdcage (see appendix) will be used to reduce velocities. All calculations are tabulated in the appendix. 4 4.0 DOWNSTREAM DRAINAGE ANALYSIS The north edge of the property is located south and west of the top of the 40% steep-slope. The north boundary line of the site is approximately 100 feet in elevation below the south property line. Apparently, the majority of the on-site runoff continues to sheet flow over the steep-slope area. A couple of small swales do exist, but only flow in periods of heavy precipitation. Eventually, the runoff from the site flows underneath Burlington Northern Railroad tracks. The flow is primarily still sheet flow; however, there are a couple of distinct flow channels. The Cedar River is only approximately 100 feet farther north of the railroad tracks. Generally, the runoff flows northeasterly until reaching the Cedar River, which flows in a westerly direction. The mouth of the Cedar River discharges approximately four miles to the northwest into Lake Washington. 5.0 RESOURCE REVIEW The following is a description of the resources reviewed in preparation of this Level I Downstream Drainage Analysis Study: 5.1 BASIN RECONNAISSANCE SUMMARY REPORT A basin reconnaissance report was not available at the submittal date of this report. 5.2 CRITICAL DRAINAGE AREA MAP The site is not located within a critical drainage basin area. 5.3 FLOODPLAIN/FLOODWAY MAPS FEMA MAP The site is located on top of a plateau; therefore, it is not in the floodplain. The nearest floodplain is the Cedar River Basin, which is approximately 800 feet north of the site, in addition to being approximately 100-150 feet lower in elevation. 5.4 OTHER OFF-SITE ANALYSIS REPORTS A review of the basin study, area maps, and site investigation was completed for analysis and preparation of this Level I Downstream Drainage Analysis Study. 5 5 5 SENSITIVE AREA MAP FOLIOS Thiere were two sets of sensitive area maps that were analyzed. These included thee King County Sensitive Area map folios and the City of Renton sensitive area maps. Both sets of maps are located in the appendix. Upon review of these sensitive area maps, it was found that the majority of the site is not located within a delineated sensitive area. There are no delineated wetlands on or adjacent to this site. There are no seismic hazards on-site, however, approximately 1-2 miles eat of the site are seismic hazard areas. The Cedar River is considered a Class I strleam,but it is approximately 800 feet to the north of the site. The sensitive area maps show little or no probability of landslide or erosion hazard areas. However, the completed topographical survey indicates that steep slopes of greater than 401/o exist in the area. The development of the site will incorporate appropriate setbacks and buffers from these steep slope areas. The site is not within a coal mine hazard area,per King County sensitive area maps. 6. SOILS REPORTS A soils report for the site was completed, and the soil was classified as Alluvial Terrace Gravel (Qg) and Glacial Drift(Qd) [see the Geotechnical Report by GeoEngineers]. In addition,the Department of Agriculture's Soil Conservation Service analyzed the on-site soils as AgC (Alderwood gravelly sandy loam) and AkF(Alderwood and Kitsap soils). The soils map and classifications are exhibited in the Appendix. For design purposes,the soil is classified as soil type B. 7. WETLANDS INVENTORY NOTEBOOK The Wetland Inventory Notebook indicated that there were no wetlands located on or in the direct vicinity of the site. 8. CONCLUSION The downstream areas for the site appear to have plenty of capacity, due to the Cedar River. Currently, the majority of the site's runoff sheet flows into the Cedar River. The site is not located within a depression or critical drainage area; consllequently, the Cedar River will never flood the site. Temporary erosion control measures will need to be addressed carefully when construction operations begin on the site, due to the steep slopes of the downstream areas. In addition, the downstream storm drainage conveyance system for the future site will have to be designed carefully to accommodate the downstream steep slopes. 6 • APPENDIX • I'� EXHIBIT A VICINITY MAP • r r ,E i' N[st,5 ■ d 989 33S '.:, M troart la om'Ir�nl ► -[a,a. -J: - .� 2:. •ti _ `,Iua51 1S H19[[ ® Q�_ U L wau INV 1 ra ■.imn :t.:�ac�;: i:: �:.:�i..t „JII+;�w yucl(L..•;U'y^{R4+f: Yi.�, kDlt' vitro •- {r- r ;.r' +',V::.t.'.zS.r;:>:•k 3 SSS ::f:..v' S"r1'wrj,l A', •l: s, - >t '" F119L1' - - ■°- nun iL:•iz:':: j�„+°i'�} .,fir'"L•''d.•''^�!. .a 43�. : m �t US tf13 - — _ a T®' t•`' r tit. , u [°; r.�'t#�Ms a ' l j tS aerLl er Js � d j$ <• :rK $:: 3s Arm rr is LT .f il7i ,;.12 [ue H15/I Ncc?4i J 7J • IJ� .• '^ �J -r' ,vuS.rrj.5 , 1i II.. .? a:,. aw 08[[t t� ih., _[y,..:51 4tly 1 >. t :4: :tip', !rv;.:-.:4 1 4 � rrr 111a. � <� ..r Zt''"� q '`^ JiT - u Ti"•• ��•; . .>- :;i�a trf r+-„1 . . }. 3S 1,` i'7 ts{1: C �IV ;r.$=h �5 Y "' .f ::F+t • . / ri���T IL ,v. r iwo[[ S , .ssr�t -Iy1y- 7, '1J~ °i •'CJ� "• `rZ.' .r: gyrt r ".+ , `� — . yA ® �� o is axu u kt.--.,. p,,,•,4•i,. 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'�.1/ } �`'1 C'� .. 7(�` !-' am - = -!:�•. \ '\ \ ;\t: % ' >/ ram`\-' S f _� `_' •\./ w ,•'•J=• •_- � - :';�'' \-.`.�. �\ `:..,\\" \I ) 1�;;�k' \ /—I -1 '-,- � �7.a J�. - 7.L11.ti %\'`,l� pr, ` `l�r - �"•,_ IN I I�J`� •i`.%Ni, I\ 1_\ , l\\ —/ fS r .��-���C`1 % / %' / L 3l '•'-mil EXHIBIT F FLOODPLAIN / FLOODWAY FEMA MAP ' ._. ,- I .. !SOUTHEAST ?ND RACE SOUTHEAST_ L'�gTM.-. .•..•__.- .J•. • 16 \ STREET i �P�t 3� so,1- 15 00 • CITY OF RENTON SOUTHEAST '"D SO" 71 530088 - -- --- ---- -h __ .- ___ - _ $�114'5' __ _ _ _Pam"" . ._ _ _ _.O ASH --. - PRIVATE o' •• CITY OF RENTON O RM282x o�THEasT sTH STREET � KING COUNTY — AUEr MONROE.. /4,1,, AVE KING COUNTY 73 ZONE X +i,w:.•7:: SOUTHEASTUNINCORPORATED AREAS 1 45 �,' •PF " DRT AVE 33007I s SOUTHEAST _f��'•• .' ZONE X 50 f: icy`' s7gF� � a - - qj• (� `'• ��.�� BUf7(grG�N jam_.._ ? MAPLEWOOD PLACE __.'4VAN SOUTHEAST 7 e4v,"raea.` �LT4 / s6 L - ZONE X <SF,; 6,h , LOET " IMITS -.iT A in 4 e O ZONE A 59 �� t_�Y „f 1� ?94y -.-s-- .F y:::.: r- SITE _ � �7 � F• �., y� � ZONE ZONE X e..x7,- r . 4C "`� e sa s•�p3, ZONE X � SHELTON AVE ,+9 ! -. yam ' :. • D D Qi' SouTH-li" '4, ilk-e •v`^o _j` s;...4 0 .CID.11L• 4• f.18 5'e Oi 9- •r itr .J 11'- •'.IUVER r P� e�. PLACE ; ti d 71 '+9�,,�r� Ts s.. �- f `s� Y- 1 c q��i" mac .,_ c k •f { - 7 I���a4�y�z tom / ' � MAP ��c��tr.-� �j'r�-��". � ryh �vf - . Aa62,-„ CF I• ri`F, . -N "1y 'J.� , Z UM ONE A sr�"�E+ � aF • r. .,.� • 4.r.,...,s4:,,,,,.... soum:Rpom. sr' ZONE_ • �� ',- \ ..., • ,r =• FaT ZONE.X .: `:�:J. ZONE JOINS PANEL 0983 - i=%;rTi;'-:.tea X 47>1B'07" L22.0922" L . 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' v I J•«'Y I t ro r.c' �•J. `y® t. .. � 1. l 1 0 — .T f ANIS :i 1.1,'PR 1 F Il r - Y6,S;o o2i--..' 1 1: •• 14Ti 1 y// \! :aJ '," :T t f•y• ` l' ,.. :' ' 1 ' all , Y '� ��A .. i .._=:1,. .._ kl � I _ 1- ,rtiir.,_ g- � '_ •_-'' ' - - --msj r/' 1 .7 '� : V ! 'am' � ,� ` 1 _ imo its 1{1`;�Ikili_�1�r iilfa' 1(:• . •,.` ,:,,: .'F.' � tiC..... q .. ;..�i�,�. ,`�yQ��..ar: • 1146\S liii -IL agrj r Landslide Hazard - Duwamish . 4- Areas i-7 13 • g 14 4.Y7 ..-vy'" vu✓pp;: .iy ryiZ.v .t4• +a!u.i .'.:1.•.?.i ,...-. JrT.-'.•.(':::1•�'••' 7k4 >F _ '4 4 �1, '_�_,+•��+' _ '''•• -•: �db•'••-'• 5`x'' iC?(S.Y:k'w�'.'L}l�k,"'':s.S,3..t.S�{" .'g .. '•. .. J Fii`�• P,. A...": :._} • t"C;'r::::�• ::.•:-. .,1. r "`"`al , ?'T;�F'1�ti.eS;'r,•'.-• ;;,fi..4S ._'r'i �._.. . ''!5*•� - 'r�-'.�._'�' f�;%".s_K..Su�. •��'4mTiw�".,. - .�.:. •. 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MAL • • had additional min- Coal Mine Hazard • MO" ,, 4 Duwamish t map was filed with nest of Natural Re- I pment that occurs should be preceded Areas , • mra-..... confirm or deny the 9. Igl. • subsurface tunnels. .:4. Egily • • • ii0A •• • . . . • , . . . . . . . •. • ..._2:.'•'''.- -,..::*, -".''- -•-,..• .. •* *<-:. ;;•.-- *---;- -. ' -,.. ,..= _• • EXHIBIT H CITY Y OF RENTON SENSITIVE AREA MAPS 1 it 0 . FbhihiitFLA\. INS * 1 . , CITY OF RENTON SENSITIVE AREA MAPS ___=== ===== -=T- Lakes ay;r� arm^-+ «2�• j.1-) �':fry Floodplains (City of Renton) ;T :. :;ti,'N�r.,wgt,;�x r} � ''' ", ,' ' Floodplains (King County) 1 --� Streams Rivers 1 Highways I 1 Main Roads - Municipal Boundaries i I -----'------- Sphere of Influence Boundary I I * Generally including areas mapped by. FEMA. up to Zone X. areas where . 100 year flood waters can be less than 1 foot in depth. Note.: ''Areas within jurisdictions - other than Renton not shown unless mapped by King County.. I .•This document Is a graphic representation,not I guaranteed to survey accuracy,Intended far . city purposes only and based on the best •• Information available as of the date shown. �_— I �• "-:3'SFt>i` _ F :+.+ '_.T-Y'� (1;11;iiiii;HIliiqiiiiiiiiiiigiiiiiiii "'rlr;r1rr,',,I,;;111,1,;,1,'' '',ir,' I '1Li L .c.lik:, =�.' ,;; ir,. i\ / G= 1 rl rlii;t,i;'1;;;;r , 1 r 1'.',;,r,' r;r,rr i;rr r'Ir'1 :;r'ilr .-'r 1,�r 1 'r 3ENSON ` �____-_� ` r i ( ON; I Soo$ '• / Z ,a/1 0 'Ill / --,- �yak tea ,; ,i.z- -z-N%-r,:.:,:y I 140th AVE _ - F � s: I • //�J �Yw`w ' I ' I ' �/ SE fir; I I y 1 1 1 I L _ _ /�w ' 1 ' I 1 1 --1 .':..::;,,,. I -- 1 DUVALL AVE r-I �_ 17> \ Fp1 r hi != - MI CO /1 = rn • O rn D 1'11 Ir 1 • •- i:ti ilr r,r f,:...4„. _ . . . • .. ::. m r 1'1 1 I I'1�1111111 • Ir • • - r r II 1 - r I r . rl 1 r 1 r rrr r 1 ;; rrnn . .. ,.,.. I .\ ., 1\ \.. Lk\ KES IVERSI * • ' i_c[vEizs STREAMS . .. , CITY OF RENTON SENSITIVE AREA MAPS Lakes .::.; (City Renton) :;.;,:.,: I ...-;- wetlands of ';"._,,,„:,/ t,,�3i,'fj.nisl,.1.• County) AIM .�vj`. Wetlands Ching Co y) • ;..F'07,:, fi} hTl f �' :�,4-;' 1.1 �yl:f.t r �: F l., • :11:4� ; 4.t''tr� Stream ';:, 3'. <„_,N I • 7}yt'. • Intermittent Streams �.�; , ;. - I °rsUf �. t :; Rivers .'t.t,yr: i • .....;,;:;,41,,A:':',..A;;7••••'• .::A Y+rl: a`Y? ! ?fir.+ • tf • •17:, Main Roads `..:•i:}P�+ � 6.4.41'11. 1. b1.0 �al B oundaries , ,� , � ' = : Nr rt �xk5 •- :Ft� _ �; ' • i Sphere P of Influence' ,oiu^ �5 .:Y . , 1 G, d; !' - 'a5. :w. ': 3.;,:::: . •,'-..:Y•ii.i44,7'1'0W?",:i•,:.h. •••• . . .. • : :•••-•%..' . :• • � %i. '. ^ ''lAI_lf,-.,.,.-!r, elrtrl c-4-ronm rpnrh labels .:sho,,.. w= °: •:.::.:..:_.„,::,.. ��CITYOFRENTONSENSITIVEA REA MAPS j 4, . i 1 • }[ 7 .��r. i��.�l s • • jr ,,:r W9K = r -0.I ,Ifk 11 5 ;cfi r-- {/1 K ,.. ' rtih, Gj� W i ; is s • -�tlrw`. e ill . ;. y+=t 4 1 J I. ;4;lay • - -t. laS�x Irl/— > �'IV 16 K IP•/19'{C L� � i �• �i !/ W17K .z,l/214.�t r,_ "�'.:.: M.',L; i 'it �/ V f� r u YL y:'r .^ ' ye l 11t f11 `5?f s asz.'• • y � �—2 6 •ae� r .r 26 a W 18K W22K 'l 1� ... 4,,_ 11� 7 ___ CEiMIETER`r RD e �t`• • "{ F- N-27r r° { _, W21 K _h, -: ,, j t ,rl"�1f'i•C� �5 `G`}{ .: :14ti. .k''7T5 1 1Vi i;,.•' y(tit{ ' f +f ;i, 'S.(; r t r_iN wq r L 7 a 5-24 :tY cif .0 .... -1, r ,-.`'',`y ° ,,t-(�� .,;; t it�vL� _-_-- Y., �! } i t. y; a x, l .y.r ri1t i a� , , 4 W3OK �. ,r L° r F 4 aW29K I • , ; 1 1 7 ,',.: Yv� t i!, 2i', t r 1'::. 147h.k ( 1-a -. ; S 1 1 K ,' S z ' 'y:fih n ti,t r �nc'r'}{'F'� J 1 ---kw Fd `My .,.iP i - y.,4q :4, . t, s .:, n1t -:;x _ W34Kytr, ` s �Ir , t f,•' — W 5 2 K d ' Gl x ry �.9 .Y o'yt1V°y 'r ,:fir r+r- �:--r. - y.L F. s� 1 z • n S ri;e WT r* ,'- it r r' �1a, -, 4' T.1?Ar ?b n ,nFr ,t;"' • "". •' W 3 S K .fl4 t 7 r, I r �`S4K `t � '�1�f:4 p7��� .C..1.:;,11:.:;..1: • t ,1 h :i �• / z :: 71 i :.; Lt s p�:.'.i� • .. i" c.„ ,y„p..:'.,.- • .C11 S 10K ,?wt�, i r �-e 6•jF{, mas !r,•t " f('7 1 S? �,Al,.7 ' SITE ' • ' I,• `t `;,�?„; e .�.ar .; -• ; ' fi Y� ;.( ['vr .gip.z f • r .O s rt '1- i. �+'F?fr 1, IN60K r ., ;,j.. ,QQ t ;' ,,,ck t-t p. ai r; x h q,s jry.E �` •'t'i "., W51 K ; It ?` g . ',%.1C rj, ;+;.) . 1, r . .i.6 1 J }ai _ P,y,f1,ASS Y pp.i l EXHIBIT I CITY OF RENTON ZONING MAP I'� ; 4• NI _ N �f- •••• •,?,..',y,--if::--.T.,.,.....,,;.$•.,...,;:;,.....,..,,,,,......,:,,,,;.,;.;•.;.! -_ - GMAP _.:. ...t. .r R. - :8 • �� 7 S T E � .RC �- 41: i; .. A I. • r RC •- �,': : _ 'a: R • �... Q�': YQ /: SE Ro ' � d°lr,„1 p.�s' 'j r ' ...•••••:: :•••.:*';?•••:. g. •::•••-•::''::::*:•••.4.. ' •••• - ....• • . •,, 141§,./.., ., ',•• •', .',..,/ ; , ,. . ..•;•.,t j•.; // : , •• •'",•-••-"'•:--.7••--. -.•:.i.:.:-- .\•.\ * I / •-••• :. 4I• J .cr,r. o. o. lam: Ct • .isI. w �, .R. ' , ,.- •; . -v: �.' ;.aL' fit; ,/ - Ire :'� • . . I\. . • - titi • 8 ` titi • 160th St. �- t• � is SE �. . • \. SE 16 ' ` • •:y (r- - 1. n . . n— f - . • 1t4a0OG . :r,.to owe. .: . ..• . . .. •.•. . 21::.T23N:.:R5E,.:°..W :1/2 EXHIBIT J SOILS MAP AND CLASSIFICATION 1 • • • �.�a+ •`ftil r� :6. .4s�11'a ,.'�' 4 •-•�NF,r 11 ••w•. 'j'v v. 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Y�•(",1+ :C iq,> •:7I`}•'•<++` •f ,$�1, 7, ,lye • , et r._ • VV ,..., .f •�� "*3� L7� 1�1 h:Yr.l._. •^ »r. :h� r' .d ..R•��. ' �• '���''•�:?r, .`�•.��i�i me '.1 i':r • 7 • e•S` 'II./ I`: .!"1 •hr 1 +'•c�S7fi T..'..I ■ .t �: -�� •,z•.. SOILS CLASSIFICATION • ENT OF AGRICULTURE \TION SERVICE KING COUNTY AREA,WASHINGTON SOIL LEGEND The First capital letter is the initial one of the soil name. A second capitol letter, A, B,C, D,IE, or F, Indicates the class of slope. Symbols without a slope letter are those af,nearly level soils. SYMBOL NAME Boundary,national State AgB Alderwood gravelly sandy loom,0 to 6 percent slopes AgC Alderwood gravelly sandy loam,6 to 15 percent slopes Counry, Parish, munic AgD Alderwood gravelly sandy loam, 15 to 30 percent slopes dAkF Alderwood and Kitsap soils,very steep Civil township,precis• AmB Arents,Alderwood material,0 to 6 percent slopes• Incorporated city,:rill,: AmC Arents,Alderwood material,6 to 15 percent slopes* An Arents, Everett material• Reservation, nan•;rc. park,cemetery, BeC Beausite gravelly sandy loam,6 to 15 percent slopes Small Bel) Beausite gravelly sandy loom, 15 to 30 percent slopes BeF Beausite gravelly sandy loam,40 to 75 percent slopes Land grant Bh Bellingham silt loam Township or range 1,-e, Br Briscot silt loam Bu Buckley silt loam Township or ranee I,nv Cb Coastal Beaches Section line, United Star Section line, aoproairru,• Ea Earlmont silt loam Ed , Edgewick fine sandy loam Township line,nor EvB Everett gravelly sandy loam, 0 to 5 percent slopes EvC Everett gravelly sandy loam,5 to 15 percent slopes S,ecriun line, nor Unirec EvD Everett gravelly sandy loam, 15 ro 30 percent slopes Section corner, Found EwC Everett-Alderwood gravelly sandy looms,6 to 15 percent slopes Boundary monument: ':•- InA Indianola loamy Fine sand,0 to 4 percent slopes • InC Indianola loamy fine sand,4 to 15 percent slopes United Stares mineral .r InD Indianola loamy fine sand, 15 to 30 percent slopes KpB Kitsap silt loam,2 to 8 percent slopes Buildinus (dwelling, ci_ KpC Kitsao silt loom,8 to 15 percent slopes KpD Kitsap silt loam, 15 to 30 percent slopes School,crrur:h,and ce- KsC Klaus gravelly loamy sand,6 to 15 percent slopes Buildin;s (bar-,wore- Ma Mixed alluvial land Power transmission:i NeC Neilton very gravelly loamy sand,2 to 15 percent slopes Telephone line,a,t.±i,••- Ng Newberg silt loam Nk Nooksack silt loam 'Hells other than water No Norma sandy loom Tanks; oil,water,etc. Or Orcas peat Located ur landmark•;: Os Oridia silt loam OvC Ovall gravelly loam,0 to 15 percent slopes OvD Ovall gravelly loam, 15 to 25 percent slopes OvF I Ovall gravelly loam,40 to 75 percent slopes Horizontal and vertical Tab let, spirit !eve, Pc Pilchuck loamy Fine sand Pk Pilchuck Fine sandy loam Other recoverable c,. Pu Puget silty clay loam .Py Puyallup Fine sandy loom Horizontal ccrrrroi s:a • RaC Ragnar Fine sandy loam,6 to 15 percent slopes Any recoverable--or ROD Ragnar Fine sandy loam, 15 to 25 percent slopes •/erricrl control star RdC Ragnar-Indianola association,sloping* RdE Ragnar-Indianola association,moderately steep• Other recoveroc!e•-: Re Penton silt loam Rh Riverwash -eked c•ct i ,• Unchecked spot elevo• Sa Salal silt loam Sh Sommomish silt loam Sk Seattle muck Sm Shalcar muck Sn I Si silt loam So Snohomish silt loam Sr Snohomish silt loam,thick surface variant Su Sultan silt loam Tu Tukwila muck • • •7r,_�-::fit-.fi' ta,' :m_ .,j:jUt?o{:�C•?a't�"'' 7e :- 'C�:%• -.r ac _ =a . K7� - .z S. - r' a-' :k::' ...{ •_l.• rt,. y:� 1. i�:• ..? s+.:' :�.. v.. :.a-`_ter> .. ....�.a:,ya... `.4,-t v......'.r ...J-,...:.��� _ .•. '5:.:.;t-�:'., .�•�.,.5 „}If„`.yr...._.:�,"-'F,�r..:F.:. _•. _ fi�.7 =K illkfti N T:,Y; W A•S H I N G T O.N :S U R F.A C -'�i"�' =�"'a,'+''a4* :` s ,•••t .tifo 74kt.,_... .: nz; .-.�- S I G •N;;'.M'A' x-v, •got- . p1n>.._�Py,n, ,.,,,ns•.:e}',.y l:,rh,:�r•-.,...,':e. .<� - -+'. k]il':i+•`.",'1'Mi! 4'-t?r'#r�`.,' .� a2 _ 11 r�F`d�"{� �y� +:fir i, "i ti+t�t=4 s! rl� '�l i. , .,- is... .... .. .. . .. _ '`fk„�•�'�`' i'.TABLE 3.5._B.':IS CS WESTERN WASHIN ;• ''•` ''`'"""'` • ''• GTON'RUNOFF CURVE NUMB f: • "''�1"� "` co „Eu+.'^"a:r,y.;.;r1:'ct:..C-+� ER � . .. :�iti�;;r,'.:�.A7.�-'iei .�fz,,�3�: Yi .f: R, 0040, i:Y x 1 a•F.' , f.,V t:l•:: -k>' ',SCS WESTERN WASHINGTON RUNOFF CURVE NUMBERS (Published by SCS in 1982) '?••`. • •• Runoff curve numbers for selected agricultural,.suburban and urban land use for Type 1A • "' - rainfall distribution, 24-hour storm duration. `•'f • CURVE NUMBERS BY LAND USE DESCRIPTION '' HYDROLOGIC SOIL GROUP ' • . A B C D Cultivated land(1): winter condition - 86 91 94 95 Mountain open areas: low growing brush and grasslands 74 82 89 92 Meadow or pasture: 65 78 85 89 Wood or forest land: undisturbed or older second growth 42 64 76 81 Wood or forest land: •young second growth or brush _ 55 (72] 81 . 86 Orchard: with cover crop ' 81 88 92 94 • Open spaces, lawns, parks, golf courses, cemeteries, - landscaping. • good condition: grass cover on 75% or mare of the area 68 80 86 90 fair condition: grass cover on 50% • to 75% of the area 77 85 90 92 • Gravel roads and parking lots 76 Dirt roads and parking lotsgi 72 87. 89 • Impervious surfaces, pavement, roofs, etc. 98 SC 98 98 Open water bodies: lakes, wetlands, ponds, etc. 100 100 100 100 •Single Family Residential (2) . • . . ' • • Dwelling Unit/Gross Acre . % Impervious (3) • • 1.0 DU/GA 15 Separate curve number 1.5 DU/GA - • 20 shall be selected - 2.0 DU/GA • , 25 ' forpervious and 2.5 DU/GA 30 p 3.0 DU/GA •34 " impervious portion • , • 3.5 DU/GA 38 • of the site or basin • •• 4.0 DU/GA 42 . . • . • 4.5 DU/GA - 46 • 5.0 DU/GA .48 - '5.5 DU/GA' •' 50 ' . . ' 6.0 DU/GA • .. :.52 :: 6,5 DU/GA • . 54 . 7,0 DU/GA • 56 • Planned unit developments, :• . • .. ;% impervious condominiums, apartments, must be r commercial business and •` Commercial industrial areas "" • ' • • (1) Fora more detailed description of agricultural land use curve numbers refer to National Engineering Handbook Section 4, Hydrology, Chapter 9, August 1972. • ' (2) Assumes roof and driveway runoff is directed into street/storm-system. •-:; ?-,:: .(3) :•,The remaining pervious areas (lawn) are considered to be in good condition for these curve numbers.{ l r a. -f- r re =fir ,e �__.... ` . t• ge? ;� Y :, r _iyr �;r �J� - T i- : r;C y "�J:6 }.� i1`'�.�}••_Y",": .:k.:at'•ei: .+.- .'," - �v . .z_• 4�7ct ' �",� .: 44o +��.T••,:"_v. r1 4as��i_: �14 <t3ff, ,a_�?=i!k. :, a _ r..,4 ,• %_ . . _ :..t.. EXHIBIT K STORM DRAINAGE CALULATIONS AND FIGURES 19 Kensington Crest HYD Calculations 5511 ******************** S.C.S.TYPE-1A DISTRIBUTION******************** ********* 2-YEAR 24-HOUR STORM **** 2.00"TOTAL PRECIP. ********* eve ENTER:A(PERV),CN(PERV),A(IMPERV),CN(IMPERV),TC FOR BASIN NO. 1 1.9,82,1.9;98,15.7 DATA PRINT-OUT: AREA(ACRES) PERVIOUS IMPERVIOUS TC(MINUTES) A CN A CN 3.8 1.9 82.0 1.9 98.0 15.7 PEAK-Q(CFS) T-PEAK(HRS) VOL(CU-FT) .99 7.83 16673 ENTER[d:][path]filename[.ext]FOR STORAGE OF COMPUTED HYDROGRAPH: c:\p25511.ext ******************** S.C.S.TYPE-IA DISTRIBUTION******************** ********* ,10-YEAR 24-HOUR STORM **** 2.90"TOTAL PRECIP. ********* ENTER:A(PERV),CN(PERV),A(IMPERV),CN(IMPERV),TC FOR BASIN NO. 1 1.9,82,1.9,98,15.7 DATA PRINT-OUT: AREA(ACRES) PERVIOUS IMPERVIOUS TC(MINUTES) A CN A CN 3.8 L9 82.0 1.9 98.0 15.7 PEAK-Q(CFS) T-PEAK(HRS) VOL(CU-FT) 1.67 ,7.83 27317 ENTER[d:][path]filename[.ext] FOR STORAGE OF COMPUTED HYDROGRAPH: c:\p35511.ext ******************** S.C.S.TYPE-lA DISTRIBUTION******************** ********* 100-YEAR 24-HOUR STORM **** 3.90"TOTAL PRECIP. ********* ENTER:A(PERV), CN(PERV),A(IMPERV),CN(IMPERV),TC FOR BASIN NO. 1 1.9,82,1.9,98,15.7 DATA PRINT-OUT: AREA(ACRES) PERVIOUS IMPERVIOUS TC(MINUTES) A CN A CN 3.8 1.9' 82.0 1.9 98.0 15.7 PEAK-Q(CFS) T-PEAK(HRS) VOL(CU-FT) 2.47 T.83 39802 ENTER[d:][path]filename[.ext]FOR STORAGE OF COMPUTED HYDROGRAPH: c:\p45511.ext Doug van Gelder Page 1 12/21/98 Kensington Crest HYD Calculations 5511 ******************** S.C.S.TYPE-lA DISTRIBUTION******************** I I ,2******** 2-YEAR 24-HOUR STORM **** 2.00"TOTAL PRECIP. ********* ENTER:A(PERV),CN(PERV),A(IMPERV),CN(IMPERV),TC FOR BASIN NO. 1 3.8,72,0,0;34.1 DATA PRINT-OUT: AREA(ACRES) PERVIOUS IMPERVIOUS TC(MINUTES) A CN A CN 3.8 3.8 72.0 .0 .0 34.1 PEAK-Q(CFS) T-PEAK(HRS) VOL(CU-FT) .08 12.50 4020 ENTER[d:][path]filename[.ext]FOR STORAGE OF COMPUTED HYDROGRAPH: c:\po25511.ext ******************** S.C.S.TYPE-lA DISTRIBUTION******************** ********* ,10-YEAR 24-HOUR STORM **** 2.90"TOTAL PRECIP.********* ENTER:A(PERV),CN(PERV),A(IMPERV),CN(IMPERV),TC FOR BASIN NO. 1 3.8,72,0,0,34.1 DATA PRINT-OUT: AREA(ACRES) PERVIOUS IMPERVIOUS TC(MINUTES) A CN A CN 3.8 3.8 72.0 .0 .0 34.1 PEAK-Q(CFS) T-PEAK(HRS) VOL(CU-FT) .26 8.00 10295 ENTER[d:][path]filename[ext]FOR STORAGE OF COMPUTED HYDROGRAPH: c:\po35511.ext ******************** S.C.S.TYPE-1A DISTRIBUTION******************** ********* 100-YEAR 24-HOUR STORM **** 3.90"TOTAL PRECIP.********* ENTER:A(PERV),CN(PERV),A(IMPERV),CN(IMPERV),TC FOR BASIN NO. 1 3.8,72,0,0,34.1 DATA PRINT-OUT: AREA(ACRES) PERVIOUS IMPERVIOUS TC(MINUTES) A CN A CN 3.8 3.8 72.0 .0 .0 34.1 PEAK-Q(CFS) T-PEAK(HRS) VOL(CU-FT) .66 8.00 19064 ENTER[d:][path]filename[.ext]FOR STORAGE OF COMPUTED HYDROGRAPH: c:\po45511.ext Doug van Gelder Page 2 12/21/98 Kensington Crest HYD Calculations 5511 SUMMARY OF INPUT ITEMS 1)TYPE OF FACILITY: ULT 2)STORAGE DEPTH(ft): 8.00 3)VERTICAL PERMEABILITY(min/in): .00 4)PRIMARY DESIGN HYDROGRAPH FILENAME: c:\p45511.ext 5)PRIMARY RELEASE RATE(cfs): .66 6)NUMBER OF TEST HYDROGRAPHS: 2 TEST HYD 1 FILENAME: c:\p35511.ext TARGET RELEASE(cfs): .26 TEST HYD 2 FILENAME: c:\p25511.ext TARGET RELEASE(cfs): .08 7)NUMBER-OF-ORIFICES,RISER-HEAD(ft),RISER-DIAM(in): 3, 8.00, 24 8)ITERATION DISPLAY: NO PERFORMANCE: INFLOW TARGET-OUTFLOW ACTUAL-OUTFLOW PK-STAGE STORAGE. DESIGN HYD: 2.47 .66 .65 7.99 15823 TEST HYD 1: 1.67 .26 .31 7.64 15120 TEST HYD 2: .99 .08 .08 6.18 12230 SPECIFY: D-DOCUMENT, R-REVISE, A-ADJUST ORIF, E-ENLARGE, S-STOP e ENLARGEMENT OPTION: ALLOWS FOR INCREASING STORAGE AT A SPECIFIED 'STAGE HEIGHT,TO PROVIDE A FACTOR OF SAFETY. ENTER: STORAGE-INCREASE(%), STAGE-HEIGHT(ft) 10,.01 PERFORMANCE: INFLOW TARGET-OUTFLOW ACTUAL-OUTFLOW PK-STAGE STORAGE DESIGN HYD: 2.47 .66 .60 7.94 17298 TEST HYD 1: 1.67 .26 .27 7.60 16550 TEST HYD 2: .99 .08 .08 5.71 12430 DougGelder van Page 3 12/21/98 Kensington Crest HYD Calculations 5511 SUMMARY OF INPUT ITEMS 1)TYPE OF FACILITY: VAULT 2)STORAGE DEPTH(ft): 3)VERTICAL PERMEABILITY(min/in): .00 4)PRIMARY DESIGN HYDROGRAPH FILENAME: c:\p45511.ext 5)PRIMARY RELEASE RATE(cfs): .66 6)NUMBER OF TEST HYDROGRAPHS: 2 TEST HYD 1 FILENAME: c:\p35511.ext TARGET RELEASE(cfs): .26 TEST HYD 2 FILENAME: c:\p25511.ext TARGET RELEASE(cfs): .08 7)NUMBER-OF-ORIFICES,RISER-HEAD(ft),RISER-DIAM(in): 2, 5.00, 24 8)ITERATION DISPLAY: NO PERFORMANCE: INFLOW TARGET-OUTFLOW ACTUAL-OUTFLOW PK-STAGE STORAGE DESIGN HYD: 2.47 .66 .56 4.91 18133 TEST HYD 1: 1.67 .26 .26 4.65 17170 TEST HYD 2: .99 .08 .07 3.40 12540 • Doug van Gelder Page 4 12/21/98 Kensington Crest HYD Calculations 5511 ******************** S.C.S.TYPE-1A DISTRIBUTION******************** ********* 2-YEAR 24-HOUR STORM **** 2.00"TOTAL PRECIP. ********* ENTER:A(PERV),CN(PERV),A(IMPERV),CN(IMPERV),TC FOR BASIN NO. 1 iCeeG'• 3.1,82,6.2,98,11.3 DATA PRINT-OUT: AREA(ACRES) PERVIOUS IMPERVIOUS TC(MINUTES) A CN A CN 9.3 3.1 82.0 6.2 98.0 11.3 PEAK-Q(CFS) T-PEAK(HRS) VOL(CU-FT) 3.12 7.83 47193 ENTER[d:][path]filename[.ext]FOR STORAGE OF COMPUTED HYDROGRAPH: c:\pr25511 ******************** S.C.S.TYPE-1A DISTRIBUTION******************** ********* 10-YEAR 24-HOUR STORM **** 2.90"TOTAL PRECIP. ********* ENTER:A(PERV),CN(PERV),A(IMPERV),CN(IMPERV),TC FOR BASIN NO. 1 3.1,82,6.2,98,11.3 DATA PRINT-OUT: AREA(ACRES) PERVIOUS IMPERVIOUS TC(MINUTES) A CN A CN 9.3 3.1 82.0 6.2 98.0 11.3 PEAK-Q(CFS) T-PEAK(HRS) VOL(CU-FT) 4.98 7.83 74638 ENTER[d:][path]filename[ext]FOR STORAGE OF COMPUTED HYDROGRAPH: c:\pr35511.ext ********************S.C.S.TYPE-1A DISTRIBUTION******************** ********* 100-YEAR 24-HOUR STORM **** 3.90"TOTAL PRECIP. ********* ENTER:A(PERV),CN(PERV),A(IMPERV),CN(IMPERV),TC FOR BASIN NO. 1 3.1,82,6.2,98,11.3 DATA PRINT-OUT: AREA(ACRES) PERVIOUS IMPERVIOUS TC(MINUTES) A CN A CN 9.3 3.1 82.0 6.2 98.0 11.3 PEAK-Q(CFS) T-PEAK(HRS) VOL(CU-FT) 7.12 7.83 106239 ENTER[d:][path]filename[.ext]FOR STORAGE OF COMPUTED HYDROGRAPH: c:\pr45511.ext Doug van Gelder Page 5 12/21/98 Kensington Crest HYD Calculations 5511 ******************** S.C.S.TYPE-IA DISTRIBUTION******************** ********* 2-YEAR 24-HOUR STORM **** 2.00"TOTAL PRECIP. ********* ENTER:A(PERV), CN(PERV),A(IMPERV),CN(IMPERV),TC FOR BASIN NO. 1 N-ti 9.3,72,0,0,28 n t . '.je 11 DATA PRINT-OUT: AREA(ACRES) PERVIOUS IMPERVIOUS TC(MINUTES) A CN A CN 9.3 9.3 72.0 .0 .0 28.0 PEAK-Q(CFS) T-PEAK(HRS) VOL(CU-FT) .19 12.50 9841 ENTER[d:][path]filename[.ext]FOR STORAGE OF COMPUTED HYDROGRAPH: c:\o25511.ext ******************** S.C.S.TYPE-IA DISTRIBUTION******************** ********* 10-YEAR 24-HOUR STORM **** 2.90"TOTAL PRECIP. ********* ENTER:A(PERV),CN(PERV),A(IMPERV),CN(IMPERV),TC FOR BASIN NO. 1 9.3,72,0,98,28 DATA PRINT-OUT: AREA(ACRES) PERVIOUS IMPERVIOUS TC(MINUTES) A CN A CN 9.3 9.3 72.0 .0 98.0 28.0 PEAK-Q(CFS) T-PEAK(HRS) VOL(CU-FT) .70 8.00 25221 ENTER[d:][path]filename[.ext]FOR STORAGE OF COMPUTED HYDROGRAPH: ******************** S.C.S.TYPE-IA DISTRIBUTION******************** ********* 100-YEAR 24-HOUR STORM **** 3.90"TOTAL PRECIP. ********* ENTER:A(PERV), CN(PERV),A(IMPERV),CN(IMPERV),TC FOR BASIN NO. 1 9.3,72,0,0,28 DATA PRINT-OUT: AREA(ACRES) PERVIOUS IMPERVIOUS TC(MINUTES) A CN A CN 9.3 9.3 72.0 .0 .0 28.0 PEAK-Q(CFS) T-PEAK(HRS) VOL(CU-FT) 1.76 7.83 46699 ENTER[d:][path]filename[.ext]FOR STORAGE OF COMPUTED HYDROGRAPH: c:\o45511.ext Doug van Gelder Page 6 12/21/98 Kensington Crest HYD Calculations 5511 SUMMARY OF INPUT ITEMS 1)TYPE OF FACILITY: _POND(3_0 1IF sLQ 2)STORAGE DEPTH(ft):' 5.00 3)VERTICAL PERMEABILITY(min/in): .00 4)PRIMARY DESIGN HYDROGRAPH FILENAME: c:\pr45511.ext 5)PRIMARY RELEASE RATE(cfs): 1.76 6)NUMBER OF TEST HYDROGRAPHS: 2 TEST HYD 1 FILENAME: c:\pr35511.ext TARGET RELEASE(cfs): .70 TEST HYD 2 FILENAME: c:\pr25511.ext TARGET RELEASE(cfs): .19 7)NUMBER-OF-ORIFICES,RISER-HEAD(ft),RISER-DIAM(in): 3, 5.00, 24 8)ITERATION DISPLAY: NO BOTTOM ORIFICE: ENTER Q-MAX(cfs).25 DIA.=2.03 INCHES MIDDLE ORIFICE: ENTER Q-MAX(cfs),HEIGHT(ft).9,3.6 DIA.=5.30 INCHES TOP ORIFICE: ENTER HEIGHT(ft)4.25 DIA.=5.10 INCHES PERFORMANCE: INFLOW TARGET-OUTFLOW ACTUAL-OUTFLOW PK-STAGE STORAGE DESIGN HYD: 7.12 1.76 1.76 5.00 37752 TEST HYD 1: 4.98 .70 1.01 4.34 31170 TEST HYD 2: 3.12 .19 .46 3.80 26190 SPECIFY: D-DOCUMENT, R-REVISE, A-ADJUST ORIF, E-ENLARGE, S-STOP e ENLARGEMENT OPTION: ALLOWS FOR INCREASING STORAGE AT A SPECIFIED STAGE HEIGHT,TO PROVIDE A FACTOR OF SAFETY. ENTER: STORAGE-INCREASE(%), STAGE-HEIGHT(ft) 56,.01 PERFORMANCE: INFLOW TARGET-OUTFLOW ACTUAL-OUTFLOW PK-STAGE STORAGE DESIGN HYD: 7.12 1.76 1.32 4.52 49964 TEST HYD 1: 4.98 .70 .70 4.03 43230 TEST HYD 2: 3.12 .19 .18 3.51 36370 Doug van Gelder Page 7 12/21/98 Kensington Crest HYD Calculations 5511 SUMMARY OF INPUT ITEMS 1)TYPE OF FACILITY:IOND(3.0:1 SIDE SLOPES 2)STORAGE DEPTH(ft): 7.00 3)VERTICAL PERMEABILITY(min/in): .00 4)PRIMARY DESIGN HYDROGRAPH FILENAME: c:\pr45511.ext 5)PRIMARY RELEASE RATE(cfs): 1.76 6)NUMBER OF TEST HYDROGRAPHS: 2 TEST HYD 1 FILENAME: c:\pr35511.ext TARGET RELEASE(cfs): .70 TEST HYD 2 FILENAME: c:\pr25511.ext TARGET RELEASE(cfs): .19 7)NUMBER-OF-ORIFICES,RISER-HEAD(ft),RISER-DIAM(in): 2, 7.00, 24 8)ITERATION DISPLAY: NO INITIAL STORAGE VALUE FOR ITERATION PURPOSES: 41208 CU-FT BOTTOM ORIFICE: ENTER Q-MAX(cfs).21 DIA.= 1.71 INCHES TOP ORIFICE: ENTER HEIGHT(ft)6 DIA.=7.5,6 INCHES PERFORMANCE: INFLOW TARGET-OUTFLOW ACTUAL-OUTFLOW PK-STAGE STORAGE DESIGN HYD: 7.12 1.76 1.76 7.00 38702 TEST HYD 1: 4.98 .70 1.06 6.31 32800 TEST HYD 2: 3.12 .19 .40 6.07 30860 SPECIFY: D-DOCUMENT, R-REVISE, A-ADJUST ORIF, E-ENLARGE, S-STOP E ENLARGEMENT OPTION: ALLOWS FOR INCREASING STORAGE AT A SPECIFIED STAGE HEIGHT,TO PROVIDE A FACTOR OF SAFETY. ENTER: STORAGE-INCREASE(%), STAGE-HEIGHT(ft) 57,.01 PERFORMANCE: INFLOW TARGET-OUTFLOW ACTUAL-OUTFLOW PK-STAGE STORAGE DESIGN HYD: 7.12 1.76 1.30 6.55 51458 TEST HYD 1: 4.98 .70 .70 6.18 47160 TEST HYD 2: 3.12 .19 .18 5.15 36380 Doug van Gelder Page 8 12/21/98 Kensington Crest Time of Concentration 5511 Time of Concentration Developed Sheet Flow Dh (ft) ns L (ft) S (ft/ft) P2(in) T(min) 7 0.24 117 0.06 2 13.2 Dh (ft) ns L(ft) S (ft/ft) P2(in) T(min) 4 0.011 80 0.05 2 0.9 Channel Flow Dh (ft) lc, L (ft) S (ft/ft) V(ft/sec) T(min) 0.5 42 165 0.00 2.31 1.2 Dh (ft) ks L(ft) S (ft/ft) V(ft/sec) T(min) 5.5 42 185 0.03 7.24 0.4 'Dh (ft) ks L(ft) S(ft/ft) V(ft/sec) T(min) 10 42 25 0.40 26.56 0.0 Total T(min) 15.7 Pre-Developed Sheet Flow Dh (ft) ns L(ft) S (ft/ft) P2 (in) T(min) 30 0.4 145 0.21 2.6 12.6 Dh (ft) ns L(ft) S (ft/ft) P2(in) T (min) 4 0.4 80 0.05 2.6 13.8 Dh (ft) ns L(ft) S (ft/ft) P2(in) T(min) 34 0.4 100 0.34 2.6 7.7 Total T(min) 34.1 Douglas J.van Gelder Page 1 12/21/98 Kensington Crest Time of Concentration 5511 Time of Concentration Developed Sheet Flow Oh (ft) ns L (ft) S (ft/ft) P2(in) T(min) 10 0.24 66 0.15 2 5.8 Dh (ft) ns L(ft) S (ft/ft) P2(in) T(min) 16 0.011 400 0.04 2 3.5 Channel Flow ' Dh (ft) ks L (ft) S (ft/ft) V(ft/sec) T(min) 2 42 101 0.02 5.91 0.3 Dh (ft) ks L(ft) S (ft/ft) V(ft/sec) T(min) 2 42 200 0.01 4.20 0.8 Dh (ft) ks L (ft) S (ft/ft) V(ft/sec) T(min) 4 20 178 0.02 3.00 1.0 Total T (min) 11.3 Pre-Developed Sheet Flow Dh (ft) ns L(ft) S (ft/ft) P2 (in) T(min) 36 0.4 300 0.12 2.6 28.0 Total T(min) 28.0 Douglas J. van Gelder Page 1 12/21/98 Kensington Crest Pond Sizing 5511 Bottom Top (Water surface) width Length width Length 50 185 80 215 Depth 5 Bottom Area Top Area Slope(X:1) 9250 17200 3 Volume Vol(REQ) 65105.81 49964 w/1.3 SF 64953 Free Board 1 Bottom Top (Water surface) width Length width Length 38 140.6 80 182.6 Depth 7 Bottom Area Top Area Slope(X:1) 5342.8 14608 3 Volume Vol (REQ) 67165.6 51458 w/1.3 SF 66895 Free Board 1 Douglas J. van Gelder Page 1 12/21/98 Kensington Crest Bioswale 5511 , Side Slope Depth of Water Width _ Slope M's Constant Velocity Flow Length Time z y b S n V Q L q 3 0.25 3.1 0.02 0.350 0.21 0.20 114 9.0 3 0.30 3.1 _ 0.02 0.350 0.23 0.28 114 8.2 3 0.40 3.1 0.02 0.350 0.27 0.47 114 7.0 3 0.50 3.1 0.02 0.350 0.31 0.71 114 6.1 3 0.60 3.1 0.02 0.350 0.34 1.00 114 5.6 3 0.70 3.1 0.02 0.350 0.37 1.35 114 5.1 3 0.80 3.1 0.02 0.350 0.40 1 .76 114 4.8 3 0.90 3.1 0.02 0.350 0.43 2.22 114 4.5 3 1.00 3.1 0.02 0.350 0.45 2.75 114 4.2 3 1.10 _ 3.1 0.02 0.350 0.47 3.34 114 4.0 3 1.25 3.1 0.02 0.350 0.51 4.36 114 3.7 Douglas van Gelder Paat 1 'on'^` I.. _••• w il- ''d'.14 N....f :13•,A :.:: : . 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CAMU3 14 A4bsn,w Avenue BASED ON THE MANNING FORMULA A""ni'w•Virginia ..c•1 0 VII( 131 e ei 1 of 11 p '. mGT GC Q., ip-e-, 3C F5 • 8313Wy10414 + ti` 3 I RATE OF FLOW ',.i• I . Tp 2 O by . ; • \\:\\:‘, Iii I r PiPt oz.// / \AS 1 a.9: • se., _ 4r: ,1-'-•--,90,:>, • ..• .... + .- ... —� r6J 0 O a=, a 3a 1 .... . g Z �o MGD LL O \�` I a—. �! .' R 'ii: �iy O .��_y`vv ` Q 1 /i i \ 5 � j/ ;oc. �ti / srton j1d�S G '� lc' S \ i1j r aPbb `\ `6 ~fit b JO i i AS \ \\ �+ f et, �dld h~ • a 11,\`11• _c+ E L s 4y t , ' r NNr Lyn IN• ,;k`. D KING DARDS. PIPE ANCHOR TO CATCH BASIN NOT TO SCALE . • RE " r D.I.P. OR STEEL ROLLED TO 0.D. DRISCO PIPE 1" DIA. X 6" _, LONG THREADED ANGLE IRON DRILLED END SECTION FOR 4 BOLT HOLES I• W/ 1" NUT AND WELDED TO MINIMUM i DIAMETER OF PIPE j i DR MP ) ROLLED STEEL - j OR D.I.P. I I H j Y ' C - _ - - j END VIEW - APPROX. \ i • _ _ I .50 GAP I - / i SIDE VIEW ND PLATE BOLTED TO ANGLE IRON . #8 REBAR, 7-10' LONG __. =--. ..--- --' • HAND DRIVEN INTO �' NATIVE GROUND I ' Y1. ' NOTE THE. PIPE SHALL BE E VIEW IN A MANNER TO SIDE SIDE) ALLOW FOR FREE MOVEMENT L OF THE DRISCO PIPE • PIPE ANCHOR DETAIL . . NOT TO SCALE 2 COMPACTED DEPTH. `}j' I , , CLASS 'B' A.C. PAVEMENT :- 4" COMPACTED DEPTH CRUSHED---, :� • ROCK BASE COURSE 1 . .- - ,.iA,,,P.-"'1,1'.'..- ' . . - • • ' It . CB TyPE 11-48 . . . • •. . :. -.„.ii.y:".,,,, • . wi BIRD _cAGE 11:1ASH RACK . - .. :•,:lxv:::,: _ -"fy:,,,,,,,•,..„.. -. . -:-;,:ir.4-4:;-„,,t• . NOT TO SCALE - ' l'•.toiit Milf- .•'..'FiEWAltc" :.-: . . :, •,.;‘.„ 4.-4,...,.. . _ _ •.:, .--at!: ptiv, '.w:-4:;.„'"mniT:.1-•• 1 "•tii . .• I- ..,•:'L.irti,F2. : • . . • ,-i ;.iivil ,1:! •• R PIPE • . . . , .- . , SPEGIFICATtONS HIMt4DATPEUVIFAA°CLTL4 BE GROUTED URt ... I • ., • • • • . MOLDE . • • . y-,.,..!...:••_„: TO le HOPE PIPE END • . :,;::•,,,-:;-.:. • . - D STUB END FUSION WELDED i!,•;!...,- ir.......:,, i:i.. • .. , • ,•• : -1 • lg. HDPE PIPE. ., • / . . .. ,• . iq . .• .• . ., ••• . .. .. - ••. •• .:,_ .., ._ • . • , • .7.:_______L-----•---- . .,.... .,... . •,. • .. ..- .• "••••• .• „ ,• / ..7-7-7-7-- ••• • -• -• •—• .1..:.;;::/.14•-•. ,.,...:;.,;•. • • 7:•;‘%!.;'1',,.,:,iicte,',' .• _ • . s-MDROSEED DISTURBED . AREAS. . . • .... • .. • N.--SOD.LINE SWALE TO 0.,.. • - . .1 . . 2-FT.•ABOVE FLOW . .I:•: . :tp!?•;:!•••••'•-•- .--, • • , OVERSEE° W111--I - • .--fi';'...:::,-,•:",.' . - V , . ;;:: .. ACTLAND SEED . ,. . -,:.•1 :!.7::1-ti: • .• COUNTY STANDARDS. FIFE ANC- [k -:- • ",;;:i-j:-.7::•%•',:ek • - BASIN ‘ . ,..,,. .;.,:•:,.,••••:,,,,:r, .. •• . . , ::::„..••„ :... ..:._;.,,,•;:. NOT TO SCALE ,Y.''':'-•!'''-.",:i-:...i.• ! • . :..,.:, ..„ .,%,.: - k • -i,::. ..,':!:-: • . ' •I!, :••;•:.i.:i.:ip . . •-• .-:. .:•.i;, . . • • • ' .f: . :1. .-- PARKING NFORCEo PVC . • • . : . ,. . . . . . . . - , • -• •• - . . , • . .. - -- . - . . ..• •,,...1:!nl.•,.;, •••••J‘ • • : • , 11-,--.:7;,•-• ....%!,A;:2".!;;'-1 ..'. . ..... 1 S' (TYP) SEE NOTE 1 N „�� (4)HOOK CLAMPS \ Iit ---- ( )I'' \ , EVENLY SPACED \,;I ., SEE DETAIL BELOW A I sir= A • 3/4" DIA, SMOOTH il �� \\ BARS EQUALLY / �' ii `� \4#, PROVIDE MAINT. ACCESS BY WE SPACED (4" O.C. MAX.) \ CROSS BARS AS SHOWN. HINGE (UPPER ENDS W/ FLANGES/BOLTS & PROVIDE LOCKING MECHANISM ON/PADLOCK) ON LOWER PLAN VIEW END. LOCATE LADDER STEPS DIRECTLY BELOW. NO SCALE 3/4" THICK X 4" WIDE LONG SMOOTH BARS WELDED TO UPPER & LOWER BANDS LOWER STEEL BAND - (24 BARS EVENLY SPACED 3/4" THICK X 4" WIDE 5EE NOTE 1.) FORMED TO FIT IN 45" GROOVE OF C.B. RISER SEE NOTE t 1*---1 UPPER STEEL ' SWIM BAND SMOOTH CB• 3/4" X 4" WIDE VERTICAL RISER / BAND i • ELEV=393.23 i I HOOK CLAMP -- - TYPE 2 ANCHORED _ CB STD. GALV. TO C.B. RISER - _ STEPS DETAIL HOOK CLAMP , - • • NO SCALE SECTION A-A • NOTES: NO SCALE 1. DIMENSIONS ARE FOR INSTALLATION ON 54" DIA. L.B. FOR DIFFERENT DIA. C.B.'S. ADJUST DIMENSIONS TO MAINTAIN 45 ANGLE ON "VERTICAL" BARS AND 7 O.C. MAX. SPACING OF BARS AROUND LOWER STEEL BAND. 2. METAL PARTS: CORROSION RESISTANT, STEEL PARTS GALVANIZED 3. THIS DEBRIS BARRIER IS ALSO RECOMMENDED FOR USE ON THE INLET TO ROADWAY CROSS-CULVERTS WITH HIGH POTENTIAL FOR DEBRIS COLLECTION (EXCEPT ON TYPE 2 STREAMS) • • • • • • \\\\.)\<\..//: • • • a • • . . • • . 7 ...-__.: • • .'\` `; 1`�/�1 �.` .. '\: 1 `\. Ol::L :: .•��,\�\ •,.(111 '''\ 11 \'`I' It((1•-J I�I,:r:: \\ -^�� 'i 1:, '`\ I 'J • . ' n• :.1 .:�.v. ♦ l' :ll-1•, /r .•'11• -:.o' . I� ` 1 \\\ .!\ •i • \\ `::�v��i � . 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