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Home My WebLink AboutIncline Village Subdivision FP AppF A ~, r J Y CI-]'Y or ~ ~YlG~l~~I ~ i ~ ,~ ~ ~P ~~ 1D~11-10 ;, ~ )~ J ~ ~, - "ti7 ' X TRANSMITTALS TO AGENCIES FOR COMMENTS ON DEVELOPMENT PROJECTS WITH THE CITY OF MERIDIAN -,7 °~'~77,r_,~sur=f:vnus.~t To insure that your comments and recommendations will be considered by i'9a3 MnYOI~ Tammy de Weerd CITY CoulvcaL M1;MSeRs Keith Bird Josepf~ W. Borton Charles M. Rountree Shaun Wardle CITY DP.PARTMGNTS City AttorneylHR 703 Main Street 898-5506 (City Attorney} 898-5503 (I-IR} Fax 884-8723 Fire 54p L:. Franklin Road 888-12341 fax 895-0390 Parks & Recreation l1 W. Bower Street 888-3579/fax 898-5501 Planning 660 )v. Watertower Lane Suite 202 884-5533 /fax 888-6844 Police 7.401 E. Watertower Lane 888-6678 /fax 846-7366 Public Works 66U E. Watertower Lane suite 200 898-5500/fax 895-9551 - Building 660 ~. Watertower Lane Suite 150 887-2217 /fax 887-1297 Wastewater 3401. N. Ten Mile Road 888-2] 93 /fax 884-0744 - Water 2235 N.W. 8th Street 888-5242 /fax 884-1159 the Meridian City Counc~I please submit your comments and recommendations to Meridian City Hall Attn: Will Berg, City Clerk, by: October 10, 2#106 .Transmittal Date: September 25, 2006 File No.: FP 06-045 Hearing Date; October 17, 2©06 Request: Final Plat approval of G1 single-family residential building lots & 8 common lots on 20.01 acres in a proposed R-4 zone for Incline Village Subdivision By: Incline Village, LLC Location of Property or Project: 1947 & 1923 N. Black Cat Road and 5136 W. Cherry Lane David Zaremba (no Fl=} Meridian School District ~~o FP) David Moe (no Fi=} Meridian Post OffcetFPtPP only) Wendy Newton-Huckabay tivo Fw} Ada County Highway District Michael Rohm (No FP} Ada County Development Services Kei#h Borup vivo Fl=} Central District Health Tammy de Weerd, Mayor Nampa Meridian Irrig. District Charlie Rountree, C/C Settlers Irrig, District Joe Barton, C/C Idaho Power Co. (FP,PP,CUP) Keith Bird, C/C Qwest (FPlPP only) Shaun Wardle, CIC Intermountain Gas {FPrPPoniy) Water Department Bureau of Reclamation iFPiPp only) Sewer Department Idaho Transportation Dept. Ir~o FP) Sanitary Servicesinlo vAR, vac, FP) Ada County Ass. Land Records Building Department 1 Rich Greene Meridian Development Corp. Fire Department Historical Preservation Comm. Pollee Department City Attorney City Engineer City Planner Parks Department Economic Dev. (Cheryl Brown (CUP only} Your Concise Remarks: CITY HAIL 33 EAST IDAI-IO AVENUE MERIDIAN, ~DAI40 83642 (208) 888-4433 CITY CLERK -FAX 888-4218 FINANCE & U7'ILI'EY BILLING -PAX 887-48i 3 MAYOR'S OFFICE -FAX 884-8114 Printed on recycled paper Hearing Date: October 17, 2006 File N©.: FP-OS-045 Project Narr~e: cline Village Subdivision {~~ Request: Final Plat approval of~6~single-farriily residential wilding lots and 8 common Tats an 20.01 acres in a proposed R-4 zone, by Incline Village, LLC. Location: 1947 and 1923 N. Black Cat Road and 5135 W. Cherry Lane in the SE '/a of T. 3N., R. 1 W., Section 4. "p ~r --,~:- ~.Q,~' t ~ rY ~~F y, a ~•~ -~ [~ ~~.r/YL~~X~l~-yl '~~~~ Planning Department 3~~~~,~ ~' ~ s ; ~~ ~ : J,~~Q~iMISSION & COUNCIL REVIEW APPLICATION *f A ~ Z °g - Type of Review Requested (check all that apply} ^ Annexation and Zoning ^ Comprehensive Plan Nl.ap Amendment ^ Comprehensive :Plan Text Amendment ^ Conditional Use Permit ^ Conditional Use Permit Modification I~:Final Plat ^ Final Plat Modification ^ Planned Unit Development ^ Preliminary Plat ^ Rezone ^ Time Extension (Commission or Council} ^ UDC Text Amendment ^ Vacation (Council} ^ Variance ^ Other STr~FF USE ONLY: File nutnber{s}: ~f4~' d~~ Project name: ~'1'iG 1•l ~~~ Us'~ 1`~ n Date tiled. ~~,~Z~`-r~~ Datecot~~l~iete: ~•. d'd~ AssiorrtcdPianner: ~,r,,_~-~;1'~ 'J~rl•~~~:} Related tiles:~~a ~"~~o "~ ~~ ~ `` i ~~~"~~~ ~•--- Heating date: f~"j f~~~^ Coinnussian~Corancil Applicant Information Applicant name: Incline Village LLC , , ,, .•_ Phone: 939-461$ Applicant address: 1820. Mace Rd . , Eagle , TA Zip: $3616 Applicant's interest in property: L~ Own ^ Rent ^ Optioned ^ Other Owner name: Bob Kell, Shannon Smith, Phillip Smith Owner address: 1$20 Mace Rd., Eagle, Il) Agent name (e.g., architect, engineer, developer, representative): Firm name: J-U-B ENGINEERS , Ine . Address: 250 S Beechwood Ave . , Boise, ID Primary contact is: ^ Applicant ^ Owner ~l Agent ^ Other Contact name: E-mail: d~1 1)aa^en Fluke uh . c om Phone: 939-4618 Zip; $3616 Phone: Zip: 376-7330 $3709 Phone: pax; 376-7330 323-7336 Subjec# Property Information I,ocaticn/sh-eetaddress: 1947 & I923 N Black Cat Rd./5136 W Cherry, l,atte Assessor's parcel numUer(s): _~~-2.Q444435.C1~ ~~[}.(L~ Q., t1C ~ ~L05~ ._,..._._____ Township, range, section Current [and use: T3N, R1W, Sec R4 Total acreage: 20.01 Current zoning district: ~ Ada County s bG0 E. Watertower Lane, Suite 202 • Meridian, Idaho 83642 Phone: (208) 884-5533 • Facsimile: {208) 8$$-6$54 • Wetisite: wv~~~w.meridiancitv.ore Project description Project/subdivision name:. _ InCI i ne Village Subdivision General description of proposed project/request: Final Plat ap~aroVa l of 20 A~,~,~,~ ~;(} R4 of F 1 single family buildable lots & S,common••lots. Proposed zoning dish•ict(s): ~ RUT (Ada County } Acres of each zone proposed: Type of t~se proposed (cl~ec]< al] that apply): ^ Residential ^ Commercial ^ Office ^ Industrial ^ Other Amenities provided with this development (if applicable): Who will own & maintain the presstu-ized irrigation system in this development? ~i~~c Which ii-~-igation district does this property lie within? Settler' S Primary irrigation source: S Secondary: Square footage of landscaped areas to be i,rigated (if primary or secondary point of connection is City water}: Residential Project Summary (if applicable) Number of residential units: t?1 Number of building lots: 61 Number of common and/or other lots: ~ Proposed nui~tber of dwelling units (for multi-family developments only}: l Bedroom: 2 or more Bedrooms: Minimum square footage ofsh~ucture(s) (excl. garage): Proposed building height: Minimum prope,#y size (s.f): 7,$41 Average property size (s.f}: 10.047 Gross density (t]Ulacre-total land):. ~ _ ~5 Net density (~U/acre-excluding roads & alleys): 3 , ~Q Percentage of open space provided: 9.95% Acreage of open space: 1.99 Percentage of useable open space: 8.40% (See Chapter 3, Article G, for qualified open space) Type of open space provided in acres (i,e., landscaping, public, common, etc}: _Landscapi ng & Common Type of dwelling(s) proposed: ~] Single-family ^ Townhomes ©Duplexes ^Mnlti-family Nott-residetrtial Project Summary (if applicable) Number of building lots: Other lots: Gross floor area proposed: Existing (if applicable): Hours oFape,•ation (days and Hours): Percentage of sitelproject devoted to the following: Landscaping: Total number of employees: Building: Number and ages of studentslchildren (if applicable): Total number of parking spaces provided: Authorization Print applicant name: Applicant signature: • 660 >v. Wate Phone: (248) $84-5533 • Paving: Seating capacity: Number of compact spaces provided: ~ Date: ~_~~ over Lane, Suite 202 • Meridian, Idaho 83642 Facsimile: {208) 888-6854 Website: www.~neridiancity.org 2 Maximum number of employees at any one time: Building height: r September 14, 200b City of Meridian bb0 Watertower Lane, Suite 201 Meridian, f D 83b42 RE: ^ear Staff: J-U-B ENGINEERS, inc. ENGfNEERS • SURVEYORS • PLANNERS Regional Of#ice 250 South Beechwood Avenue, Suite 201 Boise, 1D 83709-D944 Incline Village Subdivision -Final Plat 208-376-7330 Fax: 208-323-9336 www.jub:com Please accept this application for a final plat on Incline Village Subdivision. The project is generally located north of Cherry Lane approximately 900 feet west of Locust Grove Road in Section 7, Township 3 North, Range 1 East. The final plat contains approximately 20.01 acres. With regard to the specific provisions requested in the Final Plat application, please be advised that: - The final plat conforms in all respects to the approved preliminary plat and al[ conditions of approval. - The final plat conforms in all respects to the applicable provisions of the L1DC. - The final plat and development plans conform to best management practices and acceptable surveying and engineering practices and local standards. - We have not yet been provided with ordinance or instrument numbers for the annexation or Development Agreement. We look forward to working with the City an this project... Please do not hesitate to call if there are questions regarding any portion of this application. Sincerely, J-tl-B ENGINEERS, 1NC. Doren Fluke, AfCP Project Manager F:1ProjectManagerslGAL110-05-125 -incline Vil[age110-OS-125 - AdminlFinal Plat Froj Narrative.9-13-06.doc .. ~ _ Tr~nsnation 1~scrowNo. D50D03~539 - ~''"' "~ ADA CQUNTY AECQADEiI J. DAVID NAVAiiAO A<i9QUllT 9.DQ ; BQISE IQAHQ tr9109105 Q4:42 PM DEPUTY PatfE Thompson II~ III~1111II~If~~lltl~lll~~lll i I ~~) AEGQADED-REQUEST QF 111! I 1111 ! 1 i Transnaliun Tille 145 i' 137 WARRANTY DEED ~'OR VALUE RECEIVED Richard L. Elliott and Yvette M_ Elliott, husband and wife GRANTOR(s}, does(do) hereby ~ ,BARGAIN, SELL AND CONVEY unto: aab L . Kell , an unmarried person an drip J_ Smith; nd; annon 5tn~th, husband anal wife .,, ~~ , i Philip ~r.~~ ~ ~~ GRANTEES(s), whose current address is: 182D Mace Road Eagle, ID 83616 the fallowing described real property in Ada County, State of Idaho, mare particularly described as follows, to wit: SEE EXHIE9IT "A" ATTACHED {Continued) TO HAVE AND TO HOLD the said premises, with their appurtenances unto the said heirs and assigns forever. And the said Grantor(s) does(da} hereby covenant to and with the said Grantee(s), that Grantor(s) is/are the awuer(s) in fee simple of said premises; that said premises are &ee from a!I encumbrances EXCEPT those to which this conveyance is expressly made subject and those made, suffered or done by the Grantee(s); and subject to reservations, restrictions, dedications, easements, rights of way and agreements, (if any) of record, and general taxes and assessments, (including irrigation and utility assessments, if any) far the current year, which are not yet due and payable, and that Grantor(s) will warrant and defend the same from all lawful claims whatsoever. Date: Segti~mber 4 , 2 0 0 5„ .- ,: ~ ~ , r ~ ~/' f ; ~ ~/ ~~ Richard L. ,S1liatti ~~ ~ ~~ Yvette M. $~.Iiott Notary Acknowledgment -see page 2 _ ~ , WARR~'V`tY DEED -NOTARY ACKNOWLEDGMENT{S): -~~ Mate of Naha, County of Ada, ss. ~' ~ .. . On this ~~ ~~ day of 5eptem,ber in the year of 2005, before me, the undersigned, a Notary Public in and for said State, personally appeared Richard L. Elliott and Yvette M. Elliott known or identified #o me to be the persons}whose name(s) is/are subscri bed to the within instrument, and acknowledged to me that helshelthey executed the same. . ~ JJ f / f t4tiyii S71F!!!PT •~` i r 3. DebbEe Andrews °' a ° ~!~ i 3°' '~ ~ ~ Residing at: Boise, ID . d r ;' `V ~'"~~ I ~ ; ~, "~ ~ ' My commission expires: 1~161fl9 ~ ""« ' -m - . ~a ~•- ~ ,. =~ # ~t.~c s y • ` J~ q~ •a , s / d`~ rjf~ I tl ?~~~ s~~' r~faYP ~iS l9 ttli~4~t ,..... p f' ..t LEGAL DESCRIPTION (continued) s.:. EXHIBIT "A" ~ PARCELI A tract of land in the Southeast quarter of the Southeast quarter of Section 4, Township 3 North, Range 1 West of the Boise Meridian, Ada County, Idaho, more particularly described as follows: Commencing at the section corner common to Sections 3, 4, 9 and 10, Township 3 North, Range 1 West of the Boise Meridian; thence North 0°17'10" East along the section line 1,064.62 feet to a point; thence North 89°39'20" West 529.54 feet to a steel pin, the REAL POINT OF BEGINNING; thence North 89°39'20" West 529.54 feet to a steel pin; thence South 0°17'10" West 411.34 feet to a steel pin; thence South 89°39'20" East 629.54 feet to a steel pin; thence Noah 0°17'1fl" East 411.34 feet to the REAL POINT OF BEGINNING. EXCEPT Ditch and Raad Rights-of--Way. PARCEL II An easement for ingress and egress as granted by Warranty Deed recorded July 20, 1972, as Instrument Na. 814601 over and across the Northerly 25 feet of the following described parcel of land: A tract of land in the Southeast quarter Southeast quarter of Section 4, Township 3 North, Range 1 West, Boise Meridian, Ada County, Idaho more particularly described as follows: Beginning at a point on the section line which bears 653.26 feet from the section comer common ~. - . ~ to Sections 3, 4, 9 and 10, Township 3 North, Range 1 West, Boise Meridian; thence ~j North 0°17'1fl" East along the section line 411.34 feet to a point; thence ` `North 89°39'20" West 529.54 feet to a steel pin; thence South 0°17'1fl" West 411.34 feet to a steel pin; thence South 89°39'20" l=ast 529.54 feet to the POINT OF BEGINNING. ~ of u h~ O g "z auNa `o - r G tt U ~ ~ - ~ ~ ~ a s° ~ (1 nt~i -o° 3 Q s r ~ z °~e5ent c Q!y2~ ~ OR IY ~ E ~u fin ~d Ix! n'on ,aa p~'n 4 '• v z 4 E N o _ ~ - ( II i nm +m tF°o § ® s~nu c,: o o~~o ~~ n~ Z ~~' ~ z „y~ L~ e' R~ O o 0 0 ~ e o lt3 ~i ~ a '' goat ~~ m a~,~ D N ~ ~ rR$ ~$ m9 an Ut (~ ~ ~ "oToa m UZ~ ...,` d S) w y mkwo ~ I p 'A/ J Q of3 ,~°in ~p1~ of 7ty !Y m m ~ 1 ~ c~~••E 7 r, _ t I 1 t°o~n °o ~< a r _a _P J .~ • L II I I Fz~m.~.21n t~5 ~ F 3NV1 Aaa3F€~ 'M . 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EL I"h*S ~ V[5 Nd I ~ ~ E l n ~ ~ "I g ~ " ~ ~ ~ ~ ~ ~ ,~ ~ g ~ ~ ~ N ~Hk .r.n I i I ~ i ' 1 I INCLINE VILLAGE SUBDIVI54N VICINITY MAP ~.. ~- N 1 inch equals 300 feet August 30, 2005 PRELIMINARY ~~sj~oos ADA COUNTY STREET NAME EVALUATION SDEDII/iSION NAME: INCLINE VILI._AGE SUB AGENCY ~~d AGENCY FILE NO: Meridian: PPQ6~a16 SECTION! T®WNSHIP/ RANGE: 4 zs ~ W DEi/ELOPER: J-U_g ENGINEERS INC The street name comments listed below are made by the members of the ADA COUNTY STREET NAME COMMITTEE (Under the direction of the Ada County Engineer) regarding this development in accordance with the Ada County Street Name Ordinance. Overall final street names are subject to change at Final Plat phase levels due to design changes, time restraints andlar previous retarded plat street alignments. THIE FOLLOWING EXISTING STREET NAMES SHALL APPEAR ON THE PLAT: '~W. CHERRY LN THE FOLLOWING PROPOSED STREET NAMES ARE APPROVED: •'W. MiLLIRON ST x •'N. MONTGOMERY WAY 'x~ i•N. OCONNER AVE .X ,'W. STEEPLErCHASE CT x : W. WHITE ASH CT ~ ~ W. WHITE BIRCH ST ~- THE FOLLOWING PROPOSED STREET NAMES ARE DENIED: ' 'N. POWDER WAY ' '111l. CORNICE ST • `W. SUN BOWL CT '~. SNOW CHUTE ST 1N. GLACIER RUN CT THE F®LLOWING CFIANGES OR CORRECTIONS NEED TO RE MADE: NOTE: IF THERE ARE CORRECTIONS AND CHANGES :RECOMMENDED, PLEASE MAKE THESE CHANGES ON THE SUBDIVISION PLAT AND RESCJEMIT TO THE COMMITTEE. A F~IAL RE~rIEW WITH NO CHANGES REQUIRED AND THE MATCHING PLAT MUST BE PRESENTED TO THE ADA COUNTY ENGINEER AT TIME OI" RECORDING. 'N. Montgomery Way shall replace N. Powder Way (alignment) W. White Birch St shall replace W. Camice St (alignment) W. White Ash Ct shall replace W. Sun Bawl Ct (alignment} W. Milliron St shah replace W, Snow Chute St (alignment) . W. Steeplechase Ct shall replace W. Glacier Run Ct (alignment) ~ ADA COUNTY ENGINEER JahnPriester ~~~-~.•~'~ ... ~ - ~%'£--~ DATE ~/fC:~:~(; --f--r- .i . MERIDIAN Representative `~ ' ~{~(,` ~ ,'r DATE ~ ~:a ~ l FIRE DEPARTMENT Representative,~„,~~ Gl"„~~-'~- DATE ~- ~ ~`~ "~~' ~r'' ADA COUNTY HIGHWAY DIS. Representative ~ ~ DATE~~2~ ADA COUNTY SHERIFF Representative DATE-~ NUMBII~RYNG OF LGTS AND BLC~CKS~+~~~~~ _,~; ~ ~.~;~JT %~%dC,~ Z ~ DATF~ ~~~`I~.1G~ 5treeE Approval Sent: ~ SS: i ~J~u J-U-B ENGINEERS, Ina ENGINEERS • SURVEYORS • PLANNERS Regional Office 250 South Beechwood Avenue, Suite 201 Boise, ID 83709-0944 208-376-7330 frax: 208-323-9336 www.jub.com City of Meridian Public Works 660 E. Watertower Lane Meridian, ID 83642 RE: Incline Village Subdivision -Final Plat I, David_L. Bauer, P,E„ a registered professional engineer in the State of Idaho, do hereby state that all street finish centerline elevations are set a minimum of three (3) feet above the highest known normal groundwater elevation within Incline Village Subdivision. FaArojectManagerslGAL1i0-04-]OS -Sutherland Farm Subdivision No. 61E0-04-105-AdminUim_GW 6.23-OS.doc AFFIDAVIT OF ~[.EGAL ~NTER,k;ST S~'A i'E OF IDAHO CO[:NTY OF RDA) F 1, ~ ~^ / . -- ~ ~~ ,,~ ~ .~ ~l,na e) ~_~ ~ dcJ~ess) ~~jl (city) (state} - being first duly sworn upon, oath, dcpost and say- That l am tht record owner of the property dCSGribed on the attached, and 1 grant n7y prrrni5sion to: ~y fnamc) (address) tv st;bmit the accompanying application(s) pertaining to that property 2. 1 agree to indemnify, defend and hold the Ciry of Meridian and its cmplnyees harmless from any claim or liability resulting from xny dispute as to the statements cc,ntained herein yr as to the ownzrshi}~ oFthe property ~+~hich is the subject of the application. 3, ! hereb~• gran: permission to City of Meridian staff ~u enter tht subject property i'nr the purpose of site ir~spcctions relattd to proce.~aing said application(s). Datc;d this ~,_day of ~ ~, ?0 ~~ _ ____ (iFnatura) ; 5UHSCRIHED AND SWORN to bcfnre i e ay an c~tErst a vc wrltte . ~ ~-P~- ,~~ (Noty-~_ /Public far l/dayh///o/}may. ~y(~ a , q ~ '+~ '~~~ RBaidingat' j II .~ My G~mmission F,xpires~ ~~ h' ~ _~ ,, j n. ~ gg~~~~Y.°~ .~y~~~ ~~~~~~ 3 Project: 10-05-125 Date: February 13, 2006 INCLINE VILLAGE PRELIMINARY P!_AT DESCRIPTION That portion of the Southeast i /4 of Section 4, Township 3 North, Range i West, Boise Meridian, Ada County, Idaho, and more particularly described as follows: Commencing at the Southeast corner of Section 4; thence along the Southerly boundary of the Southeast 1/4, North 89° 17'i0" West, 940.65 feet to the POINT OF BEGINNING; thence continuing along said boundary, North 89 ° 17'10" West, 334.35 feet to Che East 1 /16 corner of Section 4; thence along the Westerly boundary of the East 1 /2 of the Southeast 1 /4 of said section, North 00 ° 41'26" East, 1,475.33 feet; thence South 84° 18'47" East, 793.86 feet; thence South 00°37'43" West, 822.68 feet; thence North 89 ° 22'30" West, 461.44 feet; thence South OD°36'00" West, 652.31 feet to the POINT OF BEGINNING. Containing 20.006 acres, more ar less. END OF DESCRIPTION Prepared by: .]-U-B ENGINEERS, Inc. Ronald M. Hodge, P.L.S. L 8575 _~ Z'13`°bs ~0 9~E ~ ~ \~P <c. V ~qC Q Id . ~~a RMH/tlk:lhc P:IGAl.110-45-125 -incline Village114-05-125 - AdminlDescriptions114~45-125-PrePlatbesc.doc Project: 10-05-125 Date: February 9, 2006 INCLINE VILLAGE ANNEXATION BOl1NDARY That portion of'the Southeast 1 /4 of Section 4, Township 3 North, Range 1 West, Boise Meridian, Ada County, Idaho, and more particularly described as follows: Commencing. at the Southeast corner of Section 4; thence along the Southerly boundary of the Southeast 1 /4, North 89° 17'10" West, 990.65 Feet to the POINT OF BEGINNING; thence continuing along said boundary, North 89°17'10" West, 334.35 feet to the East 1/16 corner of Section 4; thence along the Westerly boundary of the East 112 of the Southeast 1 /4 of said section, North 00°41'26" East, 1,475.33 feet; thence South 89 ° 18'47" l=ast, 793. $6 feet; thence South 00° 37'43" West, 822.68 feet; thence North 89°22'30" West, 461.44 feet; ~~~~ ~ thence South 00°36'00" West, 652.31 feet to the POINT OF BEGINNING. Containing 20.006 acres, more or less. END OF DESCRIPTION Prepared by: J-U-B ENGINEERS, Inc. Ronald M. Hodge, P.L.S. f G~~F F V o , 8575 zr~~ ~~ s~ V RMH/tlk:lhc P:1GAL110-05-925 - fncEine Village190-05-125 - Adminlaescriptions170-OS-925-Mnex.dae d ~ ~~ 9l721200b ri u-B' INCLINE VILLAGE MERID[AN, IDAHO STORM DRAINAGE CALCULATIONS August 31, 2006 J-U-B PROJECT No. 10-05-125 PREPARED BY: JTU-B ENGINEERS, Inc. 250 SOUTH BEECHINOOD AVENUE BOISE, IDAHO 83709 (208} 376-7330 David L. Bauer, P.E. -Project Engineer F:IProjecthlanagerslGAL110~05-125 -Incline VillageliQ-OS-125•©E51Calculations170-OS-i25 Storm Calcs.xls Page i of 28 9112!2006 CALCULATION METHODOLOGY PRE-DEVELOPED FLOW AND VOLUME CALCULATIONS All post-developed Flaw will remain on-site via seepage and infltration methods. Pre-developed flow need not be calculated and is assumed to be zero for our calculations. P05T-DEVELOPED FLOW AND VOLUME CALCULATIONS Post-developed Flow for the basin areas are calculated using the Rational Method, The Time of concentration is based on a carfthination of lot to street time, gutter time and applicable pipe time prior to reaching the detention pond area The lot time is calculated using Manning's kinematic solution (Overton and Meadows 9976}. This equation is also used for sheet flow of less than 300 feet. The gu##er time is calculated using the travel length along the gutter and the gutter velocity at the design slope. Pipe time is calculated using the pipe travel length and an average pipe velocity. The post-developed volume is calculated using a Triangular Unit Hydrograph. Past-developed volume and flow are based on the 1 flour 900-year storm event. The reseeding limb of the hydragraph is extended to 60 minutes if the time of concentration is less than 30 minutes. SEEPAGE POND VOLUME CALCULATIONS The seepage pond volumes are calculated using the post-developed volume from the Triangular Un'lt Hydrograph and subtracting a percolation rate of 13 inches per hour. The volume is increased by 15% to compensate for sedimentation build up between pond maintenance intervals. The dissipation rate for the pond water will be a minimum of 90% in 24 hours. PIPE SIZING AND HYDRAULIC GRADE GALCULATIONS These calculations employ the Manning Equation combined with flow entering the pipe. The hydraulic grade is based on predetermined flaw and pipe size. A freeboard of 1 foot is used from upstream catch basin tap of gutter. SAND AND GREASE TRAP SIZING CALCULATIONS The sand and grease traps were sized based on the post-developed flow draining to them. The throat width is calculated with ibis flow and a maximum velocity of 1.0 fps through the throat. The exiting discharge is assumed to equal the entering discharge. F:1ProjecthlanagerslGAL110.05-125 -Incline Village110.05.125-DE51Calculations110-05.125 Storm Calcs.xls Page 2 of 28 9112!2006 EQUATI.ON_S USED IN CALCULATIONS RATIONAL METHOD Q=CiA where: Q =Runoff Rate, cfs C =Runoff Coefficient i =Storm Intensity, in.lhr. A =Basin Area(s), acres OVERLAND TIME OF CONCENTRATION (WRIGt~1T-MCLAUGHLIN, 1969) tc=1.8(1.1-C}L'~z 15113 where: t~ =Qverland Time of Concentration, min. e C =Runoff Coeffcient L =Overland Flow Length, ft. S =Qverland Slope, CHANNEL TIME OF CQNGEN7RATION t<={W)160 where: t° =Channel Time of Concentration, min. L = ChanneE Length, ft. V =Velocity, fps (from Manning Equations) MANNING EQUATION V=1.49R"'S7lz! n where: V =Velocity, fps R =Hydraulic Radius, ft. S =Channel Slope, ft.lft. n =Manning Roughness Coefficient MANNING'S KINEMATIC SOLUTION {QVERTON AND MEADOWS, 1976) tt-0.007(nL)a.a / (P2)osso.a where; t= =Sheet Flow Travel Time, hr. n =Manning Roughness Coefficient L =Flaw Length, ft., 300' max. Px = 2-Year, 24-Hour Rainfall, in. s =Slope of Hydraulic Grade Line, ft.lft. VOLUME FROM THE TRIANGULAR UNI T HYDROGRAPH METHOD V=2"t~'QRBak"6012 where: V =Volume, cu. ft. unless t°<30 OPeak =Flaw, cfs t~ =time of concentration, min. STORM DURATION TIME FROM THE SCS TRIANGULAR UNIT HYDROGRAPH METHOD td = 2't°, where td=>60 where: td =time of Storm Duration, min t° =time of concentration, min. SEEPAGE TRENCH VOLUME V={d-0.5)'w'E'v+PI'(dr112~14*2•E"0.6 OTHER EQUATIONS USED Q=VA AREA OF A TRAPEZOID A=Y(B+ZY) where: V =Volume, cu. ft. d =bed depth, ft. w =bed width, ft. I =bed length, ft. dP =pipe diameter, in. where: Q = Fiow, cfs V =Velocity, fps A =Cross Sectional Area, sq. ft. where: A =Cross Sectional Area, sq. ft. B =Width of Swale bottom Z W Swale sideslope ratio Y =Height of trapezoid F:1ProjectManagerslGAL110.OS•t25 -Incline ViRage110.05.125-DE51Calculations110-OS-125 Storm_Ca[cs.xls Page 3 of 28 9/92/200b INCLINE VILLAGE RUN-OFF COEFFICIENT TRENCH NO. 1 TOTAL AREA: 3.31 acres DA 1 & 2 TOTAL IMPERVIOUS AREA (STREETS): 0.41 acres TOTAL SIDEWALK AREA: 0.16 acres TOTAL BUILDABLE LOTS: 14 lots ASSUME: 1600 ft2 footprint 25D ftZ driveway (fnotprin# + driveway)'"(to#al buildable lots} _ ACHC] C-FACTORS AREAS 25900 f#~ 0.59 acres dr~_i9 rcrFn eQ~e ROOFS 0.95 0.51 acres 0.49 acres DRIVES 1 SIDEWALKS 0.85 0.24 acres 0.20 acres STREETS 0.95 0.41 acres 0.39 acres PARKSIYARDS 0.1 2.15 acres 0.21 acres r~ rte[. AREA = 1.30 acres C-FACTOR = 0.39 USE 0.40 F:IProjectManagerslGAL190-Q5-925 -Incline ViUage11i3-©5-125-QE51Calc~lations110.05-925 5torrn,~Calcs-xls Page 9 of 28 ~rizrzoob SEEPAGE TRENCH NO. 1 POST-UEVELOPEb t=LOW CALCUL.ATiOt+[S -1DD YEAR STORM STORM RETURN PERIO©= 144 YEAR BASIN CHARACTERISTICS BASIN AREA= 3.31 acres OA # 1 $~ 2 2 YEAR 24 HOUR RAINFALL {in)= 1.2 LOT DISTANCE TO~STREET= 114.00 feet LOT SLOPE TO CURB= 2.00% MANNING'S n FOR LOT= 0.24 CURB TYPE {roq, ver#)= ROLL GUTTER FLOW LENGTH= 300 feeE GUTTER SLOPE= 0.40% MANNING'S n FOR CURB= 0.016 PIPE LENGTH= 35 feet AVERAGE PIpE VELOCITY= 2.00 fUsec F;UNQFF COEFFICIENT: (G?= 0.40 FLOW ANb VOLUME CALCULATION RESULTS LOT TRAVEL TIME= 25.9 min. GUTTER TRAVEL TIME= 2.8 min. PIPE TRAVEL TIME= 0.3 min. TOTAL TIME OF CONCENTRATION 29.0 min TOTAL 17URATION 60.0 min 100 YEAR STORM INTENSITY {i)= 1.66 inlhr 100 YEAR PEAK FLOW {Q)= 2.20 cfs F;4ProjectManagers\GAL11Q-OS-125 • Indfne Vil[ageli~-OS-725-DESICakulatfons110-05.325 Storm_{alcs.xts Page 5 of 28 4/12/2906 SEEPAGE TRENCH SIRING - i00 YEAR STORM Basin Area 3.33 acres Rock Depth 3 ft Void Volume 40% "C" 0 40 Bed Width B ft Bed Volume 3193 CF Percolation 8 inlhr Bed Length 278 ft allows for 3 foot freeboard Plpe Size 24 in and 60% of pipe volume No. of PIpeS 1 Pprr._ Area 997d ff~ Duration min Duration hr Q cfs Storm Volume cf Cumm. Volume cf Volume Plus 15% Sediment cf Percolation cf Trench Volume Required cf Trench Storage Gapacity cf Excess Capacity cf 5 0.08 0.38 114 114 331 324 $ 3193 3185 10 0.17 0.76 228 342 393 247 146 3193 3046 15 0.25 1.14 342 684 787 371 418 3193 2776 20 0.33 1.52 456 1140 1313 494 $17 3193 2375 25 0.42 1.90 570 3711 1967 618 1349 3193 1843 30 0.50 2.13 639 2349 2702 741 7 961 3193 1232 35 0.58 7.77 532 2$82 3314 865 2449 3193 743 40 0.67 1.42 426 3306 3804 988 2836 3193 377 45 0.75 1.06 319 3627 4172 1312 3060 3193 133 50 0.83 0,71 ` 213 .. "" . 38441 44.16 ,'.1236 3161; 3193" 12 55 0.92 0.35 146 3947 4539 1359 3180 3193 13 60 1.00 0.00 0 3947 4539 1483 3056 3193 136 ~ POND INI=LOW-OUTFLOW '! _ -- -T- ~ 4000 - I ~ ~ ~ ..~ ~ 3500 - - 1--1- - ~ - I - - ~ ~ - -! -~-~Cummulative Inflow] v 3000 - - --- i - - ~ -- - ua 2500 - ~ -~~ - ~ - ~ -~-Percolation Rate ~ ~ I ~ i ~ 2000 - i -- ~---- > Required Storage f ~ O .1500 - -~ ~. _ _ ~ 1000 -- ~ -f-- - ~--- L 0 10 20 30 40 50 60 _70 TIME {min) !. _ _ -._.. - - __- - i TIME REQUIREa TO 13tSSIPATE 100% OF VOLUME: TIME CALCULATION ASSUMES A DISCHARGE OFFSITE EQUAL TO THE CONTROLLED RELEASE FLOW OF OAO CFS AND PERCOLATION OVER THE SAND INFILTRATION BED EQUAL TO 15.00 inlhr TIME = 9.15 hr TIME RE(~UIRED TO 131551PATE 9p% OF VOLUME: TIME = 1.03 hr F:1ProjectManagerslGAL110-05-125 • Incline Yil[age110.OS-125-~ESICalcutatlons110.OS-125 Storm_Calcs.xis Rage 6 of 28 9/12/20Q6 INCLINE VILLAGE RUN-OFF COEFFICIENT TRENCH N0.2 TOTAL AREA: 2.43 acres DA 3 & 4 TOTAL IMPERVIOUS AREA (STREETS): 0.35 acres TOTAL SIDEWALK AREA: 0.14 acres TOTAL BUILDABLE LOTS: 7 lots ASSUME: 16DD ft2 foot rint P 250 ftZ driveway (footprint + driveway)*(total buildable lots) _ ACRD C-FACT(}Rfi na~nc 12950 ft2 0.30 acres A A IE ll1TE+Eti ROOFS 0.95 0.26 acres t..A 0.24 acres DRIVI=S 1 SIDEWALKS 0.85 0.18 acres 0.15 acres STREETS 0.95 0.35 acres 0.33 acres PARKSIYARDS 0.1 1.64 acres 0.16 acres ~,H~ rarc~H = u.a9 acres C-FACTOR = fl.37 USE fl.40 F:1ProjecthlanagerslGAL110-05-125 • Incline VillagellQ-U5-925-©ESICaiculatians110-05.125 Storm_Calts.xls Page 7 of 28 9lT2/2006 SEEPAGE TRENCH N0.2 POST-DEVELOPED FLOW CALCULATIONS - 400 YEAR STORM STORIU RETURN PI=RIOD = 100 YEAR 13ASW CHARACTERISTICS BASlN AREA= 2.43 acres DA # 3 & 4 2 YEAR 24 HOUR RAINFALL (in)= 12 LOT DISTANCE TO STREET= 203.00 feet LOT SLOPE TO CURB= 2.00% MANNING'S n FOR LOT= 0.24 CURB TYPE (roll, vert}= ROLL GUTTER FLOW LENGTW= 230 feet GUTTER SLOPE= 0.50% MANNING'S n FOR CURB= 0.016 PIPE LENGTH= 33 feet AVERAGE PIPE VELOCITY 2,00 ftlsec RUNOFF COEFFICIENT (C)= ~ 0.4fl FLOW AND VOLUME CALCULATION RESULTS LOT TRAVEL TIME= 41,1 min. GUTTER TRAVEL TIME= 2.1 min, PIPE TRAVEL TIME= 4.3 min. TOTAL TIME OF CONGENTRATION 43.5 min TOTAL ^URATION 60.0 min 100 YEAR STORM INTENSITY (i)= 1.23 inlhr 100 YEAR PEAK FLOW (Q)= 1.20 Cfs F:SProjectManagerslGALIfU-OS-125 • Incline ViilagellU-05-T25-~E51Calculations110-OS-125 Storm_Calcs.xls Page $ of 26 9112l20pfi SE!/pAGE TRENCH 51ZING -1 DD YEAR STORM Basln Area 2.43 acres Rock Depth 3 ft Void Volume 40% "G" 040 Bed Wldth 8 ft Bed Volume 9734 CF Percolation 8 inlhr Bed Length 151 ft allows far 1 foot free6aard Pipe Slze 24 in and 60% of pipe volume I~IO.Of Plpe5 1 Prxrr- Oraa 1 ~nA ft~ Duration min Duration hr Q cfs ` S#orm Volume cf Cumm. Volume of Volume Plus 15% Sediment cf Percolation cf Trench Volume Required cf Trench Storage Capacity cf Excess Capacity cf 5 0.08 0.14 41 41 48 67 - 1734 - 10 fl.17 0.28 83 124 143 134 $ 1734 1726 15 0.25 0,41 124 248 285 201 84 1734 1650 20 0.33 0.55 165 414 476 268 207 1734 1527 25 0.42 0.69 207 621 714 336 378 1734 1356 3D 0.50 0.83 248 869 999 403 596 1734 1138 35 0.58 0.97 290 1158 1332 470 862 1734 872 40 0.67 1.10 331 1489 1713 537 1176 1734 558 45 0.75 1.09 327 1816 2088 604 1484 1734 250 50 0.83 0.73 21$ 2034 2339 679 1668 1734 66 55 ,":0.92'- 0.36.> 'E09 2143 ': 2464 738 972ti:: '.-1734` 8: 60 1.00 0.04 0 2143 2464 805 1659 1734 75 POND INFLOW-OUTFLOW i 25Qp __..-.._. ~ 2p0o - - ..- ~ ~c--~! ' --r-Cummulative [nflowl.~ j ' II w 15op ~ -- i - - `1~~ !-f--Percolation Rate 'r! ~ i000 .I. ~ _- .. ~ _ 3 ~ ^ ~ j Required Storage i -- _ _ - ~-. - j .~ ~ .. , p __..__ 0 10 20 '0 40 5l7 50 70 TIME (min}' ..--_.~ TIME REQUIREC} TO DISSIPATE 700% OF VOLUME: TIME CALCULATION A55UMES A DISCHARGE OFF5ITE EQUAL TO THE CONTROLLED RELEASE FLOW OF 0.00 CFS AND PERCOLATION OVER THE SAND INFILTRATION BED EQUAL TO 15.00 inlhr TIME = 1.15 hr TIME R>;GIUIRED TD DISSIPATE 90% DF VOLUME: TIME = 1.03 hr F:1ProjectAlanagerslGALl1p-p5-125 • Iodine YillageliD-p5.125-RE51Calculations110-05-125 Storm_Cafcs.xls Page 9 of 28 4112/20~}b INCLINE VILLAGE RUN-OFF COEFFICIENT TRENCH NO. 3 TOTAL AREA: 2.64 acres DA 5 & 6 TOTAL IMPERVfOUS AREA (STREETS): 0.26 acres TOTAL 51DEWALK AREA: 0.11 acres TOTAL BUILDABLE LOTS: 7 lots ASSUME: 7600 ftz footprint 250 ft2 driveway (footprint + driveway)*(total buildable lots) _ ACRD C-FACT[}RS elz~ec 12950 ft~ 0.30 acres A11111@TCI1 AnCe ROOFS 0.95 0.2fi acres 0.24 acres DRIVES / 51DEWALKS 0.85 0.15 acres 0.13 acres STREETS 0.95 0,26 acres 0.25 acres PARKSIYARDS 0.1 1.97 acres 0.20 acres f V I AL HKtA = U.til dGCES C-FACTOR = p.31 USE 0.40 F:1ProjectManagerslGAf_110-05-125 - fneline ViElage110-d5-125-DESICalculationslip-05.125 Storm~Cafcs.xis Page 10 of 28 v~lz~zooa SEEPAGE TRENCH NO. 3 POST-DEVELOPED FLOW CALCULATIONS -1U0 YEAR STORM STORM RETURN PERIOD = 1130 YEAR BA51N CHARACTERISTIGS BASIN AREA= 2.64 acres DA # 5 8~ 6 2 YEAR 24 HOUR RAINFALL {in)= 1,2 LOT DISTANCE TO'-STREET= 205.00 feet LOT SLOPE TO CURB= 2,00% MANNING'S n FOR LOT= 0,24 CURB TYPE {roEl, vert}= ROLL GUTTER FLOW LENGTH= 372 €eet GUTTER SLOPE= 0.40% MANNING`5 n FOR CURB= 0.016 PIPE LENGTH= 41 feet AVERAGE PIPE VELOCITY= 2.00 ftlsec RUNaFF COEFFICIENT. (C)= 0.40 FLOW AND VOLUME CALCULATION RESULTS LOT TRAVEL TIME= 41.4 min. GUTTER TRAVEL TIME= 3.5 min. PIPE TRAVEL TIME= 0.3 min. TOTAL TIME 01= CONCENTRATION 45,2 min TOTAL DURATION 60.0 min 100 YEAR STORM INTENSITY (i)= 1.20 inlhr 100 YEAR PEAK FLOW (Q)= 1.27 cfs F:1ProjectManagerslGAl110-05.125 • Incline Vtllagell0-OS• 125-bE5lCalcufa[ions110-05.425 Storm_Calcs.xls Page 1 T of 28 9!12/2006 SEEPAGE TRENCH SIZING -100 YEAR STORM Basin Area 2.64 acres Rack Depth 3 ft Void Volume 4D% "C" 0.40 Bed Width 8 ft Bed Volume 1837 CF Percolation 8 inlhr Bed Length 160 ft allows far 1 foot freeboard Pipe Slze 24 in and 60% of pipe volume Nn of Pins.a 1 o...,. e..... rst Duration min Duration hr Q cfs t Storm Volume cf Cumm. Volume c# Volume Pfus 15% Sediment cf Percolation cf Trench Volume Required cf Trench 5tarage Capacity cf Excess Capacity cf 5 0.08 0.14 42 42 48 71 - 9 837 - 10 0.17 D.28 84 126 145 342 3 9837 1835 15 0.25 0.42 126 252 290 213 77 1837 1761 ~0 0.33 0.56 1 fib 420 483 284 199 1837 1639 25 0.42 0,70 210 63D 725 356 369 1837 1468 30 0.50 0.84 252 882 1015 427 588 1837 1249 35 0.58 0.98 294 1177 1353 498 855 1837 982 40 0.67 1.12 336 1513 1740 669 1171 1837 667 45 0.75 1.26 378 1891 2174 640 1534 1837 303 50 D.83 0.86 257 2148 2470 791 1759 1837 79 56 0.92 0.43:. 128 2276' 2617 782 18351 .i 1837 2 60 9.00 0.00 0 2276 2617 853 1764 1837 73 POND INFLOW-OUTFLOW ' ~ zSDO - ~ - - . - - __ 2000 , i' - ~- ,+Cummuiative InFlo~ I U 1500 • - ~ ~ i ~ f u1 , ; ` -~ - 1- 1 - f ~-- Percolation Rate j ~ ~ ~ ' ~ 1000 - ~ ~ - - - - --- - Required Storage ~ i ~ 500 ~ _ II f 0 10 20 '30 40 50 60' 7D a TIME (min) ~_- r _ _ _ _ _ --- TIME REQUIRED TO DISSIPATH 100% OF VOLUME: TIME CALCULATION ASSUi1A!"S A DISCHARGE OFFSITE EQUAL TO THE CONTROLLEb RELEASE FLOW OF 0,00 CF5 AND PERCOLATION OVER THE SANI] INFILTRATION BED EQUAL TO 15,00 inlhr TIME = 1.15 hr TIME REQUIRED TO DISSIPATE 90% OF VOLUME: TIME = 1.03 hr F:lprojectManagerslGAL11D-OS-125 • Incline Vitlage110-05-125-~ES1Catculati°ns110.OS-125 Starm_Lalcs.zis Page 12 of 28 9nvzoo6 INCLINE VILLAGE RUN-OFF COEFFICIENT TRENCH N0.4 TOTAL AREA: 3.35 acres DA 7 & 8 TOTAL fMPERVIOUS AREA (STREETS}: 0.41 acres TOTAL SIDEWALK AREA: 0.16 acres TOTAL BUILDABLE LOTS: 14 lots ASSUME: 1600 flz footprint 250 ft2 driveway {footprint ~-driveway}*(total buildable lots} _ ACHD C-FACTORS eQ~ec 25900 ft 0.59 acres ROOFS 0.95 0.51 acres _ 0.49 acres ~~ DRIVES 1 SIDEWALKS 0.85 0.24 acres 0.20 acres STREETS 4.95 0.41 acres 0.39 acres PARK5IYARDS 0.1 2.15 acres 0.22 acres [ v ~ t+~ ,HKCH = 7,:30 acres C-FACTOR = 0.39 USE 0.40 F:IProjectManagerslGAU10.05-1Z5 -Incline Village110-05-125-DF51Calcutatians110-05-125 5torrrt_Catcs.xls Page 13 of 28 9n 2~za4e SEEPAGE TRENCH N0.4 POST'-DEVELOPED FLOW CALCULATIONS -100 YEAR STORM STORM RETURN PERIOD = 100 YEAR BASIN GHARACTERISTIGS BASIN AREA= 2 YEAR 24 HOUR RAINFALL (in}= LOT DISTANGE TOkSTREET= LOT SLOPE TO CURB= MANNING`S n FOR LOT= CURB TYPE (roll, vent}= GUTTER FLOW LENGTH= GUTTER SLOPE= MANNING'S n FOR CURB= PIPE LENGTH= AVERAGE PIPE VELOCITY= RUNOFF GOEFFiCIENT (G} FLOW AND VOLUME CALCULATION RESULT; 1.2 acres DA # 7 8~ 8 159.OD feet 2.00% 0.24 ROLL 474 feet 0.40% 0.016 32 feet 2.04 ft/sec D.aD LOT TRAVEL TIME- 33.8 min. GUTTER TRAVEL TIME= 4.4 min. PIPE TRAVEL TIME= 0.3 min. TOTAL TIME OF GONCENTRATION 38.5 min TOTAL DURATION 60.0 min 100 YEAR STORM INTENSITY (i}= 1.35 inlhr 100 YEAR PEAK FLOW (Q)= 1.81 cfs 400 YEAR VOLUME {from SCS triangular unit hydrograph)= 3,257 cf «,..._.,..W, ~_LAR UfJIT HYURfi~R~tPN~ - _ _. ~___ ,I', Sf.S TRfANGU ~ 0 .-.~_I --.._ ,._.._ Y---- - _ --__._ _ _ 1. ~ ~ ~ -- ff _ _ i I 1.6 ~ -- I - ~ ------- ~ ~ "~'. i. --~-FiJ61 CEl'EL ',PEU FLG'~V .. - - .. ~ a ~ --~-- -- . eta - ---~-- - n - -~ -- -I -- - - - - ~ I o a ~ .. I Ir _ - .... 0_n 1p.6 2U.0 2.0.0 '40,U `;O.U rgO.~J .70.01 F:1ProJectManagerslGAL11D-05•t25 - 3nclSne Village114.45.125-DESICa[culationsVo-05-i25 Storm_Calcs.xls Page 14 of 28 9/12l2pp6 SEERAGE TRENCH SIZING - 700 YEAR STORM i3asin Area 3.35 acres Rock Depth 3 ft Void Volume 40% "G" D.4fl Bed Width 8 R Bed Volume 2618 CF Percolation 8 inlhr Bed Length 228 ft allows for 1 foot freeboard Pipe Size 24 in and 6D% of pipe volume Nd. of Pines 1 Pwrr. Aroma 1A7A f!'~ Duration min Duration hr (~ cis ~ Storm Volume cf Cumm, Volume cf Volume Plus 15% Sediment cf Percofatien cf Trench Volume Required cf Trench Storage Capacity cf Excess Capacity cf 5 0.08 0.24 71 71 81 101 - 2618 - 10 0,17 0.47 141 212 243 203 41 2618 2578 15 0,25 0.71 212 423 487 304 183 2618 2436 20 0.33 0.94 282 706 811 405 406 2618 2212 25 0.42 1.18 353 1058 1217 507 710 2618 1908 30 0.5D 1.41 423 1482 1704 608 1D96 2618 1522 35 0.5B 1.65 494 1976 2272 709 9563 2618 1056 4O 0.67 1.68 504 2480 2852 811 2049 2618 577 45 0.75 1.26 378 2858 3287 912 2375 2618 244 50 0.83 0.84 252 3110 3577 1013 2563 2618 55 S5 ; ; ,.0.92":;; q.42 126"" '- 3236. 3721" 1115 2607:'::. :.2618" 12: 60 1.00 D.00 0 3236 3721 1216 2505 2618 913 ~ - - - -- ~ 0 10 20 30 40 50 60 70 s `TIME [minj TIME REQUIRED T© DISSIPATE 1l]0% OF VOLUME: TIME CALCULATION ASSUMES A DISCHARGE OFFSITE EQUAL TO THE CONTROLLED RELEASE FLOW OF 0.00 CFS AND PERCOLATION OVER THE SAND INFiLTRAT[ON 6ED EQUAL TO 15.00 inlhr TIME = 1.15 hr TfME REQUIRED TO DISSIPATE 9D% OF VOLUME: TIME = 1.03 hr F:1ProjectManagerslGAL110-p5.125 - Encline ViElage110-p5.125-E)ESSCalc~lationsllp-p5-125 Storm Calcs.xls Page 15 of 28 4/12/2006 INCLJNE VILLAGE RUN-OFF' COEFFiClENT TRENCH NO. 5 TOTAL AREA: 5.49 acres DA 9 & 10 TOTAL IMPERVIOUS AREA (STREETS}: 0,41 acres TOTAL SIDEWALK AREA: 0.16 acres TOTAL BUILDABLE LOTS: 14 lots ASSUME: 1600 ff2 footprint 250 ft2 driveway (footprint ~ driveway}*(total buildable lots} _ ACRD C-FACTORS eQ~ec 25900 ft2 0.59 acres A h II ICTG'11 A Ptr A ROOFS 0.95 0.51 acres 0.49 acresw~^ DRIVES 1 SIDEWALKS 0.85 0.24 acres 0.20 acres STREETS 0.95 0.41 acres 0.39 acres PARKSIYARDS 0.1 4.25 acres 0.42 acres 1 u ! HIL HKCH = 1.J7 aGreS C-FACTOR = 0.28 U5E Q.4Q F:1ProjectManagerslGAL11D-05-125 -Incline ViliageV0-05.125-DE51Calculations110-05-125 5torm_Calcs.xis Page 16 of 28 9!12/2006 SEEPAGE TRENCH NO. 5 POST-i7EVE*LOP@iJ FLOW CALCULATIONS -100 YEAR STORM STORM RETURN PERIOD = 100 YEAR BASIN CHARACTERISTICS BASIN AREA= 5.41 acres DA # 9 & 10 2 YEAR 24 HOUR RAINFALL (in}= 1.2 LOT DISTANGE TOcSTREET= 185,00 feet LOT SLOPE 70 GURB= 2.00% MANNING'S n FOR LOT= 0.24 CURB TYPE (roll, vert)= ROLI GUTTER FLOW LENGTH= 545 GUTTER SLOPE= p.4p°j, MANNING'S n FOR CURB= p,pig PIPE LENGTH= 32 AVERAGE PIPE VELOCITY= 2.00 RUNOFF COEFFICIENT (C) FLOW AND VOLUME CALCULATION RESULTS LOT TRAVEL TIME= 38.1 min. GUTTER TRAVEL TIME= 5.1 min. PIPE TRAVEL TIME= 0.3 min. TOTAL TIME OF CONCENTRATION 43.5 min TOTAL DURATION 60.0 min 100 YEAR STORM INTENSITY (i)= 1.23 inlhr 100 YEAR PEAK FLOW (O}= 2.67 cfs F:1Projec[kanagerslGAL110.OS•125 -Incline Vil[age110.OS-125-0ESICalculations110-OS-125 Storm_Cafcs.xis Page 17 of 2fl 9r12rzaae SEEPAGE TRENCH SIZING - 700 YEAR STORM Basin Area 5.41 acres Rock Depth 3 ft Vold Volume 40% "C" 0.40 Bed Width 8 ft Bed Volume 3859 CF Percolation 8 inlhr Bed Length 336 ft allows for 1 fppt freeboard Pipe Slze 24 in and 60% of pipe volume Nn: of Pinar 1 oe~.. ~~~., ~aao ft~ Duration min Duration hr Q cfs Stprm Volume cf Cumm. Volume cf Volume Plus 15% Sediment cf Percolation cf Trench Volume Required cf Trench Storage Capacity cf Excess Capacity cf 5 0.08 0.31 92 92 106 149 - 3859 - 10 0.17 O.fii 184 276 318 299 19 3859 3840 15 0.25 0.92 276 553 636 448 188 3859 3671 20 0,33 1.23 368 921 1059 597 462 3859 3397 25 0.42 1.54 4fi1 1382 1589 747 842 3859 3016 30 0.50 1.84 553 1934 2224 896 1328 3859 2530 35 0.58 2.15 645 2579 2966 1045 1921 3859 1938 40 0.67 2.46 737 3316 3813 1195 2619 3859 1240 45 0,75 2.42 727 4043 4650 1344 3306 3859 553 50 0.83 i.fi2 485 4528 5207 1493 3714 3859 145 55:.! ' 0.92 `: 0.8i 242`:. t: 4771..; 6486.., 1643.:.:: 3844: 3$59;: 15' 60 1.00 0.00 0 4771 5486 1792 3694 3$59 164 POND INFLOW-OUTFLOW TIME REQUIRED TO DISSIPATE 100°/, OF VOLUME: TIME CALCULATION ASSUMES A DISCHARGE OFFSITE EQUAL TO THE CONTROLLED RELEASE FLOW OF 4.00 CFS AND PERCOLATION OVER THE SAND INFILTRATION BED EQUAL TO 15.00 inlhr TIME = 1.15 hr TIME REQUIRED TO DISSIPATE 9p'/° OF VOLUME: TIME = 1.03 hr F:1ProjectManagerslGAL110•DS•125 - incline Village110.05-125-pE5lCalcula[#ans\10-D5-125 Storm Calcs.xls Page 18 of 28 9/12/2005 INCLINE VILLAGE RUN-OFF COEFFICIENT TRENCH N0. 6 TOTAL AREA: 1.22 acres DA 11 & 12 TOTAL IMPERVIOUS AREA {STREETS): 0.24 acres TOTAL SIDEWALK AREA: 0.06 acres TOTAL BUILDABLE LOTS: 2 lots ASSUME: 1600 ft2 footprint 250 ftz driveway {foot~rirtt -~ driveway){total buildabEe lots) ACRD C-FACTORS ~RF~S 3700 ft2 0.08 acres A~1 IIICTCf1 An~A ROOFS 0.95 0.07 acres 0.07 acres DRiVE51 SfDEWALKS 0.85 0.07 acres 0.06 acres STREETS 0.95 0.24 acres 0.23 acres PARKS/YARDS 0.1 0.84 acres 0.08 acres i ~ i H~ Hrctq = o.~a acres C-FACTOR = Q.3fi USE U.4fl F:1ProjectManagerslGAL110-05.125 -Incline Village110-05-125-pESlCalculations110.05-125 Storm_Calcs.xls Page 19 of 28 9l12/2DD6 SEEPAGE TRENCH NO. 6 POST-DEVELOPED FLOW CALCULATIONS - 70Q YEAR STORM STORM RETURN PERIOD = 100 YEAR BASlIJ CWARACTERISTfCS BASIN AREA= 1.22 acres OA # 11 & 12 2 YEAR 24 HOUR RAINFALL (in)= 1.2 LOT DISTANCE TC~ STREET= 130.00 feet LOT SLOPE TO CURB= 2.00% MANNING'S n FOR LOT= 0.24 CURB TYPE (roll, vert)= ROLL GUTTER FLOW LENGTH= 403 feet GUTTER SLOPE= 0.40% MANNING'S n FOR CURB= O.Oi6 PIPE LENGTH= 33 feet AVERAGE PIPE VELOCITY= 2.00 ftlsec RUNOFFCOEFI=fCIENT(C}= ~ 0.40 FLOW ANb VOLUME CALCULATION RESULTS LOT TRAVEL T1ME= 28,7 min, GUTTER TRAVEL TIME= 3.8 min. PIPE TRAVEL TIME= 0.3 min. TOTAL TIME OF CONCENTRATION 32 8 min TOTAL DURATfON 60.0 min 100 YEAR STORM INTENSITY (i}= 1.52 inlhr 100 YEAR PEAK FLOW (Q)= 0.74 cfs F;1ProJectHlanagerslGAL110.OS-125 -Incline Vi31age110-05.925-DE51CaiculatiansN4.OS-125 Starm_Cafcs.xls Page 20 of 26 4!12!2006 SEEPAGE TRENCW 51ZING -1 ~0 YEAR STORIIM Basin Area 1.22 acres Rock Depth 3 ft Void Valume 40°/a "~" 040 ;' Bed Width a tt Bed Volume 1079 CF Percolation 8 inlhr Bed Length 94 0 allows for 1 foot freeboard Pipe 51ze 24 in and 60% of pipe volume No. of Pipes 1 Perc. Area 752 ft` Duration min Duration hr Q cfs Storm Valume cf Cumm. Volume cf Volume Plus 15% Sediment cf Percolation cf Trench Volume Required cf Trench Storage Capacity cf Excess Capacity cf 5 OAB 0.11 34 34 39 42 - 1078 _ 10 0.17 0.23 68 102 117 84 33 1079 1046 15 0.25 0.34 142 203 234 125 109 1079 971 20 0.33 0.45 136 339 390 167 223 1079 857 25 0.42 0.57 170 509 585 209 376 1079 703 30 0.50 0.68 203 712 819 251 568 1079 511 35 0.58 0.68 204 916 1054 292 761 1079 318 40 0.67 0.54 163 1080 1242 334 908 1073 172 45 0.75 0.41 i23 1202 1383 376 1007 1079 73 50 0.$3 0.27 82 1284 1477 418 1 p59 1079 21 55 0.92 0.1~ _. 4"l 1325, 1524 `> 460 1064;': : ib79 i5 , 60 1,00 0.00 0 1325 1524 501 1422 1079 57 POND INFLOW-OUTFLOW TIME REQUIRED TO DISSIPATE 100% OF VOLUME: TIME CALCULATION ASSUMES A DISCHARGE OFFSITE EQUAL TO THE CONTROLLED RELEASE FLOW OF O.DD CF5 AND PERCOLATION OVER THE SANb WFILTRATION BEb EQUAL TO 15.00 inlhr TIME = 1.15 hr TIME REQUIRED TO DISSIPATE 9p% OF VOLUME: TIME = 1.03 hr F:1Prajecul+anagerslGAL110.OS•125 -Incline Village110.OS-125-pE5lCalcala[ions110~05.1 ZS Starm_Cafcs.xls Page 21 of 28 9/12/2006 INCLINE VILLAGE RUN-OFF COEFFICIENT TRENCH NO. 7 TOTAL AREA: 0.93 acres DA 13 & 14 TOTAL IMPERVIOUS AREA (STREETS): 0.11 acres TOTAL SIDEWALK AREA: 0.03 acres TOTAL BUILDABLE LOTS: 1 lots ASSUME: 1600 ftz footprint 250 ftz driveway (faotpril~t + driveway)*(total buildable lots} _ ACRD C-FACTORS AREAS 1$50 ft~ 0.04 acres en_nicr~n eQ~e ROOFS 0.95 0.04 acres 0.03 acres DRIVES 1 SIDEWALKS 0.85 0.04 acres 0.03 acres STREETS 0.95 0.11 acres 0.10 acres PARKS/YARDS 0.1 0.75 acres 0.07 acres i ~ ~ ~~ ~-rctp- = u.z4 acres C-FACTOR = 0.26 USE 0.40 F:1ProjectManagerslGAL110-05-125 -Incline Viilage110.45-125-OES1Calcuiations110.45.125 5torm_Ca[cs.xEs Pale 22 of 28 9112!2006 SEEPAGE TRENCH NO.7 POST-DEVELOI'Ep FLOW CALCULATIONS - 400 YEAR STORM STORM RETURN PERIOD = 100 YEAR BASIN CHARACTERI5TIC5 BASiN ARI=P,= 0.93 acres DA # 13 & 14 2 YEAR 24 HOUR RAINFALL (in)= 1.2 LOT DISTANCE TO"STREET= 169.00 feet LOT SLOPE TO CURB= 2.00% MANNWG'S n FOR LOT= D.24 CURS TYPE (roll, vsrt)= ROLL GUTTER FLOW LENGTH= 131 fast GUTTER SLOPE= 0.4fl% MANNING'S n FOR CURB O.D16 PIPE LENGTH= 33 feet AVERAGE PIPE VELOCITY= 2.00 ftlsec RUNOFF: CO~FFIGIENT {C)= [ D.44 FLOW AND VOLUME CALCULATION RESULTS LOT TRAVEL TIME= 35.5 min. GUTTER TRAVEL TIME= 1.2 min. PIPE TRAVEL TIMI== 0.3 min. TOTAL TIME OF CONCENTRATION 37.0 min TOTAL DURATION 60.D min 100 YEAR STORM INTENSITY (i}= 1.39 inlhr 1 DO YEAR PEAIC FLOW (Q}= 4.52 cfs F:1ProJectManagersVGAL\10.05.125 • Incline Village110.05.125-QE51Calcutations110.O5-125 5tarm_Calts.xfs Page 23 of 28 9~~z~zoob SEEPAGE TRENCH SIZING -1DD YEAR STORM Basin Area 0.93 acres Rock Dep;h 3 ft Vaid Va[ume 40% "C" D 40 s tied Width 8 ft Bed Volume 746 CF Percolation 8 inlhr Bed Length 65 ft allows far 1 foot freeboard Pipe Size 24 in and 60% of pipe volume I1I0.OF PI[7RC 1 Oarrr Aroma F7r! t}L Duration min Duration hr Q cfs ` 5tarm Volume cf Cumm. Volume cf Volume Plus 15% Sediment cf Percolation cf Trench Volume Required cf Trench Storage Capacity cf Excess Capacity cf 5 0.08 0.07 21 21 24 29 - 746 - 10 0.17 0.14 42 63 72 58 15 746 732 15 0.25 0.21 63 126 145 87 58 746 688 20 0.33 D.28 84 21 D 241 116 126 746 621 25 0.42 0.35 105 315 362 144 218 746 529 30 0.50 0.42 126 441 507 173 334 746 413 35 0.58 0.49 147 588 676 202 474 746 273 40 0.67 0.45 135 723 831 231 600 746 147 45 D.75 0.34 101 824 947 260 687 746 59 50 0.$3 0.22 67 891 1025 289 736 746 11 55 0.92 0.1 t' , . 34 925.,: '1063. > 318 746`x: 746 t fi0 1.00 D.00 D 925 1063 347 717 746 30 POND iNi=LOW-OUTFLOW i 1 D00 - ,- ..._. 900 - - ~ - ~ : ~ - ~ __-_ _ t30D ~ -- - .~. - 700 ~ i.., -I -- -- - -I {--~Cummulative Inflow ~ , f ~ 600 ~ ; - -} - ~ -~ ~ --- -! ~-~;-Percolation Rate ~ 500 _ - -- -- _. .. -_ J 4D0 - ' I -- I -- Required Storage ~ .300 - ~ - - - i - ~ ~ ~ -[ ~ '.200 -- r-~-~.~~ ~ ~- f ~ 00 - ~- ~ l n, j 0 10 20 30 4D 50 60 70 TIME (min) TIME REQUIRE!] TO I]1551PATE 100% OF VOLUME: TIME GALCULATION ASSUMES A DISCHARGE OFFSITE EQUAL TO THE CONTROLLED RELF~SE FLOW OF D.00 GF'S AND PERCOLATION OVER THE SANp INFILTRATION BED EQUAL TO 15.00 inlhr TIME = 1.15 hr TIME REQUIRE!} TO DIS5IPATE 9t}% OF VOLUME: TIME = 9.03 hr F:1ProjectManagerslGAL110.OS-sz5 - Incltnevrilage~t0-05-125-DES1[alculaEions~lo•o5•tt5 Storm_Galcs.xls Gage z4 of 28 9/12!2006 SUBAREA CALCIILATION5 DROP INLET CAPACITIES- ('.I IRR = 'F i K rte rrlonrl, ~r rnr..,s ~~ .tit LocaOon TIME OF CONCENTRATION CALCULATfONS CALCULATIONS SUB•BASIN AREA # SUB-BASIN AREA ac LOT DISTANCE 0 LOT SLGPE LOT TRAVEL TIME GUTTER LENGTH % AVERAGE GUTTER SLOPE GUTTER TIME min GUTTER CAPACI cfs TOTAL TIME Tc TOTAL DURATION min 100 yr I O inlhr cfs DA1{CB#7) - 1,64 454.00 OA2 25.9 300 0.40% 3.1 1.72 29A 60.0 1,66 1,D9 DA 2 CS # 21 1.67 174.00 0.02 25.9 2fi8 0.42% 2.9 1.77 28.8 60.0 1.67 1.12 OA3{CB#3} 0.65 t22,Op 0.02 27,3 789 Q40% 2.0 1.72 29.3 60.0 €,fi5 0.43 DA 4 CB # 4 7.78 203.00 0.02 41.1 230 tl.4096 2.4 1.72 43.5 60.fl 1.23 0.88 DA 5 (CB # 5) 7.58 205.00 0.02 47.4 372 0.40% 3.9 f.72 45.3 fi0.0 7.20 0,76 OA6fCB#6 1-06 122.00 0.02 27.3 3tt 0.40% 3.2 7.72 30.6 60.0 7,60 0.68 DA 7 (CB # 7 1.69 459.p0 0.02 33.8 474 q.65% 3.9 2.20 37.7 60.0 1.37 p,93 DA 8 (CB # 8 1.6$ 159.00 0.02 33.6 474 0-65% 3.9 2.20 37.7 60.0 1.37 0.91 DA 9 CB # 9) 2.94 169.00 0.02 35.5 5t5 0.40% 5,4 1.72 40,8 60.0 1.29 1.52 DA 10 CB # 10 2.47 785.00 0.02 38.1 545 0.4p% 5.7 1.72 43.8 60.0 1.23 1.21 DA 11 (CB#11) t:0t 130.00 0.02 28.7 403 0.63% 3.4 2.76 32.1 60.0 1,54 0.62 DA 121G8#12 0.20 146.00 0.02 31.5 t34 0.63% 1,1 2.f6 32.7 6fl.0 1.52 0,72 DA 13 CB # 13) 0.43 169.pp 0.02 35.5 731 2.D0% D.6 3.86 36.1 60.tl 7.42 0.24 DA 14 CB # tA) 0,68 730.00 0.02 28.7 721 2,00% 0.6 3.86 29.3 60.0 7.65 0.45 SAND AND GREASE TRAP SIZING SEDIMENTIGREASE TRAP # 1 SEDIMENTIGREASE TRAPS # 7 DA1&2 NUMBER OF TANKS t DISCHARGE (CFS 2,21 VELOCITY•MAXIMUM IFPS 1.00 REQUIRED THROAT AREAfSF 2.21 TANK SIZE of 1.000 TANK WIDTH ( 4.00 THROAT-WIDTH in 20 VELOCITY•ACTUAL{fps) 0.33 DA3&4 NUMBER OF TANKS 1 DISCHARGE (CFS 1.3t VELOCITY•MrV(IMUM (FPS) t.DD REQUIRED THROATARHA SF 1.31 TANK $€ZE( I 7,000 TANK WIDTH IFT) 4,Op THROAT-WIDTH pn 20 VELOCITY-ACTUAL (fps} 0.20 SEDIMENTIGREASE TRAP # 4 SEDEMENTIGREASETRAPB # 5 DA788 NUMBER QF TANKS 4 DISCHARGE (CFS) 1.84 VELOCITY•MAXIMUM FP$ 1.00 REQUIRED THROAT AREA SF} 1.84 TANK SIZE ( al) 1,OOD TANK WIDTH fFTI 4,p0 THROAT•WIDTH inJ 20 VELOCITY-ACTUAL (fps} 0.29 DA9810 NUMBER OF TANKS 1 DISCNARGE (CFS] 2.73 VELOCITY-MAXIMUM (FPS) 1.00 REQUIRED THROAT AREA (SF} 2.73 TANK SIZE (gal) 4.000 TANK WIDTH (FT A.00 THROAT-WIDTH iR 20 VELOCITY•ACTUAL (fps} 0.41 SEDIMENTIGREASE TRAPS # 7 ~• DA 13 8 t4 NUMBER OF TANKS 1 DISCHARGE (CFS 0.69 VELOCITY-MAXIMUM {FPS 1.00 REQUIRED THROAT AREA(SF) O.fi9 TANK SIZE al 1.000 TANK WIDTH (F q.pp THROAT-WIDTH in) 20 VELOCITY-ACTUAL (fps) 0.10 SEDIMENTIGREASE TRAPS it z DA5d6 NUMBER OF TANKS 1 DISCHARGE CFS) 7.44 VELOCITY-MAXIMUM (FPS) 1.00 REQUIREp THROAT AREA (SF 1.44 TANK SIZE( al i,fl00 TANK WIDTH FT) 4A0 THROAT-WIDTH (In 20 VELOCITY•ACTUAL (fps) 0.22 SEDIMENTIGREASE TRAPS # t; DA £1812 NUMBER OF TANKS 1 DISCHARGE CFS p.75 VELOCITY-MAXIMUM {FPS f.00 REQUIRED THROAT AREA{SF 0.75 TANK SIZE aq 1,000 TANK WIDTH FT q,Op THROAT-WIDTH (in) 2p VELOCITY-ACTUAL(Ipsy 0,11 F:1Pro)ectManagerslGAL1t0.OS•125 • Ixl#ne V#(Iage5t0~05-125•DE55Cal~ula€(ons510A5.125 Storm_Calcz.x[s Page 25 of 2B 9112(2006 PIPE SIZING CALCULATIONS NUMBER qF DRAINAGE AREAS = gq NUMBER OF SAND AND GREASE TRAPS = 7 AVERAGE LOT TRAVEL T[ME = 32.5 min AVERAGE PIPE FLOW VELOCITY = O.SB ftlst;t Location ~ AREA DATA CALCULATIONS PIPE CONTRIB. CURB GUTTER GUTTER PIPE GUTTER PIPE TOTAL Tt]TAL t00 r # AREA ac TYPE (V,R] 4ENGTH ft SLOPE 11 LENGTH fl TIME min TIME min TIM£ Te OURATIO min I iNhr q cis P-7 (TRENCH 5 ta5G t] ~ 3.31 R 300 O,A2% 3 3.1 6.09 35.7 fi0.0 1.43 1.89 P-2 (SG t la CB t 3.31 R 300 11.42% 2 3.1 0.06 35.7 60.0 1.43 1.69 P-3 CB 1 1p CB 2 1.67 R 286 0,40% 39 3.1 1.11 36.7 60,0 1A0 0.93 P-4 {TRENCH 21p SG 2} 2-43 R 230 0.40% 3 2.4 0.99 35.0 69-0 1.45 t.4t P•5 SG 2 Eo CB 3 2,43 R 230 0.40 % 2 2.A O.OS 34-9 6fl.0 7.45 1.41 P-6 (C$ alp C$ 4) 3.7B R 230 0.40% 32 2.4 0.91 35.8 60A 7.42 1.01 P•7 (TRENCH alp SG 3) 2.64 R 372 0.40% 3 3.9 0.09 36.4 60.0 1.Ai 1.48 P-8 SG 3 to CB 5} 2.64 R 372 0.40% 2 3.9 0.06 36.4 60.0 1-41 7.48 P-9 CBS 1p C8 6 1.05 R 311 0.40 % 41 3.9 5.47 37.5 fi0.0 1.38 0.56 P-10 TRENCH 41o SG 4} 3.35 R 47A 0.40% 3 3.9 0.09 35.4 60.0 5.47 1.08 P•11(SG4tpCB7 3,35 R 474 0.65% 2 3.9 O.OS 36,d 60,0 1,41 1.88 P-12 {CB 7 to CB 8 1.66 R 474 0.65% 32 3.9 0.97 37.3 60.0 7.3B 0.92 P-13 RENCH 51p SG 5 5A1 R 545 0.40% 3 5.7 0,00 36.2 60.0 1,36 2.93 P-14 fSG 5 to CB 9 5.47 R 545 0,40% 2 5.7 0.06 36.2 60.0 1.36 2.94 P-15 (CB 9 ta CB 10) 2.47 R 545 0.40 % 34 5.7 O.D7 39.1 60.0 1.33 1.32 P-16 TRENCH 81p SG B 1.21 R 403 0.40% 3 3.4 0.09 35.9 60.0 7,A2 0.69 P-17 ($G 6 to CB 1 S 1.21 R 403 2.00% 2 3.4 0.95 35.9 60.0 1.42 0.69 P-1B (C9 1 t to CB 12 0.20 R 134 2.00% 33 3.4 0,94 36.8 80.9 t,40 0.17 P-19 TRENCH 710 SG 7 4.17 R 731 0.63% 3 0.6 0.09 33.2 60.0 L51 fl.fi7 P•201SG 7 1o CB t3 1.11 R 131 0,04% 2 O.fi 0.06 33,7 60.0 1.57 0.67 P-21 CB 13 Eo CB 14 0.68 R 121 0.00% 32 0.6 0.91 39.0 60.0 1.A6 0.40 F:7PrpjecthAanagerstGA4l10-OS~t25 - lixliae VflEage510.OS-725.OESlCalculatlpns510.05-125 5[prm_Calcs.xls Page 2fi of 28 4112!2006 PIPE HYdRAULIC CALCULATIONS A~#ANNINGS ROUGHNESS CQEFFICIENTS ApS PIPE = 0.009 PVC PIPE = U.010 f:f]NRRFTF PIPE _ !11113 Lacaticn SYSTEM DATA HYDRAULIC GAS,CULATtONS FREEBOARD PIPE! PIPE PiFE PIPE RIM OR PIP!" PIPE HYO WSE 10pYEAR MANHOLE SIZE MANNING LENGTH CORE FLOW VELOCITY SLOPE ELEV STORM # la n 8 ELEV cfs Nsec FROM TRENCH #1 TRENCH 1 2549.20 Wa[er Surface Efev. 254a~20 1.00 P-1 /2 0.0100 3 1.99 2.47 0.17% TO SG 1 SG 3 2549.20 254s.2o 1.00 FROM SG 1 SG 1 2549.20 Water Surface Elav. 2540.20 1.00 P•2 12 0.0100 2 1.89 2.41 0.17% TO CB 1 CBt z549.ia 2549.23 0.93 FROM C81 CB 1 2549.14 Water Surface Elav. 2548.20 0.94 P-3 12 0.0100 39 0.93 4.99 0.04% TO ca 2 ca z 2s4s.99 zs4a.2z 0.87 FRAM TRENCH ill TRENCH 2 2549.80 Water Surtacg Elgv, 2548.80 1.00 P-4 12 0.0100 3 1.41 1.79 0.09% TO SG 2 sc z zs49.eo zsaa.aa 1.00 FROM SG 2 SG 2 2549.90 Water Surface E1gv, 2548.80 1,00 P-5 12 0.0100 2 1,41 1.79 0.09% TO C8 3 CB 3 2549.74 2548.60 0.94 FROM C6 3 C8 3 2549.74 Water Sudace Elev. 2548.60 0.94 P•8 42 6.0300 32 1.01 1,29 0.05% TO CB 4 CB 4 2549.76 2548.92 0.94 FROM TRENCH #3 iRENGH 3 2549-fit Walu r Sudace El av. 2548.fi2 1,00 P-7 12 0.O30D 3 1.4a 1.09 0.10% TO SG 3 SG 3 2549.62 2548.62 1.00 FROM SG 3 SG 3 2549.62 Wafer Surface Elev. 2548,62 1.00 P-8 12 0.0100 2 1.48 1,89 0.30% To ce 5 ca 5 zsa9.5s 254s.sz o.sa FROM CB 5 CB 5 2549.55 Wate r Sudace Elev. 2548.62 0.94 P-9 12 o.oioo a1 oss 0.7a o.02% TO C8 6 CBs 2549-ss 2549.63 1.03 F:lprojgClAlanagerslGAL510-OS-ttS -Incline Vlltage118-OS-125-DEACalculaCion5110-{IS-125 Startn_Catc5.xl5 Page 27 of 28 9/12/2006 FROM TRENCH #4 TRENCH 4 2548.87 Water Surface E lev. 2547.87 5.00 P•10 72 0.0100 3 1.88 2.40 0,16% TO SG 4 SG 4 2548.87 2547.87 1.00 FROM SG 4 SG 4 2548.87 Wat er Surface Elev. 2547.87 1.00 P-11 12 0.0,00 x t.ee 2.40 0.16% Tfl CB 7 cra 7 2548,84 2547,87 0.97 FROMGB7 C97 2548.84 WatersurfacoEfav. 2547.87 0.97 P-12 12 0.6€00 32 0.92 1.17 0.04°6 TO CB B CB 8 2548.85 2547.89 0.96 r FROM TRENCH #5 TRENCH 5 2547.71 Water Surface Elev. 2546.71 1.00 P•13 12 8.0190 3 2.93 3.74 0.40% Tfl SG S SG s 2547.71 254s.7z 0.99 FROM SG S ~ SG 5 2547,71 Water Surface Elev. 2546.71 1.00 ?-14 12 tl.0100 2 2.94 3.74 0.40% Tfl CB 9 CB 9 2547,46 2546.72 0,74 FROM CB 9 CB 9 2547.46 Waf®r surface Elev. 2546.4fi 1.00 P-,5 t2 0.0100 34 1.32 1.68 0,08% Tfl GB 50 CB tp 2547.55 2546.49 1.06 FROM TRENCH #6 TRENCN 6 2546.06 Waler Surfers Elev. 2545.98 1.00 P-ifi 12 0.0100 3 0.69 O.B8 0.92% ra sG s sG fi zsae.os 2545,06 1.00 FROM SG 6 se s zsas.ps wafer serrate Elev. zs4s.os 1.00 P-n tz a.etee 2 O.fi9 ose o.02% TO CB 51 CB €, 2546.00 2545.08 0.94 FROM C$1i CB t, 2546.00 Wale r Surface Elev. 2545.00 1.00 PA8 12 0.0100 33 O.ii 0.14 p-00% ra c$1s cra,x 254s.oe 2sas.pe S.no FROM TRENCH #7 7RENGH 7 2549.12 Water 6ur€ace El ev. 25,8.12 SAO P-19 12 0.0100 3 0.67 0.85 0.02% TO SG 7 SG 7 2549.12 2548.,2 1.00 FROMSG7 sG7 2549.72 waterSurfacaEl ev, 2548.72 1,00 P-28 1z o.ptoo z os7 pss p.o2% TO CB 13 Ca 13 2549.86 2548.12 0.94 FROM CB 13 CB t3 2549.es walar Surface Elev. 2548.06 5.00 P-21 72 O.Of00 32 0.40 Q51 0.0116 TO CB 74 C6 €A 2549.06 2548.06 1.00 F:1ProJedklanagarsLGAL110-05-125 • Incline VillageNO.05.125.OESt[alcula[Ionsltp-05.125 6[orm_Calcs.xls Page 28 at 29 i.~~ .Jfy ~ i ~< J ~ ~ ~ ~ CV ~ * ~ r~ c~ # ff3 ' ~ f K 1 I~ , ~ ~ I l ~;> ~:~ . r ' K 1 ~ ~ ~ -~ -- ~ "` ly ~ I Y I I ' ~ tII * ~ ~ x -K O ~ * x ~ { LT1 x } .. ~-~, o o o a ` '_ s. o ..,, ~; ~, .. ~` ~~ L Q3 ^ LIJ c {~ rv ~ p[, t1. .-a J ~. ~ . Q 7 - v ~ ~ cV ~ .--i ~ ~ ~ C y i u:Li ~ (ti.. p p --~ 1 _. ~ '~ '- O ~ ~ _ ~ +~ (~ O '~ ~I, » ~ ~, ~ a `~ - { } ~ c ` u i ~' ~ a~ ~ Um~ '~ ul 0 ~ C "T" LL f- d r O~ a F rs 0.O ~'' u, u t! r~~; ',u c_ 4 JP',`.{ 1, lhJl :~.1L:" CITY OF erl~rcn 33 E. Idaho Ave. Meridian, ID 83692 Dade D r ~ ~ Applicant , f ~ 1 Address ~ {~, ' '~ ~ ,~.. Phone CAW CWE ~ NAME CN CHECtC IF DIFFEFIENT TWAN APPLICANT /D/~ ~ • ~ I 1 I L~ ~ .Q~s' ~ °z' 3 ~--~ I 1 ~7~~ o~~ I I !~~ Fr-i'1 ~ .~ '..~ . - I I I ~L - , C~ 1 I I i I t 1 1 I I PAYMENT DOES NOT INDICATE ACCEPTANCE OF APPLICATIO r' TAX 1 8 7 9 4 Received lay . ~` TAL 55749 ~~~