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CITY CLERK FILE CHECKLIST Project Name: Jericho Subdivision File No. FP 07-024 Contact Name: Becky McKay Phone: Date Received from Planning and Zoning Department: Planning and Zoning Level: ❑X Transmittals to agencies and others: ❑X Notice to newspaper with publish dates: ❑ Certifieds to property owners: 938-0980 Hearing Date: N/A July 27, 2007 ❑ Planning and Zoning Commission Recommendation: 0 Approve ❑ Deny Notes: City Council Level: QTransmittals to agencies and others: ❑ Notice to newspaper with publish dates: Hearing Date: August 21, 2007 July 27, 2007 N/A ❑ Certifieds to property owners: N/A ❑ City Council Action: ❑ Approve ❑ Findings / Conclusions / Order received from attorney on: Notes: and N/A ❑ Deny Findings / Conclusions / Order: R.s°'°tl°m° Alginal Res/Copy Cent Mi—b ❑ Approved by Council: ok COPY Res/COPY Cert CiN Clerk Ciy Engineer CiN Planner ❑ Copies Disbursed: ciy Alremey Steftgcpdfl- Zoject File ElFindings Recorded DBPuy Clerk CoRes/CngmalCW A� CounN (CPAs) s) Applicwt(non-CPAs) Development Agreement: R g-l°°r°n'-k Cnginal Minurenook ❑ Sent for signatures: Copies T. Ciy Clerk Sala T. Comm statarraaa,rer.w,atpr.n r ❑ Signed by all parties: srening .—y W/Engmay CiN Engineer ❑ Approved by Council: Ciy Planner —Ale Ppplicanrnt ( (if appl.) ❑ Recorded: DepuN Clerk ,g—l�/ tb, Onginel' Minufe�ook COPie rq ApPllcant ❑ Copies Disbursed: ,tyEn - Ciy Engineer Ciy Planner Ordinance No. Resolution No. Ciy A—y Depuy CleM1 ❑ Approved by Council: •• R—d V... U.n Flndngs" RecerOed p—l°,,,p,, Agreem.n�: OriginatFireproo(Hle Copies. ApPlicanl sneer ❑ Recorded: Deadline: 10 days CyEn ❑ Published in newspaper: Clty Planner c'INgnomey DePuy CreM1 ❑ Copies Disbursed: CITY OF l_ TRANSMITTALS TO AGENCIES FOR COMMENTS ON 1nAHO EVELOPMENT PROJECTS WITH THE CITY OF MERIDIAN tiF c�`�FR ra TRF,SUREVl" ' To insure that your comments and recommendations will be considered by i 190E the Meridian City Council please submit your MAYOR I Tammy de Weerd comments and recommendations to Meridian City Hall CITY COUNCIL MEMBERS Keith Bird Joseph W. Borton Charles M. Rountree David Zaremba 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: August 14, 2007 Transmittal Date: July 27, 2007 File No.: FP 07-024 Hearing Date: August 21, 2007 Request: Final Plat approval for 44 detached single-family building lots, 24 attached single-family building lots, 2 private street lots & 10 common lots on 9.52 acres in R-4 and R-15 zones for Jericho Subdivision By: Heron River Development, LLC Location of Property or Project: 6055 and 6185 N. Jericho Road Steve Siddoway (no FP) David Moe (no FP) Wendy Newton-Huckabay (No FP) Michael Rohm (No FP) Tom O'Brien (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) Your Concise Remarks: 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 New York Irrigation District Boise-Kuna Irrigation District 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 i cr1Y OF .•liU11 erldlGCh. Planning Department innrto COMMISSION & COUNCIL REVIEW APPLICATION rat 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 0 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 STAFF USE ONLY: File number(s): Ef— 0-7 —02Y Project name:swck4 u- �p - Date filed: ` 3 —Vlate complete: 7-2.;!� —e Assigned Planner: F S Related isles: ---V S Hearing date: k Zl—Cb Commission WCouncil Applicant name: Heron River Development LLC Phone: _(208) 323-4000 Applicant address: 6223 N. Discovery Way Suite #100 Boise Idaho Zip: 83713 Applicant's interest in property: 00wn ❑ Rent ❑Optioned ❑ Other Owner name: Heron River Development LLC/R Craig Groves and Wirt Edmonds Phone: (208) 323-4000 Owner address: _6223 N. Discovery Way, Suite #100 Boise Idaho Zip: 83713 Agent name (e.g., architect, engineer, developer, representative): _ Becky McKay. Planner Firm name: Engineering Solutions LLP Phone: (208) 938-0980 Address: 1029 N. Rosario Street, Suite 100, Meridian ID Zip: 83642 Primary contact is: ❑ Applicant ❑ Owner 0 Agent ❑ Other Contact name: Becky McKay Phone: _(208) 938-0980 E-mail: _es-beckyrn@gwest.net Fax: (208) 938-0941 Subject Property Information Location/street address: 6055 and 6185 N. Jericho Road Assessor's parcel number(s): S0530120600 and S0530120760 Township, range, section: TAN., R.1E.,. Section 30 Total acreage: 9.52 Current land use: One single-family residential lot Current zoning district: R-4 and R-15 660 E. Watertower Lane, Suite 202 • Meridian, Idaho 83642 Phone: (208) 884-5533 • Facsimile: (208) 888-6678 • Website: �%%vx .meridiancit%.org 1 Project Description Project/subdivision name: Jericho Subdivision General description of proposed project/request: _Final plat apnroval for 44 detached single-family units 24 attached single-family units 10 common lots and 2 alley lots on 9.525 acres Proposed zoning district(s): R-15 (Existing) Acres of each zone proposed: 9.525 (Existing) Type of use proposed (check all that apply): Residential ❑ Commercial ❑ Office ❑ Industrial ❑ Other Amenities provided with this development (if applicable): 0.82-acre common/open space Who will own & maintain the pressurized irrigation system in this development? Hightower -Jericho Homeowners' Association Which irrigation district does this property lie within? Settlers' Irri ation District Residential Project Summary (if applicable) Number of residential units: 68 Number of building lots: 68 Number of common and/or other lots: 10 common lots 2 alley lots Proposed number of dwelling units (for multi -family developments only): I Bedroom: 2 or more Bedrooms: 68 Minimum square footage of structure(s) (excl. garage): 1,200 Proposed building height: Max. 40' Minimum property size (s.o: 2,464 Average g property size (s.f.): _ 4.377 Gross density (Macre-total land): 7.14 Net densit y (DUJacre-excluding roads &alleys): 6.83 Percentage of open space provided: 8.2 Acreage of open space: 0.82 acre Percentage of useable open space: 5.7% (See Chapter 3, Article G, for qualified open space) Type of open space provided in acres (i.e., landscaping, public, common, etc): landscaping and common area Type of dwellings) proposed: IZ Single-family Q Townhomes ❑ Duplexes ❑ Multi -family Non-residential Project Summary (if applicable) Number of building lots: Gross floor area proposed: Other lots: Hours of operation (days and hours): Existing (if applicable): Percentage of site/project devoted to the following: Building height: Landscaping: Building: Paving: Total number of employees: Maximum number of employees at any one time: Number and ages of students/children (if applicable): Total number of parking spaces provided: p g p p Seating capacity: Number of compact spaces provided: Authorization Print applicant name Applicant signature: 660 E. Watertower Lane, Suite 202 • Meridian, Idaho 83642 Phone: (208) 884-5533 • Facsimile: (208) 888-6678 • Website: www.mcridiancity.org 2 WRITTEN NARRATIVE JERICHO SUBDIVISION Jericho Subdivision contains 68 single-family residential lots on 9.52 acres. The smallest lot is 2,464 square feet, with the average lot size 4,377 square feet. Ten (10) common lots are located within the project, totaling 0.82 acre (8.2 percent open space, 5.7 percent usable open space). Two (2) alley lots are also located within the project to provide access to the townhouse units. This property, zoned R-8 and R-15, is located 1/4 mile west ofN. Locust Grove Road and 1/8 mile south of E. Chinden Boulevard, adjoins Westborough Subdivision on the east, Arcadia Subdivision on the south, and Hightower Subdivision on the north. The gross density is 7.14 dwelling units per acre, and the net density is 6.83 dwelling units per acre. The final plat conforms with the approved preliminary plat and meets all requirements thereof. The project conforms with all requirements and provisions of the UDC. The project was designed using acceptable engineering, architectural and surveying practices and local standards. The project was annexed under Ordinance 07-1314A. 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H N ` o a � o XoeN vaim�ox �@ a <„Z atl..Y J a� v Hearing Date: August 21, 2007 File No.: FP-07-024 Project Name: Jericho Subdivision Request: Final Plat approval for 44 detached single-family building lots, 24 attached single- family building lots, 2 private street lots, and 10 common lots on 9.52 acres in R-4 and R-15 zones by Heron River Development, LLC. Location: 6055 and 6185 N. Jericho Road in the NE '/4 of T. 4N., R. lE., Section 30. JUL 2 7 2007 City Of Meridian City Clerk Office 1450 East Watertower St. Suite 150 Meridian, Idaho 83642 Phone (208) 846-8570 Fax (208) 884-5399 Project No. 06-116 August 21, 2006 Revised September 8, 2006 Jericho Subdivision A parcel of land located in the East 1/2 of the NW 1/4 of the NE 1/4 of Section 30, TAN., R.1E., B.M., Ada County, Idaho, more particularly described as follows: Commencing at the corner common to Sections. 19, 20, 29, and the said Section 30, from which the 1/4 comer common to said Sections 19 and 30 bears North 89°51'47" West, 2633.96 feet; Thence North 89°51'47" West, 1316.99 feet to the East 1/16 comer common to said Sections 19 and 30; Thence South 00°29'36" West, 1327.42 feet to the NE 1/16 comer, common to the Northeast comer of Arcadia Subdivision, as same is recorded in Book 94 of Plats at Page 11502, records of Ada County, Idaho; Thence along the North boundary of said subdivision South 89°58'29" West, 50.00 feet to the REAL POINT OF BEGINNING. Thence continuing South 89°58'29" West, 609.32 feet to the Northwest comer of said Arcadia Subdivision; Thence departing said North boundary North 00°l822" East, 661.39 feet; Thence 31.40 feet along the arc of a curve to the right, having a radius of 20.00 feet, a central angle of 89°57'32", and a long chord bearing North 45°17'08" East, 28.27 feet; Thence South 89'44' 11" East, 591.54 feet to a point on the West right-of-way of N. Jericho Road; Thence along said right-of-way South 00°29'36" West, 678.31 feet to the Point of Beginning. Containing 9.52 acres, more or less. Prepared By: Idaho Survey Group, P.C. � g a 4431 a O4r4OFk- WRY Pv D. Terry Peugh, PLS Professional Land Surveyors ADA COUNTY RECORDER J. 17AVIO NAVARRO AMOUNT BOISE IDAHO 09/01/06 04:11 pM 6.00 tt y DEPUTY Lisa Eby RECORDED -REQUEST OF ----- - --- - - --- ---- -Lawyers Title— ---- -- - - -- —--1-06-1-23=564 This sheet has been added to the document to accommodate recording information Tpe,Grantees herein have read and -- -roved the following: Title File No.: LT06-1203010 WARRANTY DEED — FOR VALUE RECEIVED MICHAEL A. MCCLURE AND LINDA C. MCCLURE, husband and wife GRANTOR(s), does(do) hereby GRANT, BARGAIN, SELL and CONVEY unto: Heron River Development, LLC, an Idaho Limited Liability Company GRANTEES(s), whose current address is: 6223 N Discovery Way #100 , Boise, 1D 83713 the following described real property in Ada County, State of Idaho, more particularly described as follows, to wit: The South 1/2 of the Southeast 1/4 of the Northwest 1/4 of the Northeast 1/4 of Section 30, Township 4 Noah, Range I East, Boise -Meridian, Ada County, Idaho. TO HAVE AND TO HOLD the said premises, with their appurtenances unto the said Grantee(s), and Grantee(s) heirs and assigns forever. And the said Grantor(s) does(do) hereby covenant to and with the said Grantee(s), that Grantor(s) is/are the owner(s) in fee simple of said premises; that said premises are free from all 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) for 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. D��aL_ Michael A. Mcclure '11ndl C. McClure STATE OF Idaho , County of Ada , ss. On this 31st day of July in the year of 2006, before me, the undersigned, a Notary Public in and for said State, personally appeared Michael A. Meclure and Linda C. McClure known or identified to me to be the persons whose names are subscribed to thewithioinsiru ent, acknowledged to me that they execu`g�he same. �t j } Siglraht Name: B6't4l A_ �1L}1wY�S Residing at: My commission expires: U2I od c••F�;.' K •Co � �'.'. 2 .• • ,p � OTAR j 'Dr19L.t�' .TF OF l0?,20'•. Lawyers Title Insurance Corporation 3 ADA COUNTY RECORDER J. DAVID NAVARRO AMOUNT 9.00 3 BOISE IDAHO 03120f06 04:32 PM -- DEPUTY Am RECORDED a ---�� Z E.042UF.9 Lawyers Title This sheet has been added t® the document to accommodate recording information The Grantees herein have read and approved the f," wing: Title File No.: LT06-11687 FOR VALUE RECEIVED �T DELBERT C. MARTENS AND PATRICIA L. MARTENS, husband and wife GRANTOR(s), does(do) hereby GRANT, BARGAIN, SELL and CONVEY unto: Wirt Edmond, a married man and R. Craig Groves, a married man GRANTEES(s), whose current address is: 6223 N. Discovery Way N100 , Boise, 1D 83713 the following described real property in Ada County, State of Idaho, more particularly described as follows, to wit: SEE EXHIBIT "A" ATTACHED TO HAVE AND TO HOLD the said premises, with their appurtenances unto the said Grantee(s), and Grantee(s) heirs and assigns forever. And the said Graritor(s) does(do) hereby covenant to and with the said Grantee(s), that Grantor(s) is/are site owner(s) in fee simple of said premises; that said premises are free from all 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) for 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. Dated: March 17, 2006 ��/•� ��. ��i/iU.c� .� ��,/ ram. � �z��� Delbert C. Martens Patricia L. Martens STATE OF Idaho , County of Ada , ss. On this 17th day of March In the year of 2006, before me, the undersigned, a Notary Public in and for said State, personally appeared Delbert C. Martens and Patricia L. Martens known or identified to me to be the persons whose names are subscfibed-to-th within -in nt, d�cknowledged hk to me,tthey execut "ci the same. Si nature: Name: Penny R. Combs Residing at: Meridian, ID My commission expires: 05/04/06 CO �OTARi oa PtiBI'l e: ,'PF OF Lawyers ` itIe Insurance Corporation The North half of the Southeast quarter of the Northwest quarter of the Northeast quarter of Section 30, Township 4 North, Range 1 East, Boise Meridian, Ada County, Idaho. EXCEPTING THEREFROM the East 50 feet for road right-of-way. A portion of the Northwest quarter of the Northeast quarter of Section 30, Township 4 North, Range 1 East, Boise Meridian, Ada County, Idaho, being more particularly described as follows: Commencing at the Northeast corner of said Section 30, Township 4 North, Range 1 East, Boise Meridian, Ada County, Idaho; thence South 89043, West, 1,367.5 feet, more or less, to a point; thence South 0002' West, 40.0 feet to a point, said point being a 4 inch diameter steel fence corner post at the intersection of the South right-of-way boundary of the State Highway and the West right-of-way boundary of a county road; thence continuing South 0002, West along the West boundary of said county road, 629.3 feet, more or less, to a point, said point being a 4 inch diameter steel fence corner post marking the Northeast corner of property deeded to Clayton A. Hartwell, et ux, as described in Book 519 of Deeds at Page 405, records of Ada County, Idaho, said point being the REAL POINT OF BEGINNING; thence leaving said West boundary of said county road South 89051, West along the North boundary of said Clayton A. Hartwell property, 610.0 feet, more or less, to a 4 inch diameter steel fence corner post at the Northwest corner of said Clayton A. Hartwell property; thence along a curve to the right whose radius is 20.00 feet, central angle is 90000'00°, length of curve is 31.42 feet and whose chord bears North 440511211, East, 28.28 feet to a point; thence North 89051' East, 590.06 feet, more or less, to a point on the West right-of-way boundary of said county road; thence South 0002' West along the West right-of-way boundary of said county road, 20.00 feet to a point, said point being the REAL POINT OF BEGINNING. STATE OF IDAHO COUNTY OF ADA 1, R. Craig Groves, a married man, and Manager of Heron River Development, LLC, being first duly swoni upon, oath, depose and say: That I am one of the record owners of the property described on the attached, and permission is granted to: Engineering Solutions, LLP 150 E. Aikens Street, Suite B Eagle, I.D 83616 to submit the accompanying application(s) pertaining to that property. 2. 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. 3. 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 of =' -� '44 /`"' , 2006 R. Craig roves SUBSCRIBED AND SWORN to before me the day and year first above written. l STATE OF IDAHO ) COUNTY OF ADA ) I, Wirt Edmonds, a married man, and Manager of Heron River Development, LLC, being first duly sworn upon, oath, depose and say: 4. That I am one of the record owners of the property described on the attached, and permission is granted to: Engineering Solutions, LLP 150 E. Aikens Street, Suite B Eagle, ID 83616 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. 6. 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 / 3 day of ��� , 2006 Wirt E monds SUBSCRIBED AND SWORN to before me the day anal year first above written. 4 � (Notary Public for Idaho) R Residing at: L. My Commission Expires: 0 l.%3:S ygwg59 IDSOS Document Page I of I 251 ARTICLES OF ORGANIZATION Pit eo F LIMITED LIABILITY COMPANY „4PR _ 7p�Crle (Instructions on back of application) 4 1. The name of the limited liability company is: Heron River Development, LLC 2. The street address of the initial registered office is: 6223 N. Discovery Way, Suite 100, Boise, ID 83713 and the name of the initial registered agent at the above address is: R. Craig Groves 3. The mailing address forfuture correspondence is: 6223 N. Discovery Way, Suite 100, Boise, ID 83713 4. Management of the limited liability company will be vested in: Manager(s) [] or Member(s) [] {piease dw-k the appropnate box} 5. if management is to be vested in one or more manager(s), list the name(s) and address(es) of at least one initial manager. If management is to be vested in the member(s), list the name(s) and address(es) of at least one initial member. Name Address R. Craig Groves 6223 N. Discovery Way, Suite 100 Boise, ID 83713 6. Signature of at least one person responsible for forming the limited liability company: Signature: .T— -- — secmtary of siat2 um or*,Typed Name: R. Craig Groves Capacity: Manager i Signature Typed Name: Capacity: ID= SEU00Y Or STATE 04/07/2005 05:00 EX.- nose CT: 393M HII: GW38 1 @ 18B.I18 = ifDl.ell tRditi LLC 12 1 4` 28.n = 29.0 EXPEDITE C 1 3 U3'b992tP jttP://ww�x!.accessidaho. org/pLiblic/sos/co_rp/search. Ltrnl?S criptForm. startstep=docview&S criptForm.start... 9/ 14/? 006 N O R-1 cp,TI'E 1 W S BD • J ODR RUT R-1 s GLAss v O E. CHINDEN BLVD I� I O i RUT 50 ' LLI BOROUGH S13 WE v Oil SID\ J Z RUT ST 0 o -s C Ip, SU R-4 C S GLTp,R • N , 3 SUB R-4 SCALE 1•=4007 DWG DATE osnzio, JERICHO SUBDIVISION .NGINEERING PROD. NO. 51221 LOCATED IN THE NW 1/4 OF THE NE 1/4 OF SECTION 30, TAN., R.1 E., B.M. SHEET 1 OF 1 MERIDIAN, ADA COUNTY, IDAHO OLUTIONS LLP V I I T.S VICINITY MAP 029 N ROSARIO , ST 100 MERIDIAN, I T. 83642 \51221.APR BKB Phone(208)938-0990 Fax(208)93"WI OOOt�CZt'� •xaxa WM-CL[ IPoL) auwy{ 000�-CLC (PoZ) Ia [iGR NxM '35108 W I/ AYM ulLq]Sq 'N RL9 ...... ..Ks 9C9 '3�•JA �� ID Lt9[B OIn01 Wl 3L5 'LS ga'50tl N 6ZOl 1Ya '3l'tl "XY1 bC NeaJ35 10 I/I 35 3Nl NI e3LgQl p. Y `o W $ aoll�anr..u¢na�sa N�aLtl eel! aan ww�sla x raa IN3 J0,3 30 �n •1x3n�TiVO a Suns sNitln 3 NI en sNo�ln�os Wd A8VNIVMaUd - — — svoao mm a axr soxona3 sux a3Ntl �aax 080038 30 S83NMO tl3,vtl xou3x 83dO13A30 wv>,�n ar�ae IOVINOO / 83NNVld e e <oroeiza 9M/N��N/9N� isOISIAIQgRS OgDIga f - i b if i I I I� III z M By k �, ee �� f if "tltl44 gg eggg r. U t3 S tBBB od 'LB AB NoismmB/IS monommis9d 1t I - jo 1 tll 6-d Q "OdOdd p 96 2 em �I'PI adr y� O ` do s�ni _ •I' - I n .4 �I gm Illy � O_ I � i�l al (I ai �❑ �� 3t- II _ sl Ql7ldowd R 100.I I I II 1------ ROI , � I � B3.GLYIdNn ! �m y I O w` w PRELIMINARY/FINAL 11/16/2006 ADA COUNTY STREET NAME EVALUATION SUBDIVISION NAME: JERICHO SUB ,� AGENCY and AGENCY FILE NO: Meridian: PP-06-056 SECTION/ TOWNSHIP/ RANGE: 30 4N 1 E DEVELOPER: ENGINEERING SOLUTIONS LLP � 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 NAVIES SHALL APPEAR ON THE PLAT: `N. JERICHO RD -° I • N. MORPHEUS AVE THE FOLLOWING PROPOSED STREET NAMES ARE APPROVED: E. HIDALGO ST N. HOOD LN N. KLAMATH LN 'E. SOLARIUM DR ., THE FOLLOWING PROPOSED STREET NAMES ARE DENIED: THE FOLLOWING CHANGES OR CORRECTIONS NEED TO BE MADE: NOTE: IF THERE ARE CORRECTIONS AND CHANGES RECOMMENDER, PLEASE MAKE THESE CHANGES ON THE SUBDIVISION PLAT AND RESUBMIT TO THE COMMITTEE. A FINAL REVIEW WITH NO CHANGES REQUIRED AND THE MATCHING PLAT MUST BE PRESENTED TO THE ADA COUNTY ENGINEER AT TIME OF RECORDING. ADA COUNTY ENGINEER Jim Farrens DATE 1 L ,1o� MERIDIAN Representative -_� f\.L. 4�1 06� > DATE O FIRE DEPARTMENT Representative /�DATE / %"/6 ADA COUNTY HIGHWAY DIS. Representative DATE 11/1� ADA COUNTY SHERIFF Representativefli��t;4 DATE f t Street Approval Sent: S 7- DRAINAGE CALCULATIONS FOR JERICHO SUBDIVISION ADA COUNTY, IDAHO July 9, 2007 ENGINEERING SOLUTIONS, LLP 1029 N. Rosario Street, Suite 100 Meridian, Idaho 83642 (208) 938 -0980 ssNOW DC�' �Q1ST�R� Of 9 l M. Job Number: 51221 TIME OF CONCENTRATION COMPUTATION FORM DRAINAGE AREA NO. LENGTH/TYPE OF FLOW/SURFACE/SLOPE VELOCITY (f-p-s-) TIME (Minutes) _at L3, 1--� 14 14 Jlz it 1 �p a, Project Master\time comput form Job No By Sheet Date TIME OF CONCENTRATION COMPUTATION FORM DRAINAGE AREA NO. LENGTHITYPE OF FLOW/SURFACE/SLOPE VELOCITY (f.p.s.) TIME (Minutes) a, 'T C' Project Master\time comput form Job No. By Sheet'_ Date -, j::' SAND AND GREASE TRAP DESTGN Sand and Grease Trap No. Sand. Grease Trap (Ft.) eq' Baffle Spacing Baffle l'i Spacing ProvidEHIM V 25 (fps) MR _t _l Spacing (tt.) = U 25 (cfs) (2) - Width (ft.) for (V 25 = 0.5 fps) V 25 (fps) = Q 155 (cfs) Width (ft. ) X Baffle Spacing (ft.) Project Job No. 5 V)a Sheet of I By Date Mydocur,�ents\encg soln\drainage\s g trap design.form 13, Ilt( Ix- 1 Z� r- 4/4-11 = 4-. 1 hoLkrs o l,t2,,." (.95 X 04-'X- Vo 4qq a C�-- 4, rd �o x 4 x 0 40 04, o cc- C� d&ylox 54-7 cf, U pox &\A 9 aco 3 X 4 5 J'a 6- 1�0 Y) r x it I 10 -1 hou'r-5 oa� CA- WI 11-1 7(0itt -�,4- 5 -L I (oO I h r = +, 7 h r loo -r 15- I 3 i y I75g1`� 151 JSS II i II 1 I I \ Is+i- I 7397 - \ h IS 2 / �-1 -i- I446PC \ a 4+s1 I \r I I 10 �, 4 (D 14 00 III o 1334 / , .- iI � II 7 I I II Ii i 12 6D I I II 8 I al T I 9 z f - „- I+ t+l B l I I III 10 TC �_ 1 i L- - - �TB�� / E TAWNN ST TC = 103001BD I I \ I I 36 35 34 I II I I i � I, I - - - 9597- - J -_5L J Ill I I I I IIIII /-----�_f-- \i III Zf2f �BLOCK i/� 4 51 6( 7 �•/B ry ��i III \\ I I��� III111 \ i 11 I6W III iII 7C TC E S"IUM ST, a 1c . 8 - I f 1I9+i \ li 10 2 3 4 511 6 �� 7 8 1G 9 12 U1 191 \� Zs98- % 1Y 11 \IIIII F 12 t9 1tD l l l 11 0.25 Ac� III I IIII I l 13 E MONTAGE UI. I - 1 50.1E : / I III I IIi 14 00.25 Ac f / I IK }I IiI I I it 12 1312 111 15 16 17 a / III I IIII I 8 W 15 6 .III I14DDI11,11 ®2 1.9 Lc,�l �+ 2.55 Ac Ii11 11� AIL 17 , I BLX2 h4 1 00 /19 16 I 113 00 18 19 201 I 21 23 U 8 0.25 Ac d \ / 20 E UDFRA UI. 1 20.12 12 DD IIIII 14i 0.25 Ac , 22 bl IIII I 32 31 30 28 27 26 25 } } 23 7 II I 0.3 Ac I I � I II 0.4 Ac l ) \ 24 � I I i f E TANN ST. _ m 8 IU25 ©1.15 Ac 33 27 32 I 31 30 29 28 I i '••SIC II } ti I I I 26 II I 1 IC 09 0.6 AC I eloac 1 J) S �to LEGEND - SUBDIVISION BOUNDARY PROPOSED LOT LINE �-- 1' CONTOUR LINE SURFACE FLOW DIRECTION 0 STORM DRAIN SEEPAGE BED VALLEY GUTTER o-m STORM DRAINAGE COLLECTION SYSTEM DRAINAGE BASIN NUMBER AND BASIN BOUNDARY Tc TIME OF CONCENTRATION ROUTE _Yerldian - -_ ----_~�--_ - --STO erlc5o IS ubp[vision IS EAK FLOW r RN ORAINAQ�VO ____ .I Job No, 51221 20-Jun•OT iQ25=0.40 I25A (ASSu_a C 0,40)I V2, O.71V ,aa ---__--__�-- 1 �0111=0 .4 /0 1,11A (Assumes C = 0.40)t- V 191= Area • 1440 (Assumes C 0,40) r_V_ ----- t__--__ BASIN AREA Ts 12• ISss Q,s1 V5, V511 t i 1 6% _ Inula al --- ----- _._--_--C 55 (e 12) to is [cubic to atl _ leuele load toa01< 1a°t 1 o 13.5 1.9T 2.73 O.6a OJ] eel 1152 1325 2 F0 9 17.3 1.75 2.4+ I.33 1.71 2994 2736 1 .96 2.71 299/ ]888 4411 4471 _ --- 3 2.55 21.1 1.59 2.1a 1.62 2.Is 2927 3672 4223 I-'--- 4 0.40 11.2 2.18 2.96 0.35 0.47 44/ 576 661 1.97 2.67 3271 424a 4455 ---- 5 D.4p 12.] 2.07 3.85 0.33 0.46 41/ Sie 883 5 1.15 22.0 1.S3 2.05 0.70 0.94 1275 lase 1904 - 1.04 1.40 1712 223E 2567 1 -- ' - T a.30 1'I E z 7 a 2.96 G.26 0.36 333 432 497 8 0.45 13.0 2.0+ 2.Tp O.18 0.50 499 a48 745 I '----- 9 a.60 29.0 T. 1,72 0.32 0.41 665 ee/ 994 10 D.>0 11.5 2.11 2.83 0.fi0 0.82 776 100a 1159 _ _I ---- -- 1t 0.25 10.0 2.26 3.06 0.23 0.31 277 36a 414 12 0.E5 IOA 2.26 3.Op 0,45 0.62 2 71554 414 p.4s O.ez 554 72a iza eze _ 13 1 0.25 19.0 2,26 3.03 0.23 0.]I 277 360 414 --- 14 0.z5 10.0 2.to 3.08 0.23 0.]1 z77 360 414 _- { 0.45 O,fi2 S54 720 9zo _- so zs o so 1GG 1sG SCALE IN FEET DEVELOPER HERON RIVER DEVELOPMENT, LLC ATT: CRAIG GROVES 6223 N. DISCOVERY, SURE 120 BOISE, IDARO 83713 Phone (208) 323-4002 FQIc (208) 672-8201 Ego go gas zm z Y IL LL3 WQM z tiP4Z W 0 In SCNE 1" = 40' DAG.OATE 07/OS/07 PBo�. No. 51221 SHEEP 1 OF 1 DRN Jericho Subdivision Meridian PEAK FLOW STORM DRAINAGE VOLUME Job No.: 51221 20-Jun-07 Q25 =0.40 125A (Assumes C = 0.40) V25 = 0.77V100 Q,00=0.40 I,00A (Assumes C = 0.40) V,00= Area * 1440 (Assumes C = 0.40) BASIN NO. AREA (acres) Tc (minutes) 125 1100 Q25 (cfs) Q,00 (cfs) V25 (cubic feet) V,00 (cubic feet) V100 " 115% (cubic feet) 1 0.80 13.5 1.97 2073 0.63 0.87 887 1152 1325 2 1.90 17.3 1.75 2.41 1.33 1.83 2107 2736 3146 1.96 2.71 2994 3888 4471 3 2.55 21.1 1.59 2.15 1.62 2.19 2827 3672 4223 4 0.40 11.2 2.16 2.96 0.35 0.47 444 576 662 1.97 2.67 3271 4248 4885 5 0.40 12.3 2.07 2.85 0.33 0.46 444 576 662 6 1.15 22.9 1.53 2.05 0.70 0.94 1275 1656 1904 1.04 1.40 1719 2232 2567 7 0.30 11.2 2.16 2.96 0.26 0.36 333 432 497 8 0.45 13.0 2.01 2.78 0.36 0.50 499 648 745 9 0.60 29.0 1.32 1.72 0.32 0.41 665 864 994 10 0.70 11.5 2.14 2.93 0.60 0.82 776 1008 1159 11 0.25 10.0 2.26 3.08 0.23 0.31 277 360 414 12 0.25 10.0 2.26 3.08 0.23 0.31 277 360 414 0.45 0.62 554 720 828 13 0.25 10.0 2.26 3.08 0.23 0.31 277 360 414 14 0.25 10.0 2.26 3.08 0.23 0.31 277 360 414 0.45 0.62 720 554 828 51221 _S D_VO L_R EV. x I s Project Description Friction Method Manning Formula Solve For Full Flow Slope Input Data Roughness Coefficient Channel Slope 0.010 Normal Depth 0.00035 ft/ft Diameter 12.00 in Discharge 12.00 in 0.87 ft3/s Results Channel Slope Normal Depth 0.00035 ft/ft Flow Area 12.00 in Wetted Perimeter 0.79 ft2 Top Width 3.14 ft Critical Depth 0.00 ft Percent Full 0.39 ft Critical Slope 100.0 Velocity 0.00339 ft/ft Velocity Head 1.11 ft/s Specific Energy 0.02 ft Froude Number 1.02 ft Maximum Discharge 0.00 Discharge Full 0.94 ft3/s Slope Full 0.87 ft3/s Flow Type 0.00035 ft/ft SubCritical GVF Input Data Downstream Depth Length 0.00 in Number Of Steps 0.00 ft 0 GVF Output Data Upstream Depth Profile Description 0.00 in Profile Headloss Average End Depth Over Rise 0.00 ft Normal Depth Over Rise 0.00 % -- 100.00 % Bentley 27 Siemons Company Drive Suite 200 WeWate own, CT 06795 USA t+1.203-755-1666 6/25/2007 11:37:06 AM FlowMaster [08.01.058.001 Page 1 of 2 DI#2 Project Description Friction Method Manning Formula Solve For Full Flow Slope Input Data Roughness Coefficient Channel Slope 0.010 Normal Depth 0.00156 ft/ft Diameter 12.00 in Discharge 12.00 in Results 1.83 ft3/s Channel Slope Normal Depth 0.00156 ft/ft Flow Area 12.00 in Wetted Perimeter 0.79 ft2 Top Width 3.14 ft Critical Depth 0.00 ft Percent Full 0.58 ft Critical Slope 100.0 % Velocity 0.00392 ft/ft Velocity Head 2.33 ft/s Specific Energy 0.08 ft Froude Number 1.08 ft Maximum Discharge 0.00 Discharge Full 1.97 ft3/s Slope Full 1.83 ft3/s Flow Type 0.00156 ft/ft SubCritical GVF Input Data Downstream Depth Length 0.00 in Number Of Steps 0.00 ft GVF Output Data ` 0 Upstream Depth Profile Description 0.00 in Profile Headloss Average End Depth Over Rise 0.00 ft Normal Depth Over Rise 0.00 % 100.00 Bentley Systems, Inc. Haestad Methods Solution Center 6/25/2007 11:37:53 AM27 Siemons Company Drive Suite 200 W Watertown, CT 06795 USA +1_203-755-1666 FlowMaster [08.01.058.00] Page 1 of 2 SG#1_12" Project Description Friction Method Manning Formula Solve For Full Flow Slope Input Data Roughness Coefficient Channel Slope 0.010 Normal Depth 0.00342 f 1ft Diameter 12.00 in Discharge 12.00 in 2.71 tt3/$ Results Channel Slope Normal Depth 0.00342 ft/ft Flow Area 12.00 in Wetted Perimeter 0.79 ftZ Top Width 3.14 ft Critical Depth 0.00 ft Percent Full 0.71 _ft Critical Slope 100.0 Velocity 0.00478 ft/ft Velocity Head 3.45 ft/s Specific Energy 0.19 ft Froude Number 1.19 ft Maximum Discharge 0.00 Discharge Full 2.92 ft'/s Slope Full 2.71 ft'/s Flow Type 0.00342 ft/ft SubCritical GVF Input Data Downstream Depth Length 0.00 in Number Of Steps 0.00 ft GVF Output Data 0 Upstream Depth Profile Description 0.00 in Profile Headloss Average End Depth Over Rise 0.00 ft Normal Depth Over Rise 0.00 100.00 Bentley mpany Drive stems, I c. Westad , Methods Solution 06795 USA Center +1_ FlowMaste2 [08.01.058.O 6/25/200711:57:05 AM 27 Siemons Co 203-755-1666 Page 1 of 2 SG 1 to MH 1 Project Description Friction Method Manning Formula Solve For Full Flow Slope Input Data Roughness Coefficient Channel Slope 0.010 Normal Depth 0.10415 Diameter 1.25 ft Discharge 15 in 2.71 ft3/s Results Channel Slope Normal Depth 0.10415 % Flow Area 1.25 ftp Wetted Perimeter f 1.23 12 Top Width 3.93 ft Critical Depth 0.00 ft Percent Full 0.66 ft Critical Slope 100.0 % Velocity 0.00346 ft/ft Velocity Head 2.21 ft/s Specific Energy 0.08 ft Froude Number 1.33 ft Maximum Discharge 0.00 Discharge Full 2.92 ft3/s Slope Full 2.71 ft3/s Flow Type 0.00104 ft/ft SubCritical GVF Input Data Downstream Depth Length 0.00 ft Number Of Steps 0.00 ft 0 GVF Output Data Upstream Depth Profile Description 0.00 ft Profile Headloss Average End Depth Over Rise 0.00 ft Normal Depth Over Rise 0.00 % 100.00 Bentley Systems, Inc. Haestad Methods Solution Center 6/26/2007 4:01:54 PM 27 Siemons Company Drive Suite 200 W Watertown, CT 06795 USA +1-203-755-1666 FlowMastPa [08.01.058.02 Page 1 of 2 SG#1 Project Description Friction Method Manning Formula Solve For Full Flow Slope Input Data Roughness Coefficient Channel Slope 0.010 Normal Depth 0.00039 ft/ft Diameter 18.00 in Discharge 18.00 in 2.71 ft3/s Results Channel Slope Normal Depth 0.00039 ft/ft Flow Area 18.00 in Wetted Perimeter 1.77 ft2 Top Width 4.71 ft Critical Depth 0.00 ft Percent Full 0.62 ft Critical Slope 100.0 % Velocity 0.00300 ft/ft Velocity Head 1.53 ft/s Specific Energy 0.04 ft Froude Number 1.54 ft Maximum Discharge 0.00 Discharge Full 2•92 ft'/s Slope Full 2.71 ft'/s Flow Type 0.00039 ft/ft SubCritical GVF Input Data Downstream Depth Length 0.00 in Number Of Steps 0.00 ft GVF Output Data 0 Upstream Depth Profile Description 0.00 in Profile Headloss Average End Depth Over Rise 0.00 ft Normal Depth Over Rise 0.00 % 100.00 6/25/2007 11:40:27 AM 1 Bentley Systems, Inc. Haestad Methods Solution Center FtowMaster [08.01.058.00] 27 Siemons Company Drive Suite 200 W Watertown, CT 06795 USA + . 203-755-1666 Page 1 of 2 DI#3 Project Description' Friction Method Manning Formula Solve For Full Flow Slope Input Data Roughness Coefficient Channel Slope 0.010 Normal Depth 0.00224 ft/ft Diameter 12.00 in Discharge 12.00 in 2.19 ft3/s Results Channel Slope Normal Depth 0.00224 ft/ft Flow Area 12.00 in Wetted Perimeter 0.79 ft2 Top Width 3.14 ft Critical Depth 0.00 ft Percent Full 0.63 ft Critical Slope 100.0 % Velocity 0.00423 ft/ft Velocity Head 2.79 ft/s Specific Energy 0.12 ft Froude Number 1.12 ft Maximum Discharge 0.00 Discharge Full 2.36 ft'/s Slope Full 2.19 ft3/s Flow Type 0.00224 ft/ft SubCritical GVF Input Data Downstream Depth Length 0.00 in Number Of Steps 0.00 ft GVF Output Data 0 Upstream Depth Profile Description 0.00 in Profile Headloss Average End Depth Over Rise 0.00 ft Normal Depth Over Rise 0.00 100.00 6/25/200711:41:41 AM Bentley Systems, Inc. Haestad Methods Solution Center FlowMaster 108.01.058.001 27 Siemons Company Drive Suite 200 W Watertown, CT 06795 USA + _ 1 203-755-1666 Page 1 of 2 DI#4 Project Description Friction Method Manning Formula Solve For Full Flow Slope Input Data , Roughness Coefficient Channel Slope 0.010 Normal Depth 0.00038 ft/ft Diameter 18.00 in Discharge 18.00 in 2.67 ft3/s Results Channel Slope Normal Depth 0.00038 ft/ft Flow Area 18.00 in Wetted Perimeter 1.77 f12 Top Width 4.71 ft Critical Depth 0.00 ft Percent Full 0.62 ft Critical Slope 100.0 Velocity 0.00300 ft/ft Velocity Head 1.51 ft/s Specific Energy 0.04 ft Froude Number 1.54 ft Maximum Discharge 0.00 Discharge Full 2.87 ft3/s Slope Full 2.67 ft3/s Flow Type 0.00038 ft/ft SubCritical GVF Input Data Downstream Depth Length 0.00 in Number Of Steps 0.00 ft 0 GVF Output Data Upstream Depth Profile Description 0.00 in Profile Headloss Average End Depth Over Rise 0.00 ft Normal Depth Over Rise 0.00 100.00 6/25/2007 11:43:06 AMBentley , Inc.27 Siemons C mpany DriveSystems 200 WeWatertown, CT 06755 USA Cent+r1_ FlowMaster [08.01.058.00j 203-755-1666 Page 1 of 2 DI#5 Project Description Friction Method Manning Formula Solve For Full Flow Slope Input Data Roughness Coefficient Channel Slope 0.010 Depth 0.00010 ft/ft Diameter 12.00 in Discharge 12.00 in 0.46 ft3/s Results Channel Slope Normal Depth 0.00010 ft/ft Flow Area 12.00 in Wetted Perimeter 0.79 ft2 Top Width 3.14 ft Critical Depth 0.00 ft Percent Full 0.28 ft Critical Slope 100.0 Velocity 0.00331 ft/ft Velocity Head 0.59 ft/s Specific Energy 0.01 ft Froude Number 1.01 ft Maximum Discharge 0.00 Discharge Full 0.49 ft3/s Slope Full 0.46 ft3/s Flow Type 0.00010 ft/ft SubCritical GVF Input Data Downstream Depth Length Number Of Steps 0.00 in 0.00 ft 0 GVF Output Data Upstream Depth Profile Description Profile Headloss Average End Depth Over Rise Normal Depth Over Rise 0.00 in 0.00 ft 0.00 100.00 Bentley eCenter FlowMaster [08.01.058.00,6/25/200711:44:48 AM27 Siemons Company Drive 200 WWaertown, CT 06795 USA +1-203-755-1666 Page 1 of 2 DI#6 Project Description Friction Method Manning Formula Solve For Full Flow Slope Input Data Roughness Coefficient Channel Slope 0.010 Normal Depth 0.00041 ft/ft Diameter 12.00 in Discharge 12.00 in 0.94 ft3/s Results Channel Slope Normal Depth 0.00041 ft/ft Flow Area 12.00 in Wetted Perimeter 0.79 ft= Top Width 3.14 ft Critical Depth 0.00 ft Percent Full 0.41 ft Critical Slope 100.0 % Velocity 0.00341 ft/ft Velocity Head 1.20 ft/s Specific Energy 0.02 ft Froude Number 1.02 ft Maximum Discharge 0.00 Discharge Full 1.01 ft3/S Slope Full 0.94 ft3/s Flow Type 0.00041 ft/ft SubCritical GVF Input Data Downstream Depth Length 0.00 in Number Of Steps 0.00 ft 0 GVF Output Data Upstream Depth Profile Description 0.00 in Profile Headloss Average End Depth Over Rise 0.00 ft Normal Depth Over Rise 0.00 % 100.00 Bentley Systems, Inc. Haestad Methods Solution Center 6/25/2007 11:46:09 AM 27 Siemons Company Drive Suite 200 W Watertown, CT 06796 USA +1-203-755-1666 FlowMastPa [0g.01.058.00,2 Page 1 of 2 e DI#7 Project Description Friction Method Manning Formula Solve For Full Flow Slope Input Data Roughness Coefficient Channel Slope 0.010 Normal Depth 0.00006 ft/ft Diameter 1 2.00 in Discharge 12.00 in 0.36 ft3/s Results Channel Slope Normal Depth 0.00006 ft/ft Flow Area 12.00 in Wetted Perimeter 0.79 ft2 Top Width 3.14 ft Critical Depth 0.00 ft Percent Full 0.25 ft Critical Slope 100.0 Velocity 0,00334 ft/ft Velocity Head 0.46 ft/s Specific Energy 0.00 ft Froude Number 1.00 ft Maximum Discharge 0.00 Discharge Full 0.39 ft3/s Slope Full 0.36 ft3/s Flow T 0.00006 fUft yp SubCritical GVF Input Data Downstream Depth Length Number Of Steps GVF Output Data Upstream Depth Profile Description Profile Headloss Average End Depth Over Rise Normal Depth Over Rise 0.00 in 0.00 ft 0 0.00 in 0.00 ft 0.00 % 100.00 ms 6/25/2007 11:47:26 AM 27 Siemons C Bentley , Inc. Haestad Methods Solution mpany DriveeSuite 200 W Wate own, CT 06795 USA Center+1-203-755-1666 FlowMaster [08.01.058.00] Page 1 of 2 DI#8 Project Description_ Friction Method Manning Formula Solve For Full Flow Slope Input Data Roughness Coefficient 0.010 Channel Slope 0.00012 ft/ft Normal Depth 12.00 in Diameter 12.00 in Discharge 0.50 ft3/s Results' Channel Slope 0.00012 ft/ft Normal Depth 12.00 in Flow Area 0.79 ft2 Wetted Perimeter 3.14 ft Top Width 0.00 ft Critical Depth 0.29 ft Percent Full 100.0 Critical Slope 0.00332 ft/ft Velocity 0.64 ft/s Velocity Head 0.01 ft Specific Energy 1.01 ft Froude Number 0.00 Maximum Discharge Discharge Full 0.54 ft3/s Slope Full 0.50 ft'/s 0.00012 ft/ft Flow Type SubCritical GVF Input Data Downstream Depth Length 0.00 in Number Of Steps 0.00 It 0 GVF Output Data Upstream Depth Profile Description 0.00 in Profile Headloss Average End Depth Over Rise 0.00 It Normal Depth Over Rise 0.00 100.00 % Bentley ms, Inc. 6/25/2007 11:48:20 AM 27 Siemons Company DriveeSuite 200 Westad Wat own, CT 06795 USA CenterMethods Solution FlowMaster (08.01.058.00] +1-203-755-1666 Page 1 of 2 DI 11 Project Description Friction Method Manning Formula Solve For Full Flow Slope Input Data Roughness Coefficient 0.010 Channel Slope 0.00448 Normal Depth 1.00 ft Diameter 12 in Discharge 0.31 ft3/s Results Channel Slope 0.00448 Normal Depth 1.00 ft Flow Area 0.79 ft2 Wetted Perimeter 114 ft Top Width 0.00 ft Critical Depth 0.23 ft Percent Full 100.0 % Critical Slope 0.00336 ft/ft Velocity 0.39 ft/s Velocity Head 0.00 ft Specific Energy 1.00 ft Froude Number 0.00 Maximum Discharge 0.33 ft3/s Discharge Full 0.31 ft3/s Slope Full 0.00004 ft/ft Flow Type SubCritical GVF Input Data Downstream Depth 0.00 ft Length 0.00 ft Number Of Steps 0 GVF Output Data Upstream Depth 0.00 ft Profile Description Profile Headloss 0.00 ft Average End Depth Over Rise 0.00 Normal Depth Over Rise 100.00 Bentley Systems, Inc. Haestad Methods Solution Center FlowMaster [08.01.058.001 7/9/2007 10:39:48 AM 27 Siemons Company Drive Suite 200 W Watertown, CT 06795 USA +1-203.755-1666 Page 1 of 2 DI12toSG Project Description Friction Method Manning Formula Solve For Full Flow Slope Input Data Roughness Coefficient 0.010 Channel Slope 0.01792 Normal Depth 1.00 ft Diameter 12 in Discharge 0.62 ft3/s Results Channel Slope 0.01792 Normal Depth 1.00 ft Flow Area 0.79 ftz Wetted Perimeter 3.14 ft Top Width 0.00 ft Critical Depth 0.33 ft Percent Full 100.0 Critical Slope 0.00334 ft/ft Velocity 0.79 ft/s Velocity Head 0.01 ft Specific Energy 1.01 ft Froude Number 0.00 Maximum Discharge 0.67 ft3/S Discharge Full 0.62 ft3/s Slope Full 0,00018 ft/ft Flow Type SubCritical GVF Input Data Downstream Depth 0.00 ft Length 0.00 ft Number Of Steps 0 GVF Output Data Upstream Depth 0.00 ft Profile Description Profile Headloss 0.00 ft Average End Depth Over Rise 0.00 Normal Depth Over Rise 100.00 7/9/2007 10:35:02 AM Bentley Systems, Inc. Haestad Methods Solution Center FlowMaster [08.01.058.00] 27 Siemons Company Drive Suite 200 W Watertown, CT 06795 USA +1-203-755-1666 Page 1 of 2 DI 13 Project Description Friction Method Manning Formula Solve For Full Flow Slope Input Data Roughness Coefficient 0.010 Channel Slope 0.00448 % Normal Depth 1.00 ft Diameter 12 in Discharge 0.31 ft3/s Results Channel Slope 0.00448 Normal Depth 1.00 ft Flow Area 0.79 ft2 Wetted Perimeter 3.14 ft Top Width 0.00 ft Critical Depth 0.23 ft Percent Full 100.0 Critical Slope 0.00336 ft/ft Velocity 0.39 ft/s Velocity Head 0.00 ft Specific Energy 1.00 ft Froude Number 0.00 Maximum Discharge 0.33 ft3/s Discharge Full 0.31 ft3/s Slope Full 0.00004 ft/ft Flow Type SubCritical GVF Input Data Downstream Depth 0.00 ft Length 0.00 ft Number Of Steps 0 GVF Output Data Upstream Depth 0.00 ft Profile Description Profile Headloss 0.00 ft Average End Depth Over Rise 0.00 % Normal Depth Over Rise 100.00 Bentley Systems, Inc. Haestad Methods Solution Center FlowMaster [08.01.058.00] 7/9/2007 10:40:27 AM 27 Siemons Company Drive Suite 200 W Watertown, CT 06795 USA +1-203.755-1666 Page 1 of 2 DI 14 to SG Project Description Friction Method Manning Formula Solve For Full Flow Slope Input Data Roughness Coefficient 0.010 Channel Slope 0.01792 Normal Depth 1.00 ft Diameter 12 in Discharge 0.62 ft3/s Results Channel Slope 0.01792 Normal Depth 1.00 ft Flow Area 0.79 ftz Wetted Perimeter 3.14 ft Top Width 0.00 ft Critical Depth 0.33 ft Percent Full 100.0 % Critical Slope 0.00334 ft/ft Velocity 0.79 ft/s Velocity Head 0.01 ft Specific Energy 1.01 ft Froude Number 0.00 Maximum Discharge 0.67 ft3/s Discharge Full 0.62 ft3/s Slope Full 0.00018 ft/ft Flow Type SubCritical GVF Input Data Downstream Depth 0.00 ft Length 0.00 ft Number Of Steps 0 GVF Output Data Upstream Depth 0.00 ft Profile Description Profile Headloss 0.00 ft Average End Depth Over Rise 0.00 % Normal Depth Over Rise 100.00 % 7/9/2007 10:35:32 AM Bentley Systems, Inc. Haestad Methods Solution Center FlowMaster [08.01.05 27 Siemons Company Drive Suite 200 W Watertown, CT 06795 USA +1-203-755-1666 Page 1 off 2 2 SG to Seepage Bed Project Description Friction Method Manning Formula Solve For Full Flow Slope Input Data Roughness Coefficient 0.010 Channel Slope 0.07168 Normal Depth 1.00 ft Diameter 12 in Discharge 1.24 ft3/s Results Channel Slope 0.07168 Normal Depth 1.00 ft Flow Area 0.79 ft2 Wetted Perimeter 3.14 ft Top Width 0.00 ft Critical Depth 0.47 ft Percent Full 100.0 Critical Slope 0.00355 ft/ft Velocity 1.58 ft/s Velocity Head 0.04 ft Specific Energy 1.04 ft Froude Number 0.00 Maximum Discharge 1.33 ft3/s Discharge Full 1.24 ft'/s Slope Full 0.00072 ft/ft Flow Type SubCritical GVF Input Data Downstream Depth 0.00 ft Length 0.00 ft Number Of Steps 0 GVF Output Data Upstream Depth 0.00 ft Profile Description Profile Headloss 0.00 ft Average End Depth Over Rise 0.00 Normal Depth Over Rise 100.00 % Bentley Systems, Inc. Haestad Methods Solution Center FlowMaster [08.01.058.00] 7/9/2007 10:36:31 AM 27 Siemons Company Drive Suite 200 W Watertown, CT 06795 USA +1-203-755-1666 Page 1 of 2 ASS,,/�"IATED EARTH SCIENCES lc. SEPTIC SOILS EVALUATIONS - STORM DRAIN SOILS DATA - SOIL SURVEYS - SOIL WETLAND INVESTIGATIONS R-VALUE SAYIPLIN'G — GEOLOGY INVESTIGATIONS - SITE INVESTIGATION Glen H. Logan 6238 Edgewater Drive Boise, Idaho 83709 Phone: (208) 672-9213 FAX: (208) 672-9214 Cell: (208) 941-7284 Harley R. Noe 5740 N. Applebrook Way Boise, Idaho, 83713 Phone & FAX: (208) 939-8602 Cell: (208) 850-4926 Mark E. Johnson 1886 N. Greenfield Avenue Meridian, Idaho, 83642 Phone & FAX: (208) 898-9541 Cell: (208) 869-9099 September 20, 2006 Kathy Stroschein Becky McKay Engineering Solutions 150 E. Aikens St., Suite B Eagle, ID 8 RE: Soils evaluation on Jerico Street site Today I evaluated and described two test holes on the above 40-acre parcel located in the Southeast I/4 of the Northwest I/4 of the Northeast I/4 of Section 30, Township 4 North, Range 1 East, Boise Meridian, Ada County, Idaho. Attached is a photobase map showing the test hole locations and approximate property boundary. No groundwater or evidence of wetness was observed in either test hole to a depth of 15-feet below ground level. PVC pipes were installed in each test pit prior to backfilling to allow for monitoring of any groundwater activity. We will gather biweekly readings on the site for the remainder of the 2006 irrigation season and will gather measurements next season as you require. There are a total of 32 test holes within % of a mile of this location for which we have a full year of monitor data in 2004 and 2005. Two of the sites are located within I/4 mile of this parcel. All are on the same terrace landscape position. No groundwater was observed in any of those test holes to 15 feet on any measurement. Based on that data, I would expect no free water to be present on this site. Weak to moderately cemented hardpans were present at depths of 3 to 4 feet in both soil profiles. A dense compact (but not cemented) layer was present at 50 to 69 inches in test hole 2-06. That layer dug with some difficulty, but will propose no interference to trenching. The hardpans and dense layers need to be breached and replaced with more permeable material where stormwater Jerico Street site —page,' facilities are constructed. This will allow water to reach the freely drained material below. Both profiles were underlain by gravel, cobbles and sand or loamy sand below a depth of about 6 feet. No R-value samples were gathered from this site. We have an extensive database of sample results collected from sites all over the Boise Valley. These silt loam and silty clay loam textures normally produce values of from 5 to 15. With values this low, it is essentially a waste of time to sample these textures. From my observations I see no soil conditions that will create any interference to development on this property. If you have questions or need anything additional, please call me at 850-4926. transmitted via e-mail HARLEY R. NOE Professional Soil Scientist cc w/ attachments: Packard Estates Development, LLC, Boise, Idaho Associated Eat` Storm Drain Test Hole Descry_. n & Evaluation Sciences, Inc, Date Of Evaluation: 9/20/2006 Evaluated by: Harley Noe, Professional soil scientist Requested By: Packard Estates Development, LLC Address: 6223 N. Discovery Way Phone: 323-4002 City: Boise State. ID Zip: 83713 Legal Desc: SE 1 /4 of NW 1 /4 of NE 1 /4 Section 30, T. 4 N., R. I E., Boise Meridian, Ada County, Idaho General Desc: 1 /8 mile south of Highway 20-26 (Chinden) on west side of Jerico Street Depth (inches) Color Texture Clay % Roots Mottles Est. Permeability Comments (in/hr) Hole Number & Location: 1 -06 6645 0 to 10 10YR 3/3 silt loam 22 to 24 common very fine, fine & medium none 0.5 to 1 very friable moist few very fine, fine & 10 to 32 1OYR 4/4 silty clay loam 32 to 34 medium none 0.2 to 0.6 firm moist to friable moist 10YR 8/3 & lenses of weakly to moderately few very fine & fine in 32 to 48 7.5YR 5/4 cemented hardpan fractures none 2 to 4 highly fractured 48 to 74 7.5YR 3/4 sandy loam 10 to 12 none very friable moist; chunklets are brittle none 2 to 6 & difficult to texture very gravelly loamy 74 to 180+ 10YR 5/6 sand 3 to 5 nearly loose in place; approaches none none 8 to 15 sand; some fine sand General Notes: Slope 0 to 1 percent. No free water to 15 feet below ground level. Hole Number & Location: 2-06 6646 0 to 9 110YR 4/4 1silt loam 9 to 18 110YR 5/4 1loam to silt loam common very fine & 18 to 20 tine; few medium common very fine & 12 to 14 fine few very fine &fine in 18 to 33 I10YR 8/3 I moderately cemented hardpan loam to fine sandy 33 to 50 10YR 6/4 loam 10 to 12 extremely compact and dense 50 to 69 7.5YR 3/4 soil 10YR 5/6 to very gravelly loamy 69 to 180+ variegated sand 5 to 8 very friable moist; some disturbance; none 1 to 2 10% hardpan fraomentc none 1 1 to 2 Ivery friable moist LUJ Vb none 0.5 to 2 highly fractured discontinuous weakly cemented very fine & fine none 1 to 3 hardpan unable to texture; 10% fine gravel, digs none none <0.02 with difficulty none 11 1 11 none I 6 to 12 Inearly loose in eneral Notes: Slope 0 to 1 percent. No free water or evidence of wetness to 15 feet below ground level. Ass, 71ATED EARTHSCIENCES. - ,e. SEPTIC SOILS EVALUATIONS - Sr6RNI DRAIN SOILS DATA - SOIL SURVEYS - SO'fh4ETL.a:ND INVESTIGATIONS R-VALUE SANIPLING — GEOLOGY INVESTIGATIONS - SITE INVESTIGATION Glen H. Logan 6238 Edgewater Drive Boise, Idaho 83709 Phone: (208) 672-9213 FAX: (208) 672-9214 Cell: (208) 941-7284 Harley R. ?doe 5740 N. Applehrook Vvay Boise; Idaho, 83713 ?hone & FAX: f208) 939-9602 Cell: (208) 3�O-4926 Mark E. Johnson 1886 N. Greenfield Avenue Meridian, Idaho, 83642 Phone & FAX: (208) 898-9541 Cell: (208) 869-9099 October 10, 2006 Kathy Stroschein Becky McKay Engineering Solutions 150 E. Aikens St., Suite B Eagle, ID 8 RE: Final groundwater status report - Jerico Street site On September 20th, I evaluated and described two test holes on the above 40- acre parcel located in the Southeast 1/4 of the Northwest %4 of the Northeast 1/4 of Section 30, Township 4 North, Range 1 East, Boise Meridian, Ada County, Idaho. Attached is a photobase map showing the test hole locations and approximate property boundary. At the time of that evaluation I stated that I would not expect to see groundwater on the site above a depth of 15 feet below ground level. The September -October period is the normal time that peak groundwater levels are observed. Since my September 20th report, both monitor pipes on the site have been checked on two occasions. No water is present in either pipe. Based on the soil profile descriptions, additional readings at the site and the other monitor information from around the area referenced previously, I would stand on my opinion that this site will remain dry. These test holes confirm no free water has been present above 13 feet below ground level. I see no need for any additional data gathering on this site. If you have questions or need anything additional, please call me at 850-4926. transmitted via e-mail HARLEY R. NOE Professional Soil Scientist cc w/ attachments: Packard Estates Development, LLC, Boise, Idaho Jerico Street Site 2006 Monitoring All readings are depth below ground level in inrrheg Hole Bottom at dig Number Depth 9/20 9/28 10/8 1-06 153 153 153 153 2-06 152 152 152 152 E!piannlng and engineering communities for the future ;S UTIONSUP July 9, 2007 Mr. Len Grady City of Meridian Public Works 660 E. Watertower, Suite 200 Meridian, ID 83642 Re: Jericho Subdivision Dear Len: 1029 N. Rosario Street, Suite 100 Meridian, ID 83642 Phone: (208) 938-0980 Fax: (208) 938-0941 E-mail: es-kathys@qwest.net Please note that this is certification that the street centerline is a minimum of 36 inches above highest known groundwater elevation. Please call me if you have any questions or require additional information. Sincerely, Engineering""Solutions, LLP wE�rE Kathy Stroschein, P.E. Partner KMS:ss cc: Joe Atalla C: \2005\ 12\5120 l \Correspondence\Out-going\Grady. doc CITY OF C�Ucrld,law 33 E. Idaho Ave. Meridian, ID 83642 v