The URL can be used to link to this page

Home My WebLink AboutCity Clerk ChecklistCITY CLERK FILE CHECKLIST Project Name: Estancia Subdivision No 2 File No. Contact Name: Aj Lopez Phone: Date Received from Planning and Zoning Department: Planning and Zoning Level: ❑ Transmittals to agencies and others: ❑ Notice to newspaper with publish dates: ❑ Certifieds to property owners: FP 07-005 938-0013 Hearing Date: N/A ❑ Planning and Zoning Commission Recommendation: Notes: City Council Level: 0 Transmittals to agencies and others: ❑ Notice to newspaper with publish dates: ❑ Certifieds to property owners: and ❑ Approve ❑ Deny Hearing Date: March 20, 2007 February 26, 2007 ❑ City Council Action: ❑ Approve ❑ Findings / Conclusions / Order received from attorney on: Findings / Conclusions / Order: ❑ Approved by Council: ❑ Copies Disbursed: ❑ Findings Recorded Development Agreement: ❑ Sent for signatures: ❑ Signed by all parties: ❑ Approved by Council: ❑ Recorded: ❑ Copies Disbursed: Ordinance No. ❑ Approved by Council: Resolution No. ❑ Recorded: Deadline: 10 days ❑ Published in newspaper: ❑ Copies Disbursed: Notes: and ❑ Deny R—k*W.: Onginal Res, Copy Cent Mira book Copy Ras Copy Cert: City Cbrk City Eneer gn City Me— aty ARom9y SYadog Cod Aere Pto, c Flle Deputy Clerk Copy Res, Original Cert. AAe Cou'M (CPAs) Appfioat (m-CPAs) P—rdW Ordln� is 0, goal Mintebook Copies to City Clear State Ta Comm State Treasfaer, AlrGtor, Assessor Sterling Cod Mere City Altomey ON Engneer Clty Pill — Project Appkar4 (if appl. ) Depty Clark FlnMrprr, Ord— Onginal. Min tebook Coplas to Appli—1, Projed file City Engneer City Planner City Aftomey Deputy Clark R..d VKRkm Fk4nps " ,t.,-d.d D—loPmem Agee m: Ongnm Firepmof Flia Copies 0 A➢Wcart Project file "y Engineer Clfy Plamer City ARomey Dop* Clerk C��C_' ITY OF, Yl�l�.n T- TRANSMITTALS TO AGENCIES FOR COMMENTS ON w DEVELOPMENT PROJECTS WITH THE CITY OF MERIDIAN IDAHO To insure that your comments and recommendations will be considered by r!_�t °i4� Tl2EASliRE V "' SINCE 190E the Meridian City Council please submit your MAYOR comments and recommendations to Meridian City Hall 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 Fire 540 E. Franklin Road 888-1234/fax 895-0390 Parks & Recreation 11 W. Bower Street 888-3579/fax 898-5501 Planning 660 E. Watertower Lane Suite 202 884-5533 / fax 888-6854 Police 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 - Water 2235 N.W. 8th Street 888-5242/fax 884-1159 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 By: Estancia Development Location of Property or Project: West of Eagle Road on Amity Road Steve Siddoway (no FP) David Moe (no FP) Wendy Newton-Huckabay (No FP) Michael Rohm (No FP) Keith Borup (No FP) Tammy de Weerd, Mayor Charlie Rountree, C/C Joe Borton, C/C Keith Bird, C/C David Zaremba C/C Water Department Sewer Department Sanitary Services (No VAR, VAC, FP) Building Department / Rich Greene Fire Department Police Department City Attorney City Engineer City Planner Parks Department Economic Dev. (CUP only) Vnl Ir (`nnricc RamarkS' Meridian School District (No FP) Meridian Post Office(FP/PP 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 / SW Meridian: NW Pipeline CITY FALL 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 884-8119 Printed on recycled paper OM Hearing Date: March 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 1/4 of T. 3N., R. IE., Section 29. City Clerk Office Cil'Y OF 1 IDAH0 .j?, Ck ®� `1 T Type of Review Requested (check all that apply) ❑ Annexation and Zoning ❑ Comprehensive Plan Map Amendment ❑ Comprehensive Plan Text Amendment ❑ Conditional Use Permit ❑ Conditional Use Permit Modification ® Final Plat ❑ Final Plat Modification ❑ Planned Unit Development ❑ Preliminary Plat ❑ Rezone ❑ Time Extension (Commission or Council) ❑ UDC Text Amendment ❑ Vacation (Council) ❑ Variance ❑ Other Applicant Information Planning Department SION & COUNCIL REVIEW APPLICATION STAFF USE ONLY: p File Number(s): 'T T —0-7- 6199- Project name: C%t f�i / " to 0 2 Date filed: U Date ,complete: /� Assigned Planner: , 57 �( �� ( Concurrent files: Previous files: rl -' 0 P ` 04Z Hearing date: ❑ Commission �K Council Applicant name: Estancia Development, LLC Phone: 466-3600 Applicant address: 701 S. Allen Street, Meridian, Idaho Zip: 83642 Applicant's interest in property: ❑ Own ❑ Rent ® Optioned ❑ Other 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: ❑ Applicant ❑ Owner ❑ Agent ® Other Representative Contact name: Aj Lopez Phone: 938-0013 E-mail: ailopez@baileyengineers.com Fax: 938-0516 Subject Property Information Location/street address: 1323 feet East of E. Amity Road. Assessor's parcel number(s): 1129346700 Township, range, section: T. 3N.,R.IE., Sec. 29 Total acreage: 20.18 Current land use: AG Current zoning district: R-8 660 E. Watertower Lane, Suite 202 • Meridian, Idaho 83642 Phone: (208) 884-5533 • Facsimile: (208) 888-6678 • Website: www.meridiancitv.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): ® Residential ❑ Commercial ❑ Office ❑ Industrial ❑ 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 (17— Number of building lots: 62 Number of common and/or other lots: Proposed number of dwelling units (for multi -family developments only): 1 Bedroom: N/A 2 or more Bedrooms: Minimum square footage of structure(s) (excl. garage): N/A Proposed building height: N/A Minimum property size (s.f): 7776 Average property size (s.f.): 8894 Gross density (DU/acre-total land): 3 Net density (DU/acre-excluding roads & alleys): 4.2 Percentage of open space provided: 9.9% Acreage of open space: 2.02 Percentage of useable 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 dwelling(s) proposed: ® Single-family ❑ Townhomes ❑ Duplexes ❑ 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): �ng height: Percentage of site/project devoted to t e followi ' Landscaping: Paving: Total number of employe "aximuni number of employees at any one 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: Date: Gi 660 E. Watertower Lane, Suite 202 • Meridian, Idaho 83642 Phone: (208) 884-5533 • Facsimile: (208) 888-6678 • Website: www.meridiancity.org 2 T7 16AI c co 4■ ■ O ■ ■ 1 CA ti F ' n■� � . m'zi- Av' 100 R y a oso�o�¢¢oU�l' Uo F o yq o 0 UI� - C p C Z d s � a I s fill g 1I1 i 11� lip, •. I.1l s T� pppee -0lnc� S. LOCUST GROVE ROAD n�lm H� C� o�A m O I' m> Si u O NQ v q ZO ZD FIB 2, 1; D °f N00'07'38"W m12 1325.01' ? - ----o— --- —_' __ CI tj 02 W AO to rn V m W x P I "O e O 0 p I _ — — '-Id 3V33 AV89 S -�- -__ 3AV JV31 AV80 S —------------------- U N "1 m rn bl l� m 0 I , I _ I ;y o �C m 0� N USN O� D N P W I IN z j=Ij o>0 FI O J I In J U 1 �m IN I NJ (D III in1� aay Asa p 00 AVM OOOM30NV8 'S _ A—■ _—_ m-+o o 1 x Im m W Q V s ` 5 AtlM DOOM ON3 18 m 0 m o I 1 I P y I J m Iv = W m D W x 3A%1 8 N3380 - —SV -d —A83N3380 0 - I N� M b = —T� M S 9 �� Ian P Om F IO O_ I o z 1-4�ii O U m V O� b _ 1N�1 Z O S00'03'S4"W �13: 1324.64' D �I o m Z A N\d D O L a IA vl 0 0�I _ C`1 f m `°p 1_sn m 2 Z rZ 00 O D _ O 0 o 0 32f �� o • ®®�Q I I I i 8" a 3$' '.3' - go =p83. o°s"o XX� frTi F c@ogn 3y i$3 Ro � _ i g _ _ 3�3_a�m '2 c �o� PROF - o m"' 3 3 39q a- 3 - - sne 3° 5 d 4 F�Jj 3 03 e� - _. \ 3 ' i _ n s3 - 3 _ u c 3 ° `•d g '•60,y�y0 3 - - 9 _ _ 5 ,°^� e - - o ao>3na a 0 3 m o a a � a ZOZ ,tS'L�l _ _ _ Z9'fZi 10'(SEE NOTE 9) J u 3.8[,C4005 3.Bf,LQ009 3.ef.L4009 .00'001 U - — S GRAY LEAF AVE. ' 8-� LJ .[L'l9 r — — ,0(YL ,f9'OS 25' 25' I I I I !ql 0 to I I§^ I I 25' f E I I _ I of 8N 8w Im (---100.00- —� m I -J LXVE--4 J L - - - - � ul to l0'SL 1[ mgl O r--.Cc 1-- 00'94 I Noo'lava•E-1ao.aB'� elmrm 81 � 18gi � 1. (N0018'48'E-100.00' li < 3.8C.L4005— J 3.BC,L — I I Iti � y r—NWnn8m8'E—i 1 I I--.CS'fOI--J —`+' ib �A`• N00'OI'09'E _ _N00'04'09'E N00'0_4 09'E _N S% 193./0' ry56., .- .S c —,,Z., ee -. �. 115.01' rn 0 � o ,m nz o rn o� rn y rn O N O U S C+1 rn ti N 0 LN p b 2 - ^ 2c O • i _� �z $ T o Z PRG�FS � O Ate~ yj1811 9� Sy .7 1mi1 m nmi mG G1 � 0� o i A i Z m a�o • U 1 1-,� r 5 I 0 CA LoZ w 3.6C-[0.005 3,Bf,L0.009 S. GRAY LEAF PL--_---_- U .Ss6L ,00'09 ,fL'L9- L) ,01'GB nl O I� e I� I L-N00'IB'48-E- -) LN3-6f,Lo I - 6CO ti'911 0 j m - I N00'18 46 E 100.00 o - 00 G01 - —� z9.W 107.00 „� 80078'10'W 206.00'.... a.._. gr L/9 a .n_ u� S. RANCEWOODm' P WAY ,Ifixsl 3,fif.L°oo6 (� J IN00'I e'4B'E-100.00' ` ,$Q�p' 'jp�o 100.00 z N' X� -0� 2.84' 0S0I93 eta S9 - ZG i.. 9ti NOlG'10'E-99.72'l m VS: I r— 3.6[.CQ00 8 I Q �N 81 e If i I I I I I I I � ISN + Q;I O to kl .` I I OL-No I I l 018'48'E-J a j u i-N00'18'10'E-J 25' Im25' ^m'-i u U N U H I` 25' 25' 'O- I fLy� JI 78.00' ) � 76.00' !I i N0091 09'E 0 In �o :rn m z o om O1 m � o N 0 0 D Fn 0J z 0 /�C58 4.0' 74.10' 7 1O.1_90_ ' 240JJ.21 o ga mu JL____J L_J J L_4 ._ S0003S4'W _ 1 xB _JWI ai' —' No NIPPON MISS. 0 (A 03 z O N i i x$R �'vf bpb� 5'6b a � 44'"'4! ____ vrN4r4v�4 fAF�FFZ 4P4 X' 333 e nasaee ppa n ra y I r I )6ailey 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, rJ 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 DA H O 1450 East Watertower St, SURVEY Suite 150 GROUP Meridian, Idaho 83642 Phone (208) 846-8570 Fax (208) 884-5399 Project No. 07-016 Estancia "Subdivision No. 2 January 26, 2007 The West 1/2 of the SE 1/4 of the SW 1/4 of Section 29, T.3N., R.lE., B,M., Ada County, Idaho, more particularly described as follows: Commencing at the corner common to Sections 30, 31, 32, and the said Section 29, from which the 1/4 comer common to said Sections 29 and 32 bears South 89°43'50" East, 2645.04 feet; Thence South 89043'50"East, 1322.60 feet to the West 1/16 comer, common to the Southeast corner of Estancia Subdivision, as same is recorded on Book 97 of Plats at Page 12189, records of Ada County, Idaho, said point being the REAL, POINT OF BEGINNING. Thence along the East boundary of said subdivision and said boundary extended North 00°07'38" West, 1325.01 feet to the SW 1/16 corner; Thence South 89042'02" East, 665.67 feet to the Northeast corner of said West 1/2 of the SE 1/4 of the SW 1/4; Thence South 00003'54" West, 1324.64 feet to the Southeast corner of said West 1/2 of the SE 1/4-of the SW 1/4; Thence North 89043'50" West, 661.22 feet to the Point of Beginning. Containin 20.18 acres, more or less. g Prepared By: Idaho Survey Group, P.C. 43 0 0 D. Terry Peugh, PLS Profes"Ontl1 Land Surveyors 69 A POOH COPY w o 0 M READ & APPROVED i� PROVIpENCr. DEVELOPMENT GROUP, LLC. l'J p �.0 SPECLAL WAMIA.NTY 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, Idaho 83714, ("GRANTOR"), does by these presents GRANT, SELL and CONVEY unto Providence Development Group, an Idaho cc limited liability company, whose address is 701 South Allen Street, #103, Meridian, Idaho 83642 Sic — 'GRANTEE"), that cer-tain real property, together with all improvements located thereon, z situated in Ada County, State of Idaho, more particularly described as follows (the "Property"): o C3 o r The West half of the Southeast Quarter of the Southwest Quarter of � o Section 29, Township 3 North, Range I East, Boise Meridian, Ada ... 0 Cotmty, Idaho. Except Ditch and Road Righ(s of Way. o ! I;i SUBJECT TO: (i) all exceptions, restrictions, covenants and reservations affecting the C1N—� wC'�6W �°C c s °i Property, (ii) taxes and assessments (including, without limitation, those for irrigation and z } o utilities) for the current tax year, and subsequent years not due and payable on the date hereof, o F c ni) building and zoning laws, codes, ordinances and regulations, (iv) all matters of record which V U.,O .� y a � affect all or any portion of the Property, and (v) all matters, rights and interests that would be -cc on em it ♦ revealed or disclosed by an inspection or survey of the Property. Except as otherwise provided herein, this conveyance is made and accepted AS IS, WHERE IS, WITH ALL FAULTS AND DEFECTS, AND GRANTOR SPECIFICALLY DISCLAIMS ALL WARRANTIES OF ANY KIND, INCLUDING BUT NOT LIMITED TO ANY WARRANTY OF FITINFSS FOR A PARTICULAR PURPOSE OR ]MERCHANTABILITY OF THE IMPROVEMENTS. ALL DISCLAIMERS OF WARRANTY SHALL BE CONSTRUED LIBERALLY IN FAVOR OF GRANTOR. GRANTOR hereby birds itself and its successors to warrart and defend the title, as against all acts of the GRANTOR herein and no other, subject to the matters above set forth. IN WI SS WH REOF, Grantor has hereunto subscribed its name to this instrument this day of9♦aa, , 0 , 2006. GRANTOR: A. Cherie Dalton Living Trust A. Cherie Dalton, STATE OF IDAHO ) ) ss. Countyof ) On this - day of2a.,_, in the year of j6!�� bvfe-e me the unclersigned, a psI'��,f��A Notary Public in and for said State, personally appeared A. Cherie Dalton, known or identified to 0��.�l i- me, to be the person whose name is subscribed to the within inshument as trustee of the A. .�•� �1t ~ ••; Cherie Dalton Living Taut and acknowledged to me that she executed the same as such trustee of the A. Cherie Dalton Living Trust, PUBV1 .• ••• . . OTARY PUB C ♦+ �^: b Residing at: idin at: MeddiaMk Idaho +♦++++++++�+``�� My commission expir1C*mmksWn-Expjm: g I3_20IZ AFFIDAVIT OF LEGAL INTEREST STATE OF IDAHO ) COUNTY OF ADA ) P roe! (cb -rl. EV.' 6r'D c.c_p 1, E . b - � � o � A I len SL2PP � t C ((name) T� (address) (city) n (state) being first duly sworn upon, oath, depose and say: . That I am the record owner of the property described on the attached, and I grant my permission to: ;!j s Zn�cCL bet. (name) (address) to submit the accompanying application(s) pertaining to that property. I agree to indemnify, defend and hold the City of Meridian and its employees harmless from any claim or liability resulting from any dispute as to the statements contained herein or as to the ownership of the property which is the subject of the application. I hereby grant permission to City of Meridian staff to enter the subject property for the purpose of site inspections related to processing said application(s). Dated this day , ,20__� (Signature) SUBSCRIBED AND SWORN to before me the day and year first above Im Public for Id Residing at: F � My Commission Expires: a o - a� t7 H m O �> < Z # m Z Eiz n y CD In �x c m m -1 y m O, O m rn b " -Z-i O O b n T L b F m - a zn Iy, t+]00 N H I I I >F o � O N � J N 00 O O CITY OF en, N 33 E. Idaho Ave. Meridian, ID 83642 yE. Ce^TFR� TRE.LSURE VN Y SINCE 1903 OCG 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/ TOWNSHIP/ RANGE: 29 3N 1 E DEVELOPER: BAILEY ENGINEERING The street name comments listed below are made by the members of the ADA STREET NAME COMMITTEE (Under the direction of the Ada County EngineerCOUNTY development in accordance with the Ada County Street Name Ordinance. Overa it final street names are subject to change at Final Plat phase levels due to g � regarding this restraints and/or previous recorded plat street alignmentsChanges, time THE FOLLOWING EXISTING STREET NAMES SHALL APPEAR ON THE P E. AMITY RD , S. LOCUST GROVE RD , ., LAT: THE FOLLOWING PROPOSED STREET NAMES ARE APPROVED: E. BILBURY ST' . S. GRAY LEAF AVE E. BURFORD ST J - E. DAULBY ST S. GREENERY PL , � S. GRAY LEAF PL i S. GREENERY AVE `S. RANGEWOOD WAY, E. LEAF ST , E. MELWOOD ST THE FOLLOWING PROPOSED STREET NAMES ARE DENIED: THE FOLLOWING CHANGES OR CORRECTIONS NEED T NOTE: IF THERE ARE CORRECTIONS AND CHANGES RECOMMENDED, PLEASE TO MADE: THE SUBDIVISION PLAT AND RESUBMIT TO THE CO' REQUIRED AND THE MATCHING PLAT MUST BE COMMITTEE. INTED TO THE ADA OTy ENGINEEHANGESES ON RECORDING. R AT TIME OF ADA COUNTY ENGINEER MERIDIAN FIRE DEPARTMFNT ADA COUNTY HIGHWAY DIS ADA COUNTY SHERIFF Street APProval Sent: Jim Farrens DATE Z -� Representative 4 �/ Representative DATE -- _ .�—.DATE 2_-� Representative r DATE Representativet ✓ DATE, 1 SS:..�.-- 6ailey Engineering, Inc. 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 Assumptions for calculations: It PROJECT: ESTANCIA SUBDIVISION NO.2 PROJECT #: C26081 DATE: 01/25/07 n ensity25 = 1.4 in/hr for 1-hour storm w/ Tc=22.5 minutes Intensityloo = 1.9 in/hr for 1-hour storm w/ Tc=22.5 C = 100-year Peak Flow = 0.50 C * I *A ft3/sec for residential subdivision minutes Runoff Volume = Area of Hydrograph (0.5*Base*Height) = 0.5 * 1 hr storm(3600sec) * (Peak Flow) Drainage CB 100-y 25-yr Runoff Drain Area #1 Area (ft2) C-value 143,393 Flow(cfs Flow(cfs)Volume Drain Area #2 0.50 68,735 0.50 3.13 1.50 2.30 5629 Drain Area #3 23,200 0.50 0.51 1.10 0.37 698 2911 Drain Area #4 Drain Area #5 43,883 0.50 0.96 0.71 911 1723 Drain Area #6 22,115 0.50 44,895 0.50 0.48 0.36 ggg Drain Area #7 40,667 0.50 0.98 0 89 0.72 1762 Drain Area #8 88,603 0.50 1.93 0 6 F 1.0.91 1596 Drain Area #9 41,909 0.50 67 3478 Drain Area #10 32,356 0.50 0.71 1645 0.71 1270 )page Trench #1 DA #1 &3 -all layu muea = 166,593 ft` Runoff Volume = 6540 ft3 15% Sediment Storage = 981 ft3 Storage Volume Required = 7521 ft3 Void Ratio = 40 % Percolation Rate = 8 in/hr Trench Width = 15 ft Trench Depth = 6 ft Storage/ft = Void Ratio * Depth -1 * Width 30 ft2 Sidewall Perc/ft = Depth-1 * 2/3 * 2sides * Perc Rate 4.4 ft2 Endwall Perc = Sidewall Perc * Width 66.7 ft3 Length Required =Storage Volume - Endwall Perc Storage/ft + Sidewall Perc/ft 216 ft Sand & Grease Tra #1 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 DRAIN TIME 0.51 ft/sec Trench Volume = Percolation Rate= 90% Infiltration Time = 8.000in/hr 90/0 of V100 Perc Rate*Trench Area 3.13 hours 7520.78 ft3 Less than 24 hours ok BAILEY ENGINEERING, INC. 1500 E. Iron Eagle Dr. Eagle, ID 83616 (208) 938-0013 Appendix A4-1 3!epa a Trench #2 DA 2,4&5 Drainage Area = Runoff Volume = 15% Sediment Storage = Storage Volume Required = Void Ratio = Percolation Rate = Trench Width = Trench Depth = Storage/ft = 134,733 I ft2 5289 ft3 793 ft3 6082 ft' 40 % 8 in/hr 12ft 5.5 ft 21.6 ft2 Sidewall Perc/ft = Depth-1 * 2/3 * 2sides * Perc Rate 4.0 ft2 Endwall Perc = Sidewall Perc * Width 48.0 ft3 Length Required =Storage Voiume - tndwali Perc 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 ft2 Velocity = (C value * Intensity25-yr * Drainage Area) / Throat Area = 0.17 ft/sec DRAIN TIME Trench Volume = 6082.47 ft3 Percolation Rate = 90% Infiltration Time = 8.00 in/hr 90% of V100 Perc 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 PROJECT: ESTANCIA SUBDIVISION NO.2 PROJECT #: C26081 DATE: 01 /25/07 ?epa e-Trench #3 DA 6 & 7 Drainage Area = 85,562 ft2 Runoff Volume = 3359 ft3 15% Sediment Storage = 504 ft3 Storage Volume Required = 3863 ft3 Void Ratio = 40 % Percolation Rate = 8 in/hr Trench Width = 12 ft Trench Depth = 4 ft Storage/ft = 14.4 ft2 Sidewall Perc/ft = Depth-1 * 2/3 * 2sides * Perc Rate 2.7 ft2 Endwall Perc = Sidewall Perc * Width 32.0 ft3 Length Required = Storay-e Volume - Endwall Perc 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) / Throat Area 0.00 ft/sec DRAIN TIME Trench Volume = 3862.66 ft3 Percolation Rate = 8.00 in/hr 90% Infiltration Time = 90% of V100 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 Trench #4 DA #8 - all 1aye Area= 88,603 ft` Runoff Volume = 3478 ft3 15% Sediment Storage = 522 ft3 Storage Volume Required = 4000 ft3 Void Ratio = 40 % Percolation Rate = 8 in/hr Trench Width = 23 ft Trench Depth = 5 ft Storage/ft = Void Ratio * Depth -1 * Width 36.8 ftz Sidewall Perc/ft = Depth-1 * 2/3 * 2sides * Perc Rate 3.6 ftZ Endwall Perc = Sidewall Perc * Width 81.8 ft3 Length Required =Storage Volume -Endwall Perc 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 ft' Velocity = (C value * Intensity25-yr * Drainage Area) / Throat Area DRAIN TIME _ #VALUE! ft/sec Trench Volume = Percolation Rate = 90% Infiltration Time = 3999.95 ft3 8.00 in/hr 90% of V100 Perc Rate*Trench Area 2.42 hours Less than 24 hours ok 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 PROJECT: ESTANCIA SUBDIVISION NO.2 PROJECT #: C26081 Assumptions for calculations: DATE: 01/25/07 Intensity25 = 1.4 in/hr for 1-hour storm w/ Tc=22.5 minutes Intensityloo = 1.9 in/hr for 1-hour storm w/ Tc=22.5 minutes C = 0.50 for residential subdivision 100-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 CB 100-y 25-yr Runoff Drain Area #1 Area (ft2) C-value A Wcfs) Flow(cf, Volume Drain Area #2 143,393 0.50 68,735 0.50 3.13 2.30 5629 Drain Area #3 23,200 0.50 1.50 0.51 1.10 0.37 2698 Drain Area #4 43,883 0.50 0.96 0.71 911 1723 Drain Area #5 22,115 0.50 0.48 0.36 868 Drain Area #6 44,895 0.50 0.98 0.72 1762 Drain Area #7 40,66' 0.50 0.89 0.65 1536 Drain Area #8 88,603 0.50 1.93 1.42 3478 Drain Area #9 41,909 0.50 0.91 0.67 1645 Drain Area #10 32,356 0.50 0.71 0.71 1270 Seepage Trench #1 DA #1 U Drainage Area = 166,593 ftz Runoff Volume = 6540 ft3 15% Sediment Storage = 981 ft3 Storage Volume Required = 7521 ft3 Void Ratio = 40 % Percolation Rate = 8 in/hr Trench Width = 15 ft Trench Depth = 6 ft Storage/ft = Void Ratio * Depth -1 * Width 30 ft2 Sidewall Perc/ft = Depth-1 * 2/3 * 2sides * Perc Rate 4.4 ft2 Endwall Perc = Sidewall Perc * Width = 66.7 ft3 Length Required =-Storage Volume - Endwall Perc Storage/ft + Sidewall Perc/ft 216 ft Sand l, Grease Trap #1 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 DRAIN TIME 0.51 ft/sec Trench Volume = 7520.78 ft3 Percolation Rate = 8.00 in/hr 90% Infiltration Time = 90% of V100 Perc Rate*Trench Area 3.13 hours Less than 24 hours ok BAILEY ENGINEERING, INC. 1500 E. Iron Eagle Dr. Eagle, ID 83616 (208)938-0013 Appendix A4-1 Seepage Trench #2 DA 2,4&5 PROJECT: ESTANCIA SUBDIVISION NO.2 PROJECT #: C26081 DATE: 01 /25/07 Drainage Area 134,733 ft2 Runoff Volume = 5289 ft3 15% Sediment Storage = 793 ft3 Storage Volume Required = 6082 ft3 Void Ratio = 40 % Percolation Rate = 8 in/hr Trench Width = 12 ft Trench Depth = 5.5 ft Storage/ft = 21.6 ft2 Sidewall Perc/ft = Depth-1 * 2/3 * 2sides * Perc Rate 4.0 ft2 Endwall Perc = Sidewall Perc * Width 48.0 ft3 Length Required = Storage Volume - Endwall Perc 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 ft2 Velocity = (C value * Intensity25-yr * Drainage Area) / Throat Area 0.17 ft/sec DRAIN TIME Trench Volume = 6082.47 ft3 Percolation Rate = 8.00 in/hr 90% Infiltration Time = 90% of V100 Perc 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 sepage Trench #3 DA 6 & 7 Drainage Area 85,562 ft2 Runoff Volume = 3359 ft3 15% Sediment Storage = 504 ft3 Storage Volume Required = 3863 ft3 Void Ratio = 40 % Percolation Rate = 8 in/hr Trench Width = 12 ft Trench Depth = 4 ft Storage/ft = 14.4 ft2 Sidewall Perc/ft = Depth-1 * 2/3 * 2sides * Perc Rate 2.7 ft2 Endwall Perc = Sidewall Perc * Width 32.0 ft3 Length Required = Storage Volume - Endwaii Pe- 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 DRAIN TIME Trench Volume = Percolation Rate = 90% Infiltration Time = 8.33 ft2 Velocity = (C value * Intensity25-yr * Drainage Area) / Throat Area 0.00 ft/sec 3862.66 ft3 8.00 in/hr 90% of V100 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 Trench #4 DA #8 PROJECT: ESTANCIA SUBDIVISION NO.2 PROJECT #: C26081 DATE: 01 /25/07 uramage Area = 88,603 ft2 Runoff Volume = 3478 ft3 15% Sediment Storage = 522 ft3 Storage Volume Required = 4000 ft3 Void Ratio = 40 % Percolation Rate = 8 in/hr Trench Width = 23 ft Trench Depth = 5 ft Storage/ft = Void Ratio * Depth -1 * Width 36.8 ft2 Sidewall Perc/ft Depth-1 * 2/3 * 2sides * Pere Rate 3.6 ft2 Endwall Pere = Sidewall Pere * Width 81.8 ft3 Length Required = Storage Volume - Endwaii Perc 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 ft Velocity = (C value * Intensity25-yr * Drainage Area) / Throat Area = #VALUE! ft— DRAIN TIME Trench Volume = Percolation Rate = 90% Infiltration Time = Trench #5 DA #9&10 3999.95 ft3 8.00 in/hr 90% of V100 Pere Rate*Trench Area 2.42 hours Less than 24 hours ok - 1j iaye area = 74,265 ft` Runoff Volume = 2915 ft3 15% Sediment Storage = 437 ft3 Storage Volume Required = 3353 ft3 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 ft2 Sidewall Perc/ft = Depth-1 * 2/3 * 2sides * Pere Rate 3.6 ft2 Endwall Pere = Sidewall Pere * Width 42.7 ft3 Length Required -_ Storage Volume - Endwall Perc Storage/ft + Sidewall Perc/ft 145 ft BAILEY ENGINEERING, INC. 1500 E. Iron Eagle Dr. Eagle, ID 83616 (208)938-0013 Appendix A4-4 Sand & Grease Trap #4 1%r PROJECT: ESTANCIA SUBDIVISION NO.2 PROJECT #: C26081 DATE: 01 /25/07 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 DRAIN TIME 0.00 ft/sec Trench Volume = 3352.67 ft3 Percolation Rate = 8.00 in/hr 90% Infiltration Time = 90% of V100 Perc Rate*Trench Area 2.59 hours Less than 24 hours ok BAILEY ENGINEERING, INC. 1500 E. Iron Eagle Dr. Eagle, ID 83616 (208) 938-0013 Appendix A4-5 Associated Earn,,. _ Storm Drain Test Hole Description n & Evaluation Sciences, Inc. Date Of Evaluation: 3/2/2005 Evaluated by: Harley Noe, Professional Soil scientist Requested By: Cherie Dalton Address: 10210 Whispering Cliffs City: Boise Phone: 672-1945 Legal Desc: West 1 /2 of Southeast 114 of Southwe t 1 /4 Section 29, Township 3 North, Range 1 East Boi Zip: 83704 Meridian, Ada County, Idaho se General Desc: 1 /4 mile east of Locust Grove Road on North side of Amity Road Depth (inches) Color Texture Clay % Roots Mottles Est. Permeability (in/hr) Comments Hole Number Location: TLJ 1-05 5129 0 to 10 10YR 3/4 silt loam 24 to 26 common very fine, fine & medium none 0.5 to 1.0 very friable moist 10 to 17 10YR 4/3 silty clay loam 32 to 35 few very fine & fine none 0.2 to 0.6 friable moist 17 to 29 10YR 4/4 silt loam 22 to 24 few very fine & fine 10YR 3/4 & 3/4 loam; difficult to few very fine, fine & none 0.5 to 1.0 friable moist 29 to 46 10YR texture 12 to 15 medium none very firm blocks moist; moderately 10YR 7/3 & 1 to 2 dense in place 46 to 55 10YR 4/4 strongly cemented hardpan extremely gravelly none none 0.5 to 1.0 moderately fractured 55 to 144 variegated sand <3 variegated to very gravelly loamy none none readable 15 to 20+ 10% cobbles 144 to 180+ 10YR 5/6 sand 5 to 8 faint 10% General Notes: Slope none 7.5YR 5/8 10 to 15 friable moist; nearly saturated 0 to 1 percent. No free water in pit to 15 feet. Saturated below 14 feet. Hole Number & Location: 0 to 13 10YR 3/2 silt loam 13 to 25 10YR 4/3 silty clay 10YR 7/4 & 25 to 45 10YR 3/4 loam 45 to 58 10YR 4/3 loam 58 to 80 variegated sand 80 to 144+ TH2-05 on very fine & few medium ery fine & fine W<2none ry fine & fine none none gravelly sand 3 1 none none none none none none readable in sands General Notes: Slope 0 to 1. Free water in pit Q 102 inches. 5130 1 to 2 oist 0.2 to 0.6 1 to 2 rble t; difficult to texture 1 to 2 15 to 20 place 15 to 20 1some pockets of gleyed finer soil Wiley Engineering, Inc. CIVIL ENGINEERINGIPLANNINGICADD DATE: February 2, 2007 TO: Meridian Public 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 minimum of three feet above the highest established normal groundwater elevation. If more is needed, please so not hesitate to call me. Sincerely o� 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