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Home My WebLink AboutEstancia Sub No 2 FP 07-005 ) ~ -m!\ \ i ~ClTYOF ~"_" _,_ erzdzan .;; ') DE:~~;~~~~SR~~:CGT~N~:~~ ~~~ g~~~N::R~~AN IO;-\HO 1. f)J - To insure that your comments and recommendations will be considered by ~~8~ the Meridian City Council please submit your comments and recommendations to Meridian City Hall Attn: Will Berg, City Clerk, by: March 13, 2007 Transmittal Date: February 26, 2007 File No.: FP 07 -005 Hearing Date: March 20, 2007 Request: Request for Final Plat approval for 62 single-family residential building lots and 8 common lots on 20.18 acres in an R-8 zone for Estancia Subdivision No 2 MAYOR Tammy de Weerd CITY COUNCIL MEMBERS Keith Bird Joseph W. Borton Charles M. Rountree Shaun Wardle CITY DEPARTMENTS City Attorney/HR 703 Main Street 898-5506 (City Attorney) 898-5503 (HR) Fax 884-8723 By: Estancia Development Location of Property or Project: West of Eagle Road on Amity Road Fire 540 E. Franklin Road 888-1234/ fax 895-0390 Steve Siddoway (no FP) David Mae (no FP) Wendy Newton-Huckabay (No FP) Michael Rohm (No FP) Keith Borup (No FP) Tammy de Weerd, Mayor Charlie Rountree, C/G Joe Borton, G/C Keith Bird, GtC David Zaremba G/C Water Department Sewer Department Sanitary Services (No VAR, VAC, FP) Building Department I Rich Greene Fire Department Police Department City Attorney City Engineer City Planner Parks Department _ Economic Dev. (CUP only) Parks & Recrea tion 11 W. Bower Street 888-3579 / fax 898-5501 Planning 660 E. Watertower Lane Sui te 202 884-5533/ fax 888-6854 Po lice 1401 E. Watertower Lane 888-6678/ fax 846-7366 Public Works 660 E. Watertower Lane Suite 200 898-5500 / fax 898-9551 Building 660 E. Watertower Lane Suite 150 887-2211 / fax 887-1297 Wastewater 3401 N. Ten Mile Road 888-2191 / fax 884-0744 Your Concise Remarks: - Water 2235 N.W. 8th Street 888-5242 / fax 884-1159 Meridian School District (No FP) Meridian Post OffiCe(FPIPP only) Ada County Highway District Ada County Development Services Central District Health Nampa Meridian Irrig. District Settlers Irrig. District Idaho Power CO. (FP,PP,CUP) Qwest (FP/PP only) Intermountain Gas (FP/PP only) Bureau of Reclamation (FP/PP only) Idaho Transportation Dept. (No FP) Ada County Ass. Land Records Downtown Projects: Meridian Development Corp. Historical Preservation Comm. South of RR I SW Meridian: NW Pipeline CITY HALL 33 EAST IDAHO AVENUE MERIDIAN, IDAHO 83642 (208) 888-4433 CITY CLERK - FAX 888-4218 FINANCE & UTILITY BILLING - FAX 887-4813 MAYOR'S OFFICE - FAX 884-81]9 Printed on recycled paper (~ ( He~g Date: Mar~h 20, 2007 File No.: FP-07-005 Project Name: Estancia Subdivision No.2 Request: Final Plat approval for 62 single-family residential building lots and 8 common lots on 20.18 acres in an R-8 zone by Estancia Development, Inc. Location: West of Eagle Road on Amity Road in the SW 'i4 ofT. 3N., R. IE., Section 29. ~bE'.--: ~.(-_.~.:,; '1r-., '<-~__ ~, . _u . '; ',,:,;._ ~ ~. ~ ~ _ ;':4 :t -.: ~'I. _\"} , -- .....,. ~+-l ,,;! Ci t t> ;. ; C. J '- l \, - -, _n lty Cle~k Off: J ...11 ce {.{) ~~~~~~ <:\"'('\ ~p /e';l'y.uJl':;ni1~ _~'':l.CJ~1-~';,J 1:-,,1..11 Planning Department V1/Le I j Of ~ (4) -x"'\ ':> v), .. .~ "~'::'''-'!''~'~8c~~:::>~Y~t~ \'}lJ '~~J~MISSION & COUNCIL REVIEW APPLICATION ~J- _ ~+.. J.... ,.i< Type of Review Requested tcheck all that apply) D Annexation and Zoning D Comprehensive Plan Map Amendment D Comprehensive Plan Text Amendment D Conditional Use Permit D Conditional Use Permit Modification ~ Final Plat D Final Plat Modification D Planned Unit Development D Preliminary Plat D Rezone D Time Extension (Commission or Council) D UDC Text Amendment D Vacation (Council) D Variance D Other File Number(s): STAFF USE ONLY: .q;P-Oi- OOS:- Projectname:~~ gub- No, L. Dat~ filed:~ ,D'lte compl~te~ ?/ILP/trt- ASSIgned Pl~~r:. K.rL S-fttVt~1 f Concurrent files : Previous files: m- tXp- Olf2-, ff-o~ -Oft[ Hearing date: p!2-t>!trt- 0 Commission I>J'Council Applicant Information Applicant name: Estancia Development LLC Applicant address: 701 S. Allen Street Meridian~ Idaho Applicant's interest in property: DOwn D Rent ~ Optioned D Other Phone: 466-3600 Zip: 83642 Owner name: Providence Development Group~ LLC Owner address: 701 S.Allen Street Meridian~ Idaho Zip: 83642 Agent name (e.g., architect, engineer, developer, representative): Ai Lopez Firm name: Bailey Engineering~ Inc Address: 1500 E. Iron Eagle Drive~ Eagle~ Idaho Zip: 83616 Primary contact is: D Applicant DOwner D Agent ~ Other ReDresentative Contact name: Ai Lopez E-mail: ailopez@baileyengineers.com Phone: 938-0013 Fax: 938-0516 Subject Property Information Location/street address: 1323 feet East orE. Amity Road. Assessor's parcel number(s): 1129346700 Township, range, section: T. 3N.~R.IE.. Sec. 29 Current land use: AG Total acreage: 20.18 Current zoning district: R-8 660 E. Watertower Lane, Suite 202 . Meridian, Idaho 83642 Phone: (208) 884-5533 . Facsimile: (208) 888-6678 . Website: www.n1eridiancitv.org 1 Project Description Project/subdivision name: Estancia Sub. No.2 (Formally Cottswold Village) General description of proposed project/request: Final Plat Approval request for 70 lot single family residential Subdivision - 62 buildable: 8 common lots. Proposed zoning district(s): n/a Acres of each zone proposed: 20.18 Type of use proposed (check all that apply): [g] Residential D Commercial D Office D Industrial D Other Amenities provided with this development (if applicable): central park~ picnic shelter~ micropath to ten mile creek Who will own & maintain the pressurized irrigation system in this development?: Nampa Meridian Irrigation Dist. Which irrigation district does this property lie within?: Nampa Meridian Irrigation District Primary irrigation source: Connect to Bellingham PS Secondary: Meridian City Square footage of landscaped areas to be irrigated (If primary or secondary point of connection is City water): 88~ 197 SF Residential Project Summary (if applicable) Number of residential units: N/ A Number of common and/or other lots: 8 Proposed number of dwelling units (for multi-family developments only): f q1- Number of building lots: 62 1 Bedroom: N/ A 2 or more Bedrooms: N/A Minimum square footage ofstructure(s) (exc!. garage): N/A Minimum property size (s.t): 7776 Proposed building height: N/ A Average property size (s.f.): 8894 Gross density (DU/acre-totalland): 3 Percentage of open space provided: 9.90/0 Net density (DU/acre-exc1uding roads & alleys): 4.2 Acreage of open space: 2.02 Percentage of use able open space: 7.9% (See Chapter 3, Article G, for qualified open space) Type of open space provided in acres (i.e., landscaping, public, common, etc): park~micropaths and buffers Type of dwelIing(s) proposed: [g] Single-family D Townhomes D Duplexes D Multi-family Non-residential Project Summary (if applicable) Number of building lots: Other lots: Gross floor area proposed: Existing (if applicable): Hours of operation (days and hours): . ab Ifng height: Percentage of site/project devoted to t e fOIIOW~" II C Landscaping: : Paving: Total number of employe aXIIDum number of employees at anyone time: Number and ages of students/children (if applicable): Seating capacity: Total number of parking spaces provided: Number of compact spaces provided: Authorization Print applicant name: Applicant signature: J/~J Date: D:l-v:J -[) + I 660 E. 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() m U m );! r ls7.. d - "') ( ailey Engineering, Inc. CIVIL ENGINEERINGIPLANNINGICADD DATE: February 02,2007 TO: Meridian City Planning Department 660 Watertower LA Suite 202 Meridian, ID 83642 RE: Narrative for Estancia Sub No.2 (Formally Cottswold Village Sub.) PP-06-044 Dear Mayor and Council: On behalf of Providence Development Group, please accept this request for final plat approval of 62 single family residential lots and eight common lots. This subdivision is located north-side of East Amity Road and 1322.60' east of South Locust Grove Road. . Estancia No.2 is in compliance with the preliminary plat and meets all requirements of conditions. · Estancia No.2 is in conformance with all requirements and provisions of the UDC. . Estancia No.2 is in conformance with acceptable engineering, architectural and surveying practices and local standards. · The approved annexation/rezone ordinance number is 06-1282 If you have any questions or need any additional information, please call Aj Lopez at 938-0013. Sincerely, iff ~~ Aj Lopez Development Services Cc: Providence Development Group, Don Hubble 1500 E. Iron Eagle Drive + Eagle, Idaho 83616 + Tel.: 208-938-0013 + Fax: 208-938-0516 www.baileyengineers.com (- ( 'I.QAHO. . SURVEY. . 'G~OUP .- 1450 Ea,st Watertow~r St. Suite 150 Meridian, Idaho 83642 Pho~e .(208) 846-8570 . . Fax (208) 884-5399 Project No. ~7--O.16 . . . "E~t~ncia S~bdivision No.2 . . January 26, 2007 The West 1/2 of the SE 1/4 .ofthe SW 1/4 o.fSection 29, T.3N., R.lE., B.M., .Ada County, Idaho, more particularly described as follows: COlnmencing at the com~r common to S~ctions 30, 31, 32, aIld the ~aid Secti~n 29, from which the 1/4 comer C~)lnmOll to said Sections 29 and 32 be~s ,South 89043' 50" East, 2645.04 feet; Thence -SautIl 89043'50" Ea~t, 1322.60'feet to the West 1/16 corner, common to tIle Southeast - .. , . . . - - comer ofEstancia Subdivision, as s~e is recorded 9ll Book 97 of Plats at Page 12189, records of Ada County, Iq.~o, said point be~g (he REAL POINT OF BEGINNING. Thence along the East boundary of said subdivision and saiq. boundary extended North 00007'38" West, 1325~Ol feet to the SW -1/16 comer; Thence South 89042'02" East, 665.67 feet to the Northeast comer of said West 1/2 of the SE 1/4 of the SW 1(4; Thence South 00003'54". West, l324.64 f~et to the Southeast comer of said West 1/~ ofth~ ~E 1/4..ofthe SW 1/4; Thence North 89043'50" We~t, 661.2~ feet to the Point of Beginning. Containing 20.18 acres, more pr less. Prepared By: Idaho Survey Group, p~C~ D. 'T~ITY Peugh, PLS Professional Land Surveyors bqA POOR COPy - - - c::::> - C) - ~ - - _T"""I !Z __ (-..I = .....J :J - ....... 0 :E -1S:t <<:C == ('lJ =-,0 ~ISI - ....... - - 0 - - a::: -- a:: - ~ ~ - READ & .~PPROVED ',!\ dk PROVIDENCE DEVELOPMENT GROUP, LLC. SPECL-\L W A RRAN TI' DEED For value received, A. Cherie Dalton as trustee of the A. Cherie Dalton Living Trust, whose address is Post Office Box 140057, Garden City, ldaho 83714, ("GRANTORU), does by these presents GRANT. SELL and COl'fVEY unto Providence Developnlent Group.. an Idaho limited liability company, ,,,hose address is 701 South Allen Streett # 103, Meridian, Idaho 83642 ("GRANTEEIl), that cel1ain real property, together with all improvements located thereon, situated in Ada County. State of Idaho. lnore pmticularly described as follows (the "Propertytl): The West half of the Southeast Quarter of the South\vest Quarter of Section 29, Township 3 North, Range 1 East Boise Meridian. Ada County, Idaho. Except Ditch and Road Rights of Way. CI !>:E <CD- OT-' · Lt) ~~ ~ LLI ~ec:l3 g~CDa u.JNcCu.a a:::""':s2a:: ~ ~.!: I :zce:>53 5e>-Cl~ ~UJ5~o <c~a...u..!!! ~~~~i= SUBJECT TO: (i) all exceptions. restrictions. covenants and reservatIons affeclJng the Property, (ii) taxes and assessments (including1 \vithout limitation, those for irrigation and utilities) for the current tax year, and subsequent years not due and payable on the date hereof, (iii) building and zoning la\\'s, codes.. ordinances and reguJations, (iv) all nlatters of record which affect all or any portion of the Property, and (v) all matters, rights and interests that would be revealed or disclosed by an inspechon or survey of the Property. Except as othenvise provided herein, lhis conveyance is made and accepted AS IS, WHERE IS, WITH ALL FAlJLTS AND DEFECTS, AND GRANTOR SPECIFICALLY DISCLATh1S ALL WARRANTIES OF ANY laND, lNCLUDrNG BUT NOT LIMITED TO ANY WARRANTY OF FITl'iESS FOR A PARTICULAR PURPOSE OR MERCHANT AB ILl T'{ OF THE IMPROVEMENTS. ALL DISCLAIMERS OF WARRANTY SHALL BE CONSTRUED LIBERALLY IN FAVOR OF GRANTOR. GRANTOR hereby binds itself and its Sllccessors to \varrar.~ and defend the title. as against all acts of the GRANTOR herein and no other. subject to the matters above set forth. IN WI~S ':l.REOF, Grantor has hereunto subscribed its name to this instrument this 2-8' day of '1 t.~006. GRANTOR: A. Cherie Dalton Living Trust ~ A. Cherie Dalton, Trustee I STATE OF IDAHO ) A ~ ~ ) SS. County of 111Jl..+ ) ;'} 1'1 "')) "1Alltl.n ""'~.~""f' On this L:rZ- day of jlfl., , in the year of ~l befc:-e me the undersigned.. a ,., " -A''Ai~' .1,1. Notary Public in and for said Stat~. person~lly appeared t\: Cherie Dalton, known or identified to .,.~;:''''~!~~~t~~ me. t~ be the per:s~n whose nilme IS subscnbed to the wlthm msllument as trustee of the A. l~." ". ,.... ',\ Chene Dalton ,LIVing Tnl~t .and acknowJedged to nle lhat she executed the same as such trustee : ~J 0,'1,\1l V .) ...i of the A. Chene Dalton LIVlllg Tnlst. : CJ"~' ~', : : \ ,. V - ~ .. - .ft~\; "/0 i \ .' PU P .....J:r:.'i -:.. ,.' .-. ... J.t..~ .:' ""., .' ~f)" .......... ~.. ..... ~#,r r;1 ~Et:.. (j~. '\ ........ .d. M 'di I...A....... II",,~"" . ,~""" Residing al: In at: en an. \lAl1U '...... My conumsslon expin€ommissiorJ R'Ipirw;: 9-13-2012 ~60 AFFIDAVIT OF LEGAL INTEREST STATE OF IDAHO) ) COUNTY OF ADA) Pro\JLd:enlfJh ~ev: GrDUp I, E. DON b e.. - p 66 , 1DJ cL .(name) rY) e.r L Lc( ~ (city) S. It I fen S-frffj- (address) -:rbO-h n (state) being first duly sworn upon, oath, depose and say: 1 . That I anl the record owner of the property described on the attached, and I grant IllY Aj L;~t~ ~~. /500 E.Ir()rL~~/el ~/eJ~!J ~Esfctn~LCc!Sell. LLG, ;DI S. ai/en 5+. rYjdn/IilJ (name) (address) to sublnit the accolTIpanying application(s) pe11aining to that property. 2. 1 agree to indelllnify, defend and hold the City of Meridian and its elnployees hannless froIn any clailn or liability resulting frOITI any dispute as to the statenlents contained herein or as to the o\vnership of the property which is the subject of the application. 3. ] hereby grant pennission to City of Meridian staff to enter the subject property for the purpose of site inspections related to processing said application(s). I Dated this ~ I day of \1 a.fttL,~v;j-- , 20., ~ 'i ~~<<& (S ignature) SUBSCRIBED AND SWORN to before me the day and year first above ritien. Residing at: !:So \Se.. ~ :t::-d My C0l111nission Expires: q - ~ - gv L ~ o .6~ t=jO , ;:0 -:3 o ..,... . ~-m -0 -("""t- '-< 0" i-+:l .~ .~~. :c.. ..... .. ~ ,. ~ t~:\ ~ . ' ~ ! :;.~)o ~ I ~. . -.Lt- -; .: .~ ~ --c ;p. .' :::: - - ". ~,.,>>!f::~1 i ::, ~ . '.~'~ ~ .~: "'::-t . m ;0 _ 0 9'~_m~ {":: u, ~ (/),'r' C '..c.O " N ." =i =-."'tJ ~ m.:'.:1: ,.' ~~" '~'m :~-:Z, ~. ~ ~ . ': G)' . . <,~~:' ~: ~ -. - .'. '.'. :.'.56 ..' '-;" ,::'~ i.,.. . ".:,'i-"_c: · ,- + ~ - -. u'i:' ' , , - ~:"/;;~~ :'::;'.:' _~~__ , '.. ':0." ~<: <'-,"'. ': <. . ~ . ~~_i.".. ~ _~ _1 _.....f.f _ - ( ~(J /CITYOF "-/YL eiiditin 33 E. Idaho Ave. Meridio'n, 10 83642 '\ ,--Qate Applicant #~ oV / TAX 9982 TOTAL Received By If) ff~?/oa 55748 (~~ PRELIMINARY/FINAL 2/1/2007 ADA COUNTY STREET NAME EVALUATION SUBDIVISION NAME: ESTANCIA SUB NO 2 ~ AGENCY and AGENCY FILE NO: Meridian: PP 05-049 SECTION/ TOWNSHIPI RANGE: 29 3N 1 E DEVELOPER: BAILEY ENGINEERING V 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 and/or previous recorded plat street alignments. THE FOllOWING EXISTING STREET NAMES SHALL APPEAR ON THE PLAT: > E. AMITY RD · ~ . S. LOCUST GROVE RD ' .' THE FOllOWING PROPOSED STREET NAMES ARE APPROVED: .' E. BILBURY ST" ,. · E. BURFORD ST ,r i" . E. DAULBY ST r ,. , S. GRAY LEAF AVE ' I 'S. GRAY LEAF PL- / . S. GREENERY AVE' / >'S. GREENERY PL' ,. · E. LEAF ST' -' . E. MELWOOD ST " / .-> S. RANGEWOOD WA Y t I THE FOLLOWING PROPOSED STREET NAMES ARE DENIED: THE FOllOWING CHANGES OR CORRECTIONS NEED TO BE MADE: NOTE: IF THERE ARE CORRECTIONS AND CHANGES RECOM!\.1ENDED, PLEASE MAKE THESE CHANGES ON THE SUBDIVISION PLAT AND RESUBMIT TO THE COMMITIEE. A FINAL REVIEW WITH NO CHANGES REQUIRED AND THE MATCHING PLAT MUST BE PRESENTED TO THE ADA COUNTY ENGINEER AT TIME OF RECORDING. d ~ ~.;t. '-- C) 7 ~~ Jim Farrens DATE 2. -1-07 Representative \.1 f\ .r~f\ ;(1, f., 1Qy\(l G DATE 41 /0 1 Representative 'Xl. /~O~ATE ;;L- Z -()7 .~, , I Representative 7)~ ~~.., DATE I~! :i;';l - ..j , J t .\ p?-' ~- / Representative I' / } I J!/;I"J ~. )1..J./'", DA T~' . I _ i , ~ @~1-- ADACOUNTYENGThffiER MERIDIAN FIRE DEPARTMENT ADA COUNTY IllGHW A Y DIS. ADA COUNTY SHERIFF Street Approval Sent: ( ailey Engineering,lnc. CIVIL ENGINEERINGIPLANNINGICADD STORM" DRAINAGE CALCULATIONS FOR: ESTANCIA SUBDIVISION NO.2 PROJECT NO: C26081 DATE: 01/25/07 OWNER: PROVIDENCE DEVELOPMENT GROUP HUBBLE HOMES 701 S. ALLEN ST. SUITE 104 MERIDIAN~ IDAHO 83616 -1500 E. Iron Eagle Drive + Eagle, Idaho 83616 . Tel.: 208-938-0013 . Fax: 208-938-0516 www.baileyengineers.com (-~ ( PROJECT: ESTANCIA SUBDIVISION NO.2 PROJECT #: C26081 DATE: 01/25/07 Assumptions for calculations: Intensity25 = 1.4 in/hr IntensitY100 = 1.9 in/hr C = 0.50 1 DO-year Peak Flow = C * I * A ft3/sec Runoff Volume = Area of Hydrograph (0.5*Base*Height) = 0.5 * 1 hr storm{3600sec) * (Peak Flow) Drainage Area (fe). Drain Area #1 .. 143,393 Drain Area #2 68,735 Drain Area #3 23,200 Drain Area #4 43,883 Drain Area #5 22. 115 Drain Area #6 44,895 Drain Area #7 40,667 Drain Area #8 88,603 Drain Area #9 41,909 Drain Area #10 32,356 for 1-hour storm wi Tc=22.5 minutes for 1-hour storm wi Tc=22.5 minutes for residential subdivision C-value 0.50 0.50 0.50 0.50 0.50 0.50 0.50 0.50 0.50 0.50 CB 100-y Flow efs 3.13. 1.50 0.51 0.96 0.48 0.98 0.89 1.93 0.91 0.71 Seepage Trench #1 DA #1 &3 Drainage Area = 166,593 tr Runoff Volume = 6540 ft3 15% Sediment Storage = 981 ft3 Storage Volume Required = 7521 fe Void Ratio = 40 % Percolation Rate = 8 in/hr Trench Width = 15 ft Trench Depth = 6 ft Storage/ft = Void Ratio * Depth -1 * Width = 30 tr Sidewall Perclft = Depth-1 * 2/3 * 2sides * Perc Rate = 4.4 tr EndwalJ Pere = Sidewall Pere * Width = 66.7 fe L th R . d Storage Volume - Endwall Pere eng equlre = Storage/ft + Sidewall Perclft = 216 ft Sand & Grease Trap #1 Size = 1000 gallon Baffle Separation = 20 in Inside Width = 48 in Th roat Area = Baffle * Width = 6.67 tr Velocity = (C value * Intensity25-yr * Drainage Area) J Throat Area = 0.51 ft/sec DRAIN TIME TrencD Volume = Percolation Rate = 900/0 Infiltration Time = 7520.78 ft3 8.00 in/hr 90% of V1 00 Pere Rate*Trench Area = 3.13 hours Less than 24 hours ok BAILEY ENGINEERING, INC. 1500 E. Iron Eagle Dr. Eagle, 10 83616 (208) 938-0013 Appendix A4-1 ( ( " PROJECT: ESTANCIA SUBDIVISION NO.2 PROJECT #: C26081 DATE: 01/25/07 Seepage Trench #2 DA 2,4&5 Drainage Area =1 Runoff Volume :: 150/0 Sediment Storage = Storage Volume Required = Void Ratio = Percolation Rate :: Trench Width = T~ench Depth =:= St9rage/ft = 134,7331ff 5289 fe 793 ft3 6082 ft3 40 o;/c. 8 i n/h r 12 ft 5.5 ft :: 21.6 1f Sidewall Perclft:: Depth-1 * 2/3 * 2sides * Pere Rate 4.0 ff Endwall Pere = Sidewall Pere * Width = 48.0 ft3 L th R . d Storage Volume - Endwall Perc eng equlre:: Storage/ft + Sidewall Perc/ft 236 ft Sand & Grease Trap #2 Size = 1500 gallon Baffle Separation:: 20 in Inside Width:: 60 in Throat Area:: Baffle * Width :: 8.33 tr Velocity :: (C value * Intensity25-yr * Drainage Area) 1 Throat Area 0.17 ftlsec DRAIN TIME Trench Volume :: Percolation Rate :: 90% Infiltration Time = 6082.47 ft3 8.00 in/hr 90% of V1 00 Pere Rate*Trench Area = 2.90 hours Less than 24 hours ok BAILEY ENGINEERING, INC. 1500 E. Iron Eagle Dr. Eagle, 10 83616 (208) 938-0013 Appendix A4-2 (f PROJECT: ESTANCIA SUBDIVISION NO.2 PROJECT #: C26081 DATE: 01/25/07 Seepage'Trench #3 DA 6 & 7 Drainage Area =1 Runoff Volume = 150;b Sediment Storage = Storage Volume Required = Void Ratio = Percolation Rate = Trench Width = ~ re~ch Depth = Storage/ft = 85,5621ft2 3359 ft3 504 fe 3863 fe 40 % 8 i n/h r 12' ft 4 ft . - 14.4 ff Sidewall Perclft = Depth-1 * 2/3 * 2sides * Perc Rate 2.7 1f Endwall Perc = Sidewall Perc * Width = 32.0 fe L th R . d Storage Volume - Endwall Perc eng equlre - Storage/ft + Sidewall Perclft 224 ft Sand & Grease Trap #3 Size = 1500 gallon Baffle Separation = 20 in Inside Width = 60 in Throat Area = Baffle * Width = 8.33 1f Velocity = (C value * Intensity25-yr * Drainage Area) I Throat Area 0.00 ftlsec DRAIN TIME Trench Volume = Percolation Rate = 90o,ic> Infiltration Time = 3862.66 ft3 8.00 in/hr 900/0 of V1 00 Perc Rate*Trench Area = 1.94 hours Less than 24 hours ok BAILEY ENGINEERING, INC. 1500 E. Iron Eagle Dr. Eagle, ID 83616 (208) 938-0013 Appendix A4-3 ( PROJECT: ESTANCIA SUBDIVISION NO.2 PROJECT #: C26081 DATE: 01/25/07 Seepage Trench #4 DA #8 Drainage Area = 88,603 ft2 Runoff Vo'lume = 3478 ft3 150k Sediment Storage = 522 ft3 Storage Volume Required = 4000 ft3 Void Ratio = 40 % Percolation Rate = 8 in/hr Trench Width = 23 ft Tre.nc;h Depth = . 5 ft Storage/ft = . Void Ratio * Depth -:1 * Width. = 36.8 1f Sidewall Perc/ft = Depth-1 * 2/3 * 2sides * Pere Rate = 3.6 ft2 Endwall Pere = Sidewall Pere * Width 81.8 ft3. L th R . d Storage Volume - Endwall Perc eng equlre = Storage/ft + Sidewall Perc/ft 97 ft Sand & Grease Trap #4 Size = 1000 gallon Baffle Separation = 20 in Inside Width = 48 in Throat Area = Baffle * Width = 6.67 1f Velocity = (C value * Intensity25-yr * Drainage Area) I Throat Area = #VALUEI fUsee DRAIN TIME Trench Volume = Percolation Rate = 90% Infiltration Time = 3999.95 ft3 8.00 in/hr 90% of V1 00 Perc Rate*Trench Area = 2.42 hours Less than 24 hours ok BAILEY ENGINEERING. INC. 1500 E. Iron Eagle Dr. Eagle, 10 83616 (208) 938-0013 Appendix A4-4 ( PROJECT: ESTANCIA SUBDIVISION NO.2 PROJECT #: C26081 DATE: 01/25/07 Assumptions for calculations: IntensitY25;:: 1.4 in/hr IntensitY100 = 1.9 in/hr C = 0.50 1 DO-year Peak Flow = C * I * A fe/see Runoff Volume = Area of Hydrograph (0.5*Base*Height) = 0.5 * 1 hr storm(3600sec) * (Peak Flow) for 1-hour storm wi T c=22.5 minutes for 1-hour storm wi Tc=22.5 minutes for residential subdivision Drainage CB 100-y Area (fe) C-value Flow( cfs Drain .Area #1 .1.43,393 0.50 3.13 Drain Area ,#2 68,735 0.50 1.50 Drain Area #3 23,200 0.50 0.51 Drain Area #4 43,883 0.50 0.96 Drain Area #5 22,115 0.50 0.48 Drain Area #6 44,895 0.50 0.98 Drain Area #7 40,667 0.50 0.89 Drain Area #8 88,603 0.50 1.93 Drain Area #9 41,909 0.50 0.91 Drain Area #1 0 32,356 0.50 0.71 Seepage Trench #1 DA #1 &3 Drainage Area;:: 166,593 1f Runoff Volume;:: 6540 fe 150/0 Sediment Storage ;:: 981 fe Storage Volume Required = 7521 fe Void Ratio = 40 % Percolation Rate = 8 in/hr Trench Width = 15 ft Trench Depth = 6 ft Storage/ft = Vaid Ratio * Depth -1 * Width = 30 if Sidewall Perclft = Oepth-1 * 2/3 * 2sides * Perc Rate = 4.4 1f Endwall Perc = Sidewall Perc * Width = 66.7 fe L th R . d Storage Volume - Endwall Perc eng equJre = Storage/ft + Sidewall Perclft = 216 ft Sand & Grease Trap #1 Size;:: 1000 gallon Baffle Separation;:: 20 in Inside Width = 48 in Throat Area = Baffle'" Width = 6.67 1f Velocity = (C value * Intensity25-yr * Drainage Area) I Throat Area 0.51 ft/sec DRAIN TIME Trench Volume = Percolation Rate ;:: 90010 Infiltration Time = 7520.78 ft3 8.00 in/hr 900/0 of V1 00 Perc Rate*Trenc~ Area = 3.13 hours Less than 24 hours ok BAILEY ENGINEERING, INC. 1500 E. Iron Eagle Dr. Eagle, 10 83616 (208) 938-0013 Appendix A4-1 ( PROJECT: ESTANCIA SUBDIVISION NO.2 PROJECT#: C26081 DATE: 01/25/07 Seepage Trench #2 DA 2,4&5 Drainage Area = I Runoff Volume = 150/0 Sediment Storage = Storage Volume Required = Void Ratio = Percolation Rate = Trench Width = Trench Depth = . Storage/ft = 134,7331fe 5289 ft3 793 fe 6082 fe 40 % . 8 in/hr 12 ft 5.5 ft = 21.6 fe Sidewall Perclft = Depth-1 * 2/3 * 2sides * Pere Rate = 4.0 te Endwall Pere = Sidewall Pere * Width = 48.0 fe L th R . d Storage Volume - Endwall Pere eng equlre = Storage/ft + Sidewall Perclft 236 ft Sand & Grease Trap #2 Size = 1500 gallon Baffle Separation = 20 in Inside Width = 60 in Th roat Area = Baffle * Width = 8.33 te Velocity = (C value * Inte-n-sity25-yr * Drainage- Area) l Throat Area - 0.17 ftlsec DRAIN TIME Trench Volume = Percolation Rate = 900/0 Infiltration .Time = 6082.47 ft3 8.00 in/hr 90% of V1 00 Pere Rate*Trench Area = 2.90 hours Less than 24 hours ok BAilEY ENGINEERING, INC. 1500 E. Iron Eagle Dr. Eagle, ID 83616 (208) 938-0013 Appendix A4-2 ( ( PROJECT: ESTANCIA SUBDIVISION NO.2 PROJECT#: C26081 DATE: 01/25/07 Seepage Trench #3 DA 6 & 7 Drainage Area =1 Runoff Volume = 15% Sediment Storage = Storage Volume Required = Void Ratio = Percolation Rate = Trench Width = Trench Depth = . . Storage/ft = 85,5621tr 3359 ft3 504 fe 3863 fe 40 o;b 8 i nth r 12 ft 4ft = 14.4 ft2 . Sidewall Perclft = Depth-1 * 2/3 * 2sides * Pere Rate 2.7 tr Endwall Pere = Sidewall Pere * Width = 32.0 ft3 L th R . d Storage Volume - Endwall Pere eng equlre = Storage/ft + Sidewall Perc/ft 224 ft Sand & Grease Trap #3 Size = 1500 gallon Baffle Separation = 20 in Inside Width = 60 in Throat Area = Baffle * Width = 8.33 ft2 Velocity = (C value * Intensity25-yr * Drainage Area) 1 Throat Area = 0.00 ft/sec DRAIN TIME Trench Volume = Percolation Rate = 900/0 Infiltration Time = 3862.66 ft3 8.00 in/hr 90o;b of V1 00 Pere Rate*Trench Area = 1.94 hours Less than 24 hours ok BAILEY ENGINEERING, INC. 1500 E. Iron Eagle Dr. Eagle, 10 83616 (208) 938-0013 Appendix A4-3 ( PROJECT: ESTANCIA SUBDIVISION NO.2 PROJECT #: C26081 DATE: 01/25/07 Seepage Trench #4 DA #8 Drainage Area = 88,603 ft2 Runoff Volume = 3478 ft3 15% Sediment Storage = 522 ft3 Storage Volume Required = 4000 ft3 Void Ratio = 40 0/0 Percolation Rate = 8 in/hr Trench Width = 23 ft -Trench Depth ~ 5 ft . $torage/ft = Void Ratio * Depth -1 * W-idth . 36.8 ft2 . Sidewall Perclft =' Depth-1 * 2/3 * 2sides * Pere Rate 3.6tr Endwall Pere = Sidewall Pere * Width = 81.8 fe L th R . d Storage Volume - Endwall Pere eng equlre = Storage/ft + Sidewall Pere/ft 97 ft Sand & Grease Trap #4 Size = 1000 gallon Baffle Separation = 20 in Inside Width = 48 in Throat Area = Baffle * Width = 6.67 fe Velocity = (C value * Intensity25-yr * Drainage Area) / Throat Area = #VALUE! fUsee DRAIN TIME Trench Volume = Percolation Rate = 900/0 Infiltration Time = 3999.95 ft3' 8.00 in/hr 90% of V1 00 Pere Rate*Treneh Area = 2.42 hours Less than 24 hours ok Seepage Trench #5 DA #9&10 Drainage Area = 74,265 tr Runoff Volume = 2915 fe 150/0 Sediment Storage = 437 ft3 Storage Volume Required = 3353 fe Void Ratio = 40 % Percolation Rate = 8 in/hr Trench Width = 12 ft Trench Depth = 5 ft Storage/ft = Void Ratio * Depth -1 * Width = 19.2 tf Sidewall Perclft '= Depth-1 * 2/3 * 2sides * Pere Rate = 3.6 W Endwall Pere = Sidewall Pere * Width = 42.7 ft3 L th R . d' Storage Volume - Endwall Perc eng eqUlre = Storage/ft + Sidewall Perc/ft 145 ft BAILEY ENGINEERING, INC. 1500 E. Iron Eagle Dr. Eagle, ID 83616 (208) 938-0013 Appendix A4-4 ( PROJECT: ESTANCIA SUBDIVISION NO.2 PROJECT #: C26081 DATE: 01/25/07 Sand & Grease Trap #4 Size = 1000 gallon Baffle Separation = 20 in Inside Width = 48 in Throat Area = Baffle * Width 6.67 ft2 Velocity = (C value * Intensity25-yr * Drainage Area) / Throat Area = 0.00 ftlsec . DRAIN TIME Trench Volume = Percolatio"n "Rate = . 90010 Infiltration Time = 3352.67 ft3 .8.00 in/hr 900;'0 of V1 00 Perc Rate*Trench Area = 2.59 hours Less than 24 hours ok BAILEY ENGINEERING, INC. 1500 E. Iron Eagle Dr. Eagle, 10 83616 (208) 938-0013 Appendix A4-5 Associated EartC .. ~ Sciences, Inc. (. Storm Drain Test Hole Description & Evaluation Date Of Evaluation: 3/2/2005 Evaluated by: Harley Noe, Professional Soil Scientist Requested By: Cherie Dalton Address: 10210 Whispering Cliffs Phone: 672-1945 City: Boise State: 10 Zip: 83704 Legal Desc: West 1/2 of Southeast 1/4 of Southwest 1 /4 Secti~D 29, Township 3 North, Range 1 East, Boise Meridian, Ada County, Idaho General Desc: 1/4 mile east of Locust Grove Road on North side of Amity Road Dep~h Color Texture Clay O/~ Roots Mottles Est. Permeability Comments (inches) (in/hr) Hole Number & Location: TH 1 -05 5129 common very fine, o to 1 0 1 OYR 3/4 silt loam 24 to 26 fine & medium none 0.5 to 1.0 very friable moist 1 0 to 17 1 OYR 4/3 silty clay loam 32 to 35 few very fine & fine none 0.2 to 0.6 friable moist 17 to 29 1 OYR 4/4 silt loam 22 to 24 few very fine & fine none 0.5 to 1.0 friable moist 10YR 3/4 & loam; difficult to few very fine, fine & very firm blocks moist; moderately 29 to 46 1 OYR 6/4 textu re 12 to 15 medium none 1 to 2 dense in place 10YR 7/3 & 46 to 55 1 OYR 4/4 strongly cemented hardpan none none 0.5 to 1.0 moderately fractured extremely gravelly 55 to 144 variegated sand <3 none none readable 15 to 20+ 10% cobbles variegated to very gravelly loamy faint 10% 144 to 180+ 1 OYR 5/6 sand 5 to 8 none 7.5YR 5/8 1 0 to 15 friable moist; nearly saturated General Notes: Slope o to 1 percent. No free water in pit to 15 feet. Saturated below 14 feet. Hole Number & Location: TH2-05 5130 common very tine & o to 13 10YR 3/2 silt loam 14 to 16 fine; few medium none 1 to 2 very friable moist 13 to 25 1 OYR 4/3 silty clay loam 30 to 32 few very fine & fine none 0.2 to 0.6 friable moist 10YR 7/4 & 25 to 45 1 OYR 3/4 loam 12 to 14 few very tine & fine nqne 1 to 2 very firm moist; difficult to texture 45 to 58 10YR 4/3 loam 1 0 to 12 none none 1 to 2 firm moist 58 to 80 variegated sand <2 none none 15 to 20 nearly loose in place none readable 80 to 144+ variegated very gravelly sand <3 none in sands 15 to 20 some pockets of gleyed finer soil . General Notes: Slope o to 1. Free water in pit @ 102 inches. (' ailey Engineering,lnc. CIVIL ENGINEERINGIPLANNINGICADD DA TE: February 2, 2007 TO: . . . . . . . Meridian Publi~ Works Department 660 E. Watertower, Suite 200 Meridian, Idaho 83642 RE: Estancia No.2 Subdivision (Formally Cottswold Village) To Whom It May Concern: This letter is to certify that all street finish centerline elevations in Estancia No.2 Subdivision are set a minimmn of three feet above the highest established normal groundwater elevation. If more is needed, please so not hesitate to call me. Sincerely Chad S. Kinkela, P.E. Bailey Engineering Inc. 1500 E. Iron Eagle Drive + Eagle, Idaho 83616 + Tel.: 208-938-0013 + Fax: 208-938-0516 www.baileyengineers.com