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Home My WebLink AboutJericho Sub FP Applicationr y I CITY OF tw TRANSMITTALS TO AGENCIES FOR COMMENTS ON IDAHO EVELOPMENT PROJECTS WITH THE CITY OF MERIDIAN 0 '°o,\SURF o insure that your comments and recommendations will be considered by the Meridian City Council please submit your MAYOY II comments and recommendations to Meridian City Hall Taromy de Weerd CITY COUNCIL Keith Bird Joseph W Borton Charles M. Rountree David Zara ba CiTyDEPARTMENTS City Attorney/HR 703 Main Street 898-5506 (City Attorney) 898-5503 Fax 23 Fire 540 E. Franklin Road 234 fax 895-0390 Parks & Recreation 11 W. Bower Street 35 / fax 898-5501 Planning 660 E. Watertower Lane Suite 202 884-5533 / fax 888-6854 Police 1401 E. Watertower Lane 888-6678 / fax 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® / fax 884-0744 Water 2235 N.W. 8th Street 888-5242 / fax 884-1,159 Attn: Will Berg, City Clerk, by: August 14, 2007 Transmittal Date: July 27, 2007 File No.: FP 07-024 Hearing Date: August 2l , 2007 Request: Final Plat approval for 44 detached single-family buildiq Lots, 24 attached siggje-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: 8055 and 8185 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, CIC Joe Borton, CIC Keith Bird, CIC David Zaremba CIC 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) Wridian 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) Intermd`untain 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 -Kung Irrigation District CiTy HALL 33 EAST IDAHo AVENUE MERIDI4N, IDAHo 83642 (208) 888-4433 CITY CLERKQFAX888-4218 FINANCE & UTILITY BILLING FAX 887-4813 MAYOR' FFI 814-8119 Printed on recycled paper w 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 1/4 of T. 4N.9 R. IE., Section 30. — 7 — w N IF 7� crry Cvari lan ti IDAHO Planning Department IWI COMMISSION 8c COUNCIL REVIEW APPLICATION Typp of Review Requeslld (cheek all that apply) ❑ Ani exation and ZoningF ISE ONLY:Lq ❑ CompreiitnsiVe Flan N%p Amendment -- 0#007 Osey ❑ Comprehensive! Flan Text Amendment File numbers): ❑ Conditional Use Permit ❑ Conditional Use Permit Modification Lf Final Plat J%etiC�U ` Project name. � ❑ Final Plat Modification Date filed: ` 3'"611ate complete: 07,-1o;FP ❑ Planned Unit Development ❑Pt`lunina Plat Assigned Planner:VV)p�cc%,d rY ❑ Rezone Related files: ❑ Tirn6 Extension (Commission or Council) �� 0 p 1? ❑ UDC Text Amendment r 13 Vacation (Council) Hearing date: * 4[ `17b Commission Council ❑Variance ❑ Other — Applicant Information Applicant name: Beron Dve4ein "t Applicant address: 6223 N. Discovary WaL Suite #100. B ise Idaho Applicant's interest in property: 00wn ❑ Rent ❑Optioned ❑ Other 8: Phone: 20 23-4000 �w 1 Zip: _ 8,3 7 U . Owner name: Heron River Devgl en _LLC/R. Qraig Groves and Wirt &IMonds Phone: X208) 323 4000 Owner addnss: 6223 N. QIW&very Way. Suite #4 00, Boise. Idahm Zip: 83713: A nt name (e.g., architect, engineer, developer, representative): Becky W&M 2"r Firm nam*: negma ' Solutions, LLP - -- Phony: 248 935-0980 Address: 029 Roaario StreetSuite 100 Meridian, ID Zip: 36 y _ Primary contact is: ❑ Applicant ❑ Owneff 0 Agent ❑ Other Contact name: Becky cKa Phone: 208 9 -0980 E-mail: es-beckm west.net Fax: ..�i 0I-8)38-0941 SObject Property fnformittion ■ ■ Location/street address: 6055 and 6195 N levicho, Road Assessor's parcel numbers): S0530120600 and ` 0534120760 .1 _ total Township, range, section: T.4N., R. I E.• Sects0 acreage: 9.5 Current land uae: One siggle-ft 4Ry residgiWal lot current zoning district: R-4 an w 660 E. Wategovkr Lark, Suite 202 • Meridian, Idaho 83642 Phone: (208) 884-5533 * Facsimile: (208) 888-6678 • Website: tit*my.mei-iciiancit � 1 ■ Project Deocription Project/subdivision name; Racho. *visigg- General description of proposed project/request: 1 plat annroval for 44 dqtgcb&d s' e- ily units, 24 attached in le -i1 units 10 jommnnJ&ftand 2 alla lots on 9.525 ac Proposed zoning district(s): R-715 (Ex(Exist' Acres of each zone proposed::' 9.525 QdLtbW Type of use proposed (check all that apply): Residential ❑ Commercial ❑ Office ❑ industrial ❑ Other Amenities provided with this development (if applicable): 0.H2 -acre cornmon/o„pen mace ... .. Nor - Who will own & maintain the pressurized irrigation system in this development? Eightower-Jet' o Honagwnese AWgiatig1l.. _.,.�. .,. Which irrigation district does this property lie within? Settlers' inimh9iWiAtrict Retidential Project Summary (if applicable) Number of residential units: 68 Number of building lots: Number of common and/or other lots: 10 coffin lots. 2 alley lots Proposed number of dwlling units (for multi -family developments only): ■ Bedroom: 2 or mors Bedro&ns; Minimum square footage of structure(s) (excl. garage): x,,200 - _ Propo`,ed building height: Max. 40' y Minimum prop%ity sift (s. f): z,4f _ Average property size (s.f.): 4.377 R Gross density (DXJure6tela! land): 7.14 Net dWasity (DUMcre-excluding rods &'hileys): 6.83 Percentage of open spacie provided: 8.2 _ Acreage of open space: a. _ acre Pcrceptgge 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, com on,'etc): landa d comram at& 5 Type of dwelling(s) proposed: El Single-family Q Townhomes ❑ Duplexes ❑ Multi -family Non-residential Project Summary (if applicable) Number of building lots: Other lots: Grass floor area proposed: Existing (if applicable): ,. Hers of oration (days and hours): Building height: Percentage of site/project devoted to the following: Landscaping: Building: Paving: Total number ofFemployees: Maximum number of employees at any one time: Numbilr and ages of students/children (if applicable): Seating capacity: Total number of parking spaces providoo: Number of compact spaces provided: : L; Authorization Print applicant name Applicant signature: 6§0 E. WdertoV6t LaA, Suite 202 . Meridian, Idaho 83642 Phone: (208) 884.5533 + Facsimile: (208) 888-6678 * websif: www.mL;rridiancity.org 2 ■ iL ■ g p 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 of N. Locust Grove Road and 1/8 mile south I *f E. Ch*nden Boulevard, adjoins Westborough Subdivision on the east, Arcadia Subdivision on the i,outh, and Hightower Subdivision on the north. The gross density is 7.14 dwelling units per acre, and the riet density is 6.83 dwelling units per acre. 0 The final plat conforms with the approved preliminary plat and meets all requirements thereof. The 0 project conforms with all requirements and provisions of the UDC. The project was designed using zcceptable engineering, architectural and surveying practices and local standards. The project was ?-nnexed under Ordinance 07-1314A. No development agreement was required for this project. R. li� NIC 1 ON !) 11 0 ELV-1- V; � F iiE F 0 K. IN rl� I iS 7W.. _. & A11( r n 1 .0. IN .g -A Ip A IL rmoil A 9F6 I% i-! PC. -Vvil 450 Eut 17o er ?ff Z rz VILI -1: U%, 0 U; �, zI, A- •R1 d 1K wA H _. w uite 150 49T M w F -e nd Q Meri.diM, ld.#hp A; VV w Y. I I - . �a Ru CNIP• S U RY ET 0 -ni J4 -d - ko GwR 0 U P, V :t� wil hone (20" 846-8570 0A 109 1121 r, 6 ;11- 741;�; Fax (208) 884-5399 T �L k �Z� -1 r. 5N w; f;. ed .0 d L 'Z F, 1111, 41 IL e. - 41 a _F U, 9 _O. P-4 ur r1F �Iil Mo. R rk Oil W Iona - A August 21, 2006 0. WL qJ eilt 7.. No. 06-116 2 7 N, V.J� Id Ll 41P 61�f vj.sed tember 8 2006 41 9 n_�jt I Z L�- Md j a Pr Ip 9 16= 4 ;-g 1141 MIF Iola - 9 e%. LM 9 �; q —a r, 'p. �! r. ffen h9 -L I LTJ _1 E D - 11, - .6 11P ON - LA 9 r 9 vy..p o: L M LJ d I I %% P� kY .0 L 1/4 of the NE 1/4 of Seep. on 1 91A parcel o�_Iand lo a -ted I'M the, Eaq 1/2 Af t 45d. I t6l N.. It WE _,oynty, Idaho, more p cmariy d escribed as foUo% g: '111 M44P ri 111'% 1A w 5'� _E 17 - L cmg at t4p co �.j 9M%sp t Eqyops49, 20, 29., the ection 30, from V1U4z 1 9 !Okif�'i the 1/4 �.comer commo d Sq�fions.19 ni� bears North 8 9'5 VA7" AV,,e ilfl 1wiH sal NL41! h) ,12 196 feet; Thenc .:c 89'51 "' 7"West, 1316.99 feet to the East 1/16 comer Tj. W. 4. r 9 199 # IN, -common and1l to sak Sect* s 1 0; lbepce �,,ofh 00"29'36" Wqst, 1327. P42 feet to the .4 NF,1/16 corqpr, common to 4 Northeast comer' 6TArcadia Subdivision .9 am 1S rx ■ A n. red6rded M' Book 94 of Plats'at Page 11502, recoras ot Ada County, Idaho Thence along !8 9 9 Iffie North boundary of said su�division S 89*5-8'29".West, 50.00 feet to the REAL E� �n I" -qp, P:1' ;Tl rV �LWQUNI 94014AK - jLf- - I N, I � K ; ".. �4 -& Ip La �� I *:�.. V, I - 0)�- 'Ir - ftp A re F TIA J�l W ir LA ON., MAX ""`E1bencd continuing So ?9048 ,..32�eat�,flie Noowest p er of, 2ta9� t, 6W w Vv an 1:-±_, LE r -.04 d Arca S•visl ® Via A r:F _kA. hL 0. 1"ek F Rw d Thence d ig said No boundqy North 00OLl 8'2229 East ®, feg�;v op q�l %e 7F rn - - �[ fi V1 Ve,. UIJ RM 4 1 r 9 T pm IT Vic & Fal r P PLV& .! . . t x _-, F �4 4A iX M Ar the n'g'q h a radius of 20.00 9t, OA Thence 31.40. feet along the arc of a curve avmg V Yd % fte-,pf 89' 7`32" and a n chord be North 45*17'08" tj 28.27 7%1, 7AN ;Tee% a centr an in 4 t* !LE, L-. I V, A L '7 1: V LW qM I r'j Rx co;[w r b5 N1111 -e- 1% q1 IV P24 IL QW,4 �IL JAI ,r IN A - - I _A b6p eff, e West n"O-of-.w c Thence South 8�',4 I". ast, 591,.54 feet t?L A Ai ■ �2 iA9 �Ie, a 1-44 E: 1 4 %M zz N. lericho Road A, TZ �%l L 0.1 Thence along said right-of-way South 00029'364" elt .678.3 feet to �he Po�ltOf A -13e XA "a 1 0 C 6=04g V2 acres, morepr less. w 10109 e Mr 9 I VILZ- 415 r L -4 9 - ON .6 19d;rfl M 9 LZ LO *ttw CJI T LN �A EA w g d By: 4t: =Pr S9 P, A r6� d r.d 9 T; 0 F -V R;: ..Q W'. 41)" - 9,, -r.,- PF%Q_1 _w -9 1 1 �P-L dl,111 -4 1111111 il� whz 0 - . P0. W-0 , iq Q., L wj, J. L,,. - - %.1. 1:5!4 110M. Ir U —0 OL N 1h ILI % Tj U.0 .96. rte* IL L. - S D 65 6-; NL RIP P 9 L IN 0 1%1 �ILV J3 :Ir - 9 CNIP �c d -9 :z ir LTJ z. 4. 4.i r■i gIii Vf N CE R! M I Z.- 9 is M L'Un Q IL 1 44 .4 it i� 0 �5_ I. tri lilic 6:E 1W e4 % 5 , (.E 9§ kq��- f L 61 C K FL V4 44 SIX N '66 , A�r lk� 6114 IN 9 P_ PC Lrul wl.6n q�R h 4 T -.h- t all 'M 9- P, 4. IF -P d 19 4_� 4 L%= �)i ig 0 )Y&I EC 0 F 10 INC IrL A67 W. A IZ k t.V NO Nm� .9 le. I r � i6 A* kj IN 9 A, ip- of hL rR w] I owl D. Terry Peugh., P T Q Professional Land Surveyqrs ADA COUNTY REGQHOER J. DASD NAWIRRO Aw to 2 Iglsf IDXIq ab11ft 9:11 IN DEPUTY Lig kbit N+ 111111111011111111111111 � �I WORDED— REQUEST OF ism u Lt lll� I This sheet has been added to the document to accommodate recording information M N % JG STATE OF W-5 County of AcIN Co On thip L�1*t ■&v jof Jyky t* of % �O T _y 2006, tAfo1* roe, tt* uadd%ignA Nc v Puk� ar 0 &W fommid Slate, PW*dMAY Xft-PiOi-f A.- Mccluft 80 L-Vrr C. McClure L ri 8 1. C' % "Boo kmmn or idantifkd to mv to be ft pmorwwhosslr�v OF 44 Aw vuk�vfriwd to tho.1wit knovvlxdgmd 4 to "M thqo- tl*Y exicu t t. WA - AL. L M4POW' ALA-% My commbsiDn ex P -*Km: Lawyers Title Insurance Corporation T Grant eva hfftin hfivf c a **bved the foRW99: q& Ar =RWANTY Doft E ED Title Fill No. LT06-12930M ido FOR VALUE RECEIVED MICHAEL A. MCCLURE AND LINDA C. MCCLURE, husbmadi aW wife I GPANTOR(s), dod(do) h6reby GRANT, BARGAIN, SELL and CONVEY unto: Hwon Rivet Davcbpment, LLC, an Idaho Limited Liability Company n� GRANTS . (s), wholt cunrntrafldrft is: 6223 N Dircoftry WAY4100 Bobv, ID 83713 ES the following dwribW rgpl preprry in at CWnty, State of h#ho, more pinioubsrly dearibud as follom, i to wit: Th'a South 1/2 of tWSouth 1/4 of * Northwest 1/4 of tife Northeast 1/4 of Saction 30, To hip 4 North, Rangw I Ent, Bol n-MeriMm, Ada County, Idaho. 4. r TO HAVE AND TO HOLD tM sW prernied, With &dir appirtlPhaftcat unto tha ftid Grsm(s),IaM GrWWK9) h&§,." aFgijlnf, fbiFFrerArid the MW to 4) �w(do) fCedby c*vgna* ig *0 wfth the jaW GrtWk%), that ii Gim r(s) W= the onmer(a) in fee stimph of mW pr in i i; that Wd prernim are f*w frco allamumbnomj EXCEPT ftv to qM0 this convefkWe is exp r7mlympdi iubject and those a*&, JWWW Nr dodc by ft Grar**@); and subjpct to rowrmatimm, rowindom 4adkWouv, awnwntx, rigbto of waread a riff, y) of rward, inditenaml axessiO own (irmlvffing ln*tkm W utilkylaim- ifs y) f yftr, wl*h 'W& nQt yet due avA pay &0,,%W that Go 4W thS sao frmnall lawful Wr(s) will warmt v4 de cnx aftwxyAr. Datdd: Aly 31, 21W% % ve" x 2 4 Arg Ift" A■p4cclWe L" C. AcclurA M N % JG STATE OF W-5 County of AcIN Co On thip L�1*t ■&v jof Jyky t* of % �O T _y 2006, tAfo1* roe, tt* uadd%ignA Nc v Puk� ar 0 &W fommid Slate, PW*dMAY Xft-PiOi-f A.- Mccluft 80 L-Vrr C. McClure L ri 8 1. C' % "Boo kmmn or idantifkd to mv to be ft pmorwwhosslr�v OF 44 Aw vuk�vfriwd to tho.1wit knovvlxdgmd 4 to "M thqo- tl*Y exicu t t. WA - AL. L M4POW' ALA-% My commbsiDn ex P -*Km: Lawyers Title Insurance Corporation 3 ADA COUNTY RECORDER J. DAVID NAVARRO MOM 9.00 3 1019E I%kHO OW200 04:32 POE I -it RECORDED —REQUEST OF Jolff-upygim-amra Lawyers Title 166 042-369 I' Cc Thlis s'lml-ect hus b .fldd di.tto, thle idoc. ml@W,- p e-CITAU e, xccovaW.Q..._.,_ recording m 1m a I 4'.. ji A Titis File No.: LT06-11687 OL'A 10 Z rMf 44 ' OR VALUE RECEIVED DELBERT C. MARTENS AND PATRICIA L. MARTENS, husband and wife GRANTOR(s), doas(do) lieftby GRANT, BARGAIN, SELL and CONVEY unto: Wirt Edniond, a married man and R. Craig Groves, a married man GRANTEES(s), whose curritnt address is: 6223 N. D%covery Way #100 2 Bullet ID 83713 U110following d0cribed mal propetty in Ada County, State of Idalio, mofi particularly described as follows, to wit-. TO HAVE AND TO HOLD the said ptemises, with tt*ir appurffnancifs unto the said Grantee(s), and Grantee(s) h9irs arAll MigAt foreAr. And die said Graitor(s) doeakdo) hereby comsnant to and with the maid Grants(s), that Grantor(s) is/ar—c the o wijir(s) in fee simplo o f 3aid preinis a%; that said pteinIA es arb IrM from all dhcumbrance4 EXCEPT those to which this conveyance is expffls§ly madi subject and tho&' macro, sultered or done by the Grann(s); and subjAct to reservations, restrictioni, dedicatiorm, easumnts, riglits'o'f way and agretmems,(if any) ,if record, and general taxop and am�monmg, (including irroation and utility assevniEnts, if any) for die current ym, which are not yet due and payable, and that Grantor(s) will warrant and deferld the nmo from all lawful claims whatso9v Ric. Wated: March 17, 2006 In .—Off b7el7bft C. MartenJ" ratricia L. ddargms STATE OF Idaho County of AdS On thill 17th day of Mlirch In the yqar of 2006, Iftfcoe rn*!, the under-r-igned, a Notary Public in and for saiml State, personmilly M00anced Delbert C., Martens and Patricia L. Marfeig known or identified to me to be the persomw-whats narn6V -th it in-inst&mwnt,,o.nd,,,a(;knowbWgnd are sub1qyJbe*to to n1!/J1Qt they exe U d the same. i nature: Nglng: Penny R. CombA 116siding at: Merldiin', ID My commimislon mcp'ines; 05104106 MY- Imam EMMA A NPI%dmm ti� E zz I The North half of the Southeast quarter of the Northwest quarter of thi I-Yortheast 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 mor particularly described as follows: I Conmencing at the Northeast corner of said Section 30, Township 4 North, Range I East, Boise Meridian, Ada County, Idaho; thence South 89043F West, 1,367.5 feet, more or less, to a point; thence South 00021 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; t1lence continuing M South 00021 West along the West boundary of said county rqad, 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 20.00 feet, central angle is .-Y90000100". length of curve is 31.42 feet and whose chord bears North 4405112111 East, 28.28 feet to a point; thence North 890511 East, 590-06 feet, more or less, to a point on the West right-of-way boundary of said county road; thence South 00021 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. LY _J6.; r, _.!X1 a==;P2--AP-REW3V-_--MI E -P= 13 1 IK TlPC'4 n ;-%ffAkK4 =0 STATE OF IDAHO COUNTY OF ADA 11 1, R. Craig Groves, a married man, and Manager of Heron River Development, LLC, being first duty sworn. upon, oath, depose mid say: 6 That I am one of the record owners of the property Aescribed on the attached, and permission is gTanted to Engineering Solutions, LLP 150 E. Aikens Street, Suite B Eagle, ID 83616 4. to submit the accompanying application(s) pertaining to that property. I agree to indemnify, defend and hold the City of Meridian and its employees harmlesg from any claim or liability resulting from any dispate as to the statements contained C5 herein or as to the ownership of the property which is the subject of the application. 3. 1 hereby grant permission to City of Meridian staff to enter the subject property for the purpose of site inspections related to processina said application(s). Zp A2 2006 Dated thi's day of K Craig-uroves SUBSCRMED AND SWORN to before me the day an AW_ It !I P4110 V .• I PA, r first aLvDve written. 7 (Notary Public for Idaho) Residing at: E_'Zc-::' My Commission Expires: ............. . ............................... STATE OLMAHO COUNTY OF ADA 11 1, Wirt Edmonds, a married man, and Manager of Heron River Development, LLC, being first duly sworn Upon, oathS depose and say: 4. That I am one of the record owners of the property descrlkd 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. 5. 1 agree to 1`ndemnify, defend and hold the City of Meridian and its employees harmless from any claim or liability resulting from any dispute as to flie statements contained herein or as to the ownership of the property which i's the subject of the application. 6. 1 hereby grant permi• ssion to City of Merid• ian staff to enter the subject property for the purpose of site ffispections related to processing said application(s). .,A 2006 Dated this P -day of 40V Wirt y year first above written. V _' Z (Notai-y Public for Idaho) Syr Residing at: .... . ..... My Cornnussion Expires.0 IDSOS Document ARTICLES OF ORGANIZ04TION LIMITED LIABILITY COMPANY (Instrwdons on back of application) name of the limited liability c(xnpany is Pif Q TA rt jD Sj Heron River Devekwment LLC .......... . ..... 2. The street Wdress of the offial rostared office Is: 6223 N. Discovery Way, Suite 100, Boise, ID 83713 and the name of tl* initiol re*tered agwnt at the above address is: R. Craig Groves 3. The mailing address forUure correspondence' 6223 N. DiscovwV WaV. Suite 100, B01se, ID 83713 4. M gement of the limited liability company '11 beyested in: I W) *an r(s) or Member(s) L] (pt -am &wck *e awvAtmbox) 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 thwnome(s) and ress(es) of at least one initial member. X R. Craig Groves 6223 N. Discovezy Way, Suite 100 B(4se, ID 83713 6. Signature of at least one person responsible for forming the limited liabaity company: .......... S of Vata L& Q* Typed pitaffW- R. tralliq Groves Capacity- Manager ri rature Kowk" OF STOTE WU as Y Typed Nerne: W CT lea I" LLC -9 11 L I mob M C*3 Capacity 1@ PLO iff, . . . . ..... . .......... EMENISM Ub 1FAW 279 ;Otp cc I� Abw 13 ui ' 12 1 - w �. ;, - h *9496 Der 8149 Yff UJ d1� d inS CcOISlAianas X NOI 1 z Ea ;; En w � x x I Y__ •+ .1 dlhL -. �sl - I�i YI �• Ap Vim ui cc I� Abw 13 ui ' 12 1 - w �. ;, - h *9496 Der 8149 Yff UJ d1� d inS CcOISlAianas X NOI 1 z Ea ;; En w � x x I Y__ •+ .1 dlhL -. �sl - I�i YI �• Ap ui r pr ' F r CL r y � r t IV r 8 r r r �v F� RR11LI"NAWtFlt4lit 13/16/2006 W� AD& COUNTY STREET HAw"Wo.. EVALUAT subuwlsfoN JERICITO SUS 0 AG#.'UCY And' CY Elm W: Meridian: PP -06-056 WT lit NGE: 30 A 1E D - 9 &N- iL Tip MF 1: ENGINE K-RWJG SOLLITION� LLP 0 The street name comments listed b1law are made by the members of the ADA CQUNTY STREET 14AME CORbMTTEE.(Under ihp dir'Q31ien of iWAda County Epineer) regc4ding thi deyelopmentin acconlance with the Ada County Street Name Ordina'nce. Overall final streel names are subject to change at Final Plat phase levels due to design chdRges, wtime restraints ancqor prwiaup rec Plat street alignments. T HE FOLLOWNG EXISTING GMET M x SMALL APPEAR ON THE PLAT: **N. JERICHO R5 N. MOW, . THE FqW-dMPNMW0P0SED STREETi'ftMES AkE A1+k0V E. HIDALGO ST IN. HOOD LN N. KLARRATH L E. sc)LARILM DR -- I OR NBC]= V,< E Va. POA hL 1KQM:- IF TIME ARE CORRECnONS AND RE PLEASE MAKE THEst MHA�XGES 0)] .411 THE SUBDIVISION PLAT AND RESUBNffr TO TBE CONNTrFEE." A FINAL REVIEW V4UM NO CHANGES REQUIRED AND -1 MATCHNG PLAT MUST BE PRESENTED 10 -1 ADA COUNTY ENGINEER AT'! RECORDING. APA COUNTY ENGINEER Jim Farrens P'.d DATE I AMRIDIAN Representative T - FIRE DEPARTMENT Reprisentative .. ..... .. ........................................ DATE ADA COUNTY IRGHWAY DIS. Representative DATE tj eo;4 ADA COUNTY 8,11ERIET Representative DATE, i kjs�o StCast Approyli SVnt: S DRAINAGE CALCULATIONS FOR JERICHO SUBDIVISION ADA COUNTY, IDAHO i w July 9, 2007 ENGINEERING SOLUTIONS, LLP 1029 N. Rosario Street, Suite 100 Meridian, Idaho 83642 (208)938-0980 STP Job Number: 51221 : -tw V-64 . ... ... TIME OF CONCENTRATION COMPUTATION FORM DRAINAGE VELOCITY TIME AREA NO. LENGTH/TYPE OF FLOW/SURFACE/SLOPE- (f.p.s.) (Minutes) 14� ......... . .... 1: 3 .......... . . ........... !!!!! 'o I '; ............... . . . tt ........................ . . . . . . . . . . I a A , am 1 ...... . . .... ti r i -As . .... ................... . .. ...... A Awl ............. Lb ............................ 'IeN Project Job No. Sheet By Ogaster\tirne cornput form 4 Date r0i Sheetc-f Job No., ................ _7 Masterktime comput form By ..................... Date � / , - 0 Sand and Q 25 Sand and Req'd. Width Baffle Baffle V 25 Grease Trap (cfs) Grease Trap (Ft.) Spacing I Spacing (fps) No. Size (Gal.) Provided -To ld=�MFAMM mim rA Ali MI Nr Rim Ewa%, Am m r, IMM" ir it] re 94 1 �[*documentskeng soinkdrainageks g trap design.form ItP . q 41h ■ (-go C;- ■ • 4A L Vo 4qq ZI cSrp" low ."Ora - h a4x -V.M-Mff� MEMO= I ou 3 qloo.t. T � C NEI )0a)rc4 15 C7 5A(Z" PC) X 51a 1.9 10-1 V 119101 5 �. D 1 0 or- IF I Ad 00 't I a ■ I= r q r K �} �rr�--iv �a--�.y�„ ,,= ��c �, fir. X45 ', i �� r,� = 4�, �1 �,� Now Ri dp 3-7 5 P,5 (05U 4vi lid hL A ii i w.,G... SURPIVI&CIJ BOUNCkkRY PR(WCAD LOT UNE 5- CCVTQW UNE 1' CONTOUR Olt SURFACE FLOW DIRECTIO" STORM DORN SEEP;AC* WED IS ATT: CRAB GROVES 6223 N. ZSCOVERY, S*E 120 BQlSE,-.UkH0 83713 Phos (208) 323-4002 L 2597 2 t 445 \3 + - --------- 1,4 L (100, 4 0 A 1p 2 3 4 c 0.8 A cil 5 12 13 1.9 7 — — — — — — — ■ 12 00 18 yy is 201 10 4 11 33 32 31 Tc E Min ST. _4- -Y 11 Tc g�p=T 20 1. 15 A, 34 33 32 N 0. 6 Ac w.,G... SURPIVI&CIJ BOUNCkkRY PR(WCAD LOT UNE 5- CCVTQW UNE 1' CONTOUR Olt SURFACE FLOW DIRECTIO" STORM DORN SEEP;AC* WED WON RWER DEVEGWOENT, LLC ATT: CRAB GROVES 6223 N. ZSCOVERY, S*E 120 BQlSE,-.UkH0 83713 Phos (208) 323-4002 Fox (2C11) 672-1201 N I ti ---- - --- --------------- ------ Jericho Subdivision MeridiapE VOLUME Job No. 51221 20 -Jun -07 (Assumes C 0.40) BASIN AREA Tc V100 * 115% NO. (acres) (minutes (cubic feet) 1 0.80 13.5 1325 2 1.90 17.3 3146 4471 3 ............... 2.55 dim ............. 2 1. 1 4223 4 0.40 11.2 662 4885 5 0.40 12.3 662 6 1.15 22.9 1904 2567 7 0.30 11 .2 497 8 0.45 13.0 745 9 0.60 2 9. 0 994 10 0.70 11.5 1159 11 0.25 10.0 414 12 0.25 10.0 828 13 0.25 10.0 414 14 0.25 10.0 414 828 � 10 D1#1 Project Description■II Friction Nethod Manning Formula Solve For Full Flow Slope Input Data M x Roughness Coefficient 0.010 Channel Slope 0.00035 ft/ft Normal Depth 12.00 in Diameter 12.00 in Discharge ■ 0.87 ft3/S Alb % own % 0! Channel Slope 0.00035 ft/ft Normal Depth 12.00 in Flow Area 0.79 ft2 Wetted Perimeter 3.14 ft Top Width 0.00 ft Critical Depth 0.39 ft Percent Full 100.0 % Critical Slope 0.00339 ft/ft Velocity 1.11 ft/s Velocity Head 0.02 ft Specific Energy 1.02 ft Froude Number 0.00 RkArnum Discharge 0.94 ft3/s Discharge Full 0.87 ft3/s Slope Full 0.00035 ft/ft Flow Type SubCritical fn ta 2V Vut Da' % I 0 W MIN hA -a- I KO M 0 - 0 rZ P'.d Downstream Depth 0.00 in Length 0.00 ft Number Of Steps 0 Upstream Depth 0.00 in Profile Description Profile Headloss 0.00 ft Average End Depth Over Rise 0.00 % Normal Depth Over Rise 100-00 % Bentley Systems, Inc. HAeMadMethods Solution Center Flo WMaster [08.01.058.60] 6/2612007 11:37:06 AAA 27 ie on Compeny Drive Suite 200 W Watertown, CT 06795 USA +1-203-755-1666 Page 1 of 2 V' V Channel Slope 0.00156 ft/ft Normal Depth 12.00 in Flow Area 0.79 ft2 Wetted Perimeter 3.14 ft Top Width 0.00 ft Critical Depth 0.58 ft Percent Full 100.0 % Critical Slope 0.00392 ftift Velocity 2.33 ft/s Velocity Head 0.08 ft Specific Energy 1.08 ft Froude Number 0.00 -Maximum Discharge 1.97 fp/s Discharge Full 1.83 ft3/s Slope Full 0.00156 ft/ft Flow Type SubCritical Downstream Depth O.OT- in Length 0.00 z Number Of Steps 0 L -OJAI --,No om . . . . . . . . . ...... Upstream Depth aws 0.00 in Profile Description Profile Headloss 0.00 ft Average End Depth Over Rise 0.00 % Normal Depth Over Rise 100.00 % 0 Bentley Systems, Inc. Haested (Reffiods Solution Center FlawlYl ter [08.01.058.00] 612&200711: 7:53 AM' 27 Shnnorit CompAny Drive Suite- 200 IV Vyatertown, CT 66795 USA +1-•203-755-1666 Page 1 of 2 z LF r -"-6 G2 L, 11 4 q . - -,3 -W, OL L ft/s, Ile, L4 77 I. -L-0EP� 5jj T qt 9r" 1' -fir - F—I 1-1: - . :!�� P� I rL• 11 - lei. Zv;v- T: ft Froude Number 010 Ile Maximurn Discharge 2.92 1 rr I to Discharge Full 2.71 L . ..... Te FT Slope Full rAI !0 r". �j: L . t7 - ftift Flow Type SubCritical ---------- ---- Downstream Depth 0.00 in Length 0.00 ft Mill L 0 Velocity 3.45 ft/s, Velocity Head 0.19 ft Specific Energy 1.19 ft Froude Number 010 Maximurn Discharge 2.92 ft3/s Discharge Full 2.71 ft3/s Slope Full 0.00342 ftift Flow Type SubCritical ---------- ---- Downstream Depth 0.00 in Length 0.00 ft Number Of Steps 0 'L •P P. xe l:.yr; L, 4 41L, .1 L! :—:r7 7. 3 L 41 Upstream Depth 0.00 in Profile 3escron Profile Headloss 0.00 ft Average End Depth Over Rise 0.00 % Normal Depth Over Rise 100.00 % BenM" Spkem*., Inc. Hiestad Mellhoda Solution Center FloWINAtV [08.01.0%8.00] 612512007 11:97:05 PX. 27 Sirmong Company Drive Suite 200 111. Watek(xvn, CT 06795 USA +1-203-755-16,66 P692 I of 2 SG I toMH 1 ■ x V I Pr�bjkt [Destripiion Friction Method <Manning Formula Solve For Full Flow Slope ta LW 1P % 1%)UM M ILI Roughness Coefficient 0.010 Channel Slope 0.10415 % Normal Depth 1.25 ft Diameter 15 in Discharge 2.71 ft3/S Channel Slope 0.10415 % Normal Depth 1.25 ft Flow Area 1.23 ft2 Wetted Perimeter 3.93 ft Top Width 0.00 ft Critical Depth 0.66 ft PerdmeAt Full 100.0 % Critical Slope 0.00346 ft/ft Velocity 2.21 ft/s Velocity Head 0.08 ft Specific Energy 1.33 ft Froude Number 0.00 i9bximum Discharge 2.92 ft3/S Discharge Full 2.71 ft3/S Slope Full 0.00104 ft/ft Flow Type SubCritical 6� 121 1 11 1=111ill, "!, 0 4 i7taig M-11 61`� L A F7w STic Downstream Depth 0.00 ft Length 0.00 ft Number Of Steps 0 Upstream Depth 0.00 ft Profile Description Profile Headloss 0.00 ft Average End Depth Over Rise Normal Depth Over Rise 100-00 % Bentley Systems, Inc. Havat9diMothods Solution Center Flo wMigter [08.01.098.001 6/26/2007 4:01:54 P 27 Siemons.Compang Drive Suite 200 ertown, CT U796 USA +1-203-7K-1666 Poge 1 of 2 o W Xmmlmm,' AA I 10M Friction Method :Manning Foffnula Solve For Full Flaw Slope OkE -F. -Etl T. 9"Nr' • 9. ko,63�.— I -�, u . 1.� �! F— P' j < Y. f;A 7,.-• r9LO --;T L 16; h rAL g- ri Lr tL Roughness Coefficient 0.010 Channel Slope 0.00039 ft/ft Normal Depth 18-00 in Diameter 18.00 in Dis-&-harge 3- 2.71 ft/s 9, -!-;7 1:!7� r,;14 -0 A"L Channel Slope Y 7. -p t� L q C�-, 9KYex=—JY-,� 0.00039 ft/ft Normal Depth 18-00 in Flous Area 1.77 ft2 I Wetted Perimeter Top Width Critical Depth Percent Full Critical Slope Velocity Velocity Head Specific Energy Froude Number .Mtximum Discharge Discharge Full Slope Full 4.71 oft 0. OM I fe-!L 0.62 ft % 0.00300 ftift 1.53 ftis 0.04 ft 1.54 0.00 2.92 ft3k 2.71 fp/s 0.00039 ft/ft QK Bentley Systernies, Inc. Ha@Md MilthodS Sditition Cqnter Flow NaittliIr 108.01.058.00] 6/2542W717: :2T AN 27 Siemons Compmny Drive Suite 200 W Wain j CT 06799 USA +1-203-755-1666 PRge I of 2 ii EA WI l3h: e,, .1i.7-31 r?T" A, P, -Z 4. r, I t L LFrr.4 LS _ti e. C. kr L KllJ 'c; :r or a A 6 T lot 7 eL n L'X Im r; 1 -.J ANFL. L N L IF. bL -n 'ij �t— 'L7X:- L rU Ell L 1. r Z 2 f?k 1, r PH w u w ....... ...... r .4 II N L• F) -A 7: L 'I. ••+ �77 L—; • I.,: 0 It •ti -PIT -'ill IS of ..... ..... I:bq I L I P! C F�lq 11 VA I 11! 11 111� dit V? d V V rz. - 1i le nynnn % � e� el" _' - .' FEE" T." M ;ILL 3 r��: L • • 3r� �� -! �-W. FIs, A Z •5'. C?� al�tl, �PR _ J, J1 n L ri�w Lq r . . .... ri !A IF C L.tit j --.:. - .'r ..I• 41= FrP% 7 K..q - - - - J. Fr :1 1 '2• V. X"r ":'n.::2• A -G N. - j Oe,LL • I IM _% r'l: L: IL 'ITUJI f2. g ;,�V -'::, '-_%�l L '%I A-, LL, JLL 1 ffr:rlL�A 7.04 12 r--qV3.9)Zr L Upstream Depth 0.00 in Profile Description Profile Headloss 0.00 ft Average End Depth Over Rise 0.00 % Normal Depth Over Rise 100.00 % Bentley SySterrig, Inc. HiowtadvUetWds Solution Center FlcwM*Iter [08.01.058.00] h. 6/2=007 11:43:06 A* 27 Sismor* Company Drive Suite 2QQ W Watertown, CT 06795 USA +1-203-755-1666 Page I cfi 2 .M. ?;I N L� al !.:-ti'.: -" ++.. -- •_� _:� ,+ - f�'L i,"F� �l.', - ra � _ , xc, - � � I 7 �" � 17 Y 3 � II � � .r "� r r,j� ��F'''.�-i` � A �+J 11 11-'-7` -y_� -Iv:� �IG�•�I' t-+• 1 �IJ�1 __• af• y•hh,•• - _ � '� ,: •• -- � ? x.�LX � � ' �Jal ::• _• •_ �.,W 1'� �� 'il[¢'.,1. � _ � Y IL• __ { � ��Iti� I - - � ' •r' r =' � �a• i •'•;+�. 1 J�y+i. y,�,�._� � r -I a�,�f===u-�ri lc `yk'� li f . � � _ 1 Nf'''''ti� , - r•1 r +• 1� - ' V �a^_VJ 7 �•_. ]� � � ' � 1• -rL oar• : J,.: .:rx• xL • ^ •� }+ +,_ •RJ f] LI4• �3=_...r,i ]� a •_ ' L - �I:-i �� J1�y1 i Lr! ~F •'�'r•• � � I• J t =`.1 =1�a1 k 1}' 1•sY-.- �• '�L• �J„s �� _. 3... �" I 4 +tlh'- • �a +� a � � ��' { '1 . - rs � ■'1 is �� + �a ■ -�� te� � �•�� . ��■. 1 �� _�L •} � { � M _ :;;.= a_ +a ]-ti �•s} _ f•• • ti< +..r.. �.. ..-. ,tiv -: fr :� k ,r ,1�+1 r��Ly�*' a - F � � L_ ��.aM •a� :�J. �.._ irf•i '�F ��a�_ �. � vl � ... 1_ _I.J _iJ 'I '• � } 1... �'Y ei- f . � I- � a�' Y'•_• +• •.riS_ i' 7#�_yLi�4+. -' ''r. _ _i� J. 7 t; •_ ,,,-y ..rs_ •� a+��. _ �.alg � � �•7 �1•�,i• - •.• .1 - _ i •fa.Lr .a.. r. a r +�z �� r � • .-I� :. 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F7, PTJ i !t R; lilf:LA Roughness Coefficient 'i: , IL2 0.010 —Y 9 .'G F—L' T.:.— •9 j - _42r Channel Slope 0.00041 0.02 Normal Depth 12.00 in Diameter 12.00 in Qischarge 0. 91t 77— ft3/S Channel Slope rL it dL. 4 r'J' 0.00041 Normal DeDth 12.00 in Flow Area Wetted Perimeter Top Width Critical Depth Percent Full Critical Slope Velocity Velocity Head Specific Energy Froude Number Maximum DischarLJ ge Discharge Full Slope Full Flow -.Type SubCritical h'07. 0.79 ft2 3.14 ft 0.00 ft 0.41 ft ail, Zlr 0.00341 ft/ft 1.20 ft/s 0.02 ft 1.02 ft 0.00 1.01 ft3/S 0.94 W/s 0.00041 ft/ft Downstream Depth 0.00 in Length 0.00 ft Number Of Steps 0 • i! .'L.'- -X.: .. .... X'_' qY Z-1 tz ro d Upstream Depth 0.@0 in Profile Descrqtion Profile Headloss. 0.00 ft Average End Depth Over Rise 0.00 % Normal Depth Over Rise 100.00 % Bentleg Systems, Irw. HmstadAlethods Solution Center FlowNfttor [08.01.058.00 fd2WQP7 11:46:09 AW 27 Siemor* Compeny Drive Suite 200 W fttertqw, CT 06796 USA +1-203-755-1669 Page I of I ;:`1 Upstream Depth 0.00 in Profip Description Profile Headloss 0.00 ft Average End Depth Over Rise 0.00 % Normal Depth Over Rise 100.00 % .12 Bentley System"I Inc. LI-eatfid I as 9r $ethodi Solution C%pter FURNO'Mter 108.01.058.00] 6/2912W7 11:47:26 Aft 27 Sisman Cc9npMny Drive Suite 200 W WMertoWn. CT 08795 USIk +1-203-755-1666 Pogo 1 of 2 J-r'��VpL�� N: N: d 1, --: - —. 7r---- ---- —! - si W, IT 3':n P1 . . . . . . . . . . • sl IT— ,T1 C V I -. %.- ..-dVj I W-, a-- Xtel �V.- F. Irl r� r �T, � - - Ili: K Z I I.L rjr e f. e- L rim 7�7 Ar -N L-741(7-� Upstream Depth 0.00 in Profip Description Profile Headloss 0.00 ft Average End Depth Over Rise 0.00 % Normal Depth Over Rise 100.00 % .12 Bentley System"I Inc. LI-eatfid I as 9r $ethodi Solution C%pter FURNO'Mter 108.01.058.00] 6/2912W7 11:47:26 Aft 27 Sisman Cc9npMny Drive Suite 200 W WMertoWn. CT 08795 USIk +1-203-755-1666 Pogo 1 of 2 17 1 j A �•-:.j jir 1- 1 j .6 Ch nnel Slone 0.00012 ftt Normal Depth 12.00 in Flav Area 0.79 ft2 Wetted Perimeter 3.14;� ft Top Width 0.00� A Critical Depth 44. 0.24 ft Percent Full 100.0 % Critical Slope 0.00332 ft/ft Velocity 0.64 ft/s Velocity Head 0.01 ft Specific Energy 1.01 ft Froude Number 0.00 Maximum Discharge 0.54 ft3/s Discharge Full 0.50 ft3/s Sicipe Full 0.00012 ft/ft FOW Type SubCritical U� rY.' Downstream Depth F e A 7 •n6 -9.rof 0.00 in Length 0.00 ft Number Of Steps 0 Upstream Depth 0.00 in Profile Description ProfilR Headloss. 0.00 ft Average End Depth Over Rise Normal Depth Over Rise 100.00 % Bentley SqttemJ, Inc. Fftitffld M-lthedi Sdlution Center FloWlWaster 108.01.058.00] 612IW200711:48:20 AM 27 S iemons Company Drive Suite 200 W Watortown , CT 06795 USA +1-203-755-1666 P 1 of 2 I I ICU; r Downstream Depth 0.00 ft Length 0.00 ft Number Of Steps 0 Upstream Depth 0.00 ft Profile Description Profile Headloss O.Cm ft Average End Depth Over Rise Normal Depth Over Rise 100-00 % =FP =Fc Bentley Sy§terT%, Inc. Haeitad Miethods Solution Center Plow iter [08.01.058.00] 7/9/2007 10:39:48 AM 27 S i e m ons Company Drive S u ite 200 W Watertown, CT 06795 USA +1-203-755-1 6G 6 Page 1 of 2 V DI 11 Zescrlptid:�hm ProJect P Z PE Friction Method Manning Formula Solve For Full Flow Slope g, 7j! Roughness Coefficient 0.010 Channel Slope 0.00448 % Normal Depth 1.00 ft Diameter 12 in Dirpcharge 0.31 ft3/s Channel Slope 0.00448 % Normal Depth 1.00 ft Flow Area 0.79 ft2 Wetted Perimeter 3.14 ft Top Width 0.00 ft Critical Depth 0.23 ft Percent Full 100.0 % Critical Slope 0.00336 ft/ft Velocity 0.39 ft/s Velocity Head 0.00 ft Specific Energy 1.00 ft Froude Number 0.00 Maximum Discharge 0.33 ft3/s Discharge Full 0.31 ft3/$ Slope Full 0.00004 ft/ft Flow Type SubCritical I I ICU; r Downstream Depth 0.00 ft Length 0.00 ft Number Of Steps 0 Upstream Depth 0.00 ft Profile Description Profile Headloss O.Cm ft Average End Depth Over Rise Normal Depth Over Rise 100-00 % =FP =Fc Bentley Sy§terT%, Inc. Haeitad Miethods Solution Center Plow iter [08.01.058.00] 7/9/2007 10:39:48 AM 27 S i e m ons Company Drive S u ite 200 W Watertown, CT 06795 USA +1-203-755-1 6G 6 Page 1 of 2 iwper 04 P i %edt D%scr ion PW 1 It 0 1 0 P'.d WE! - —4- 1 IN UFA M Friction Method Manning Formula Solve For Full Flow Slope K innut i ta o mt j ;4 I . In Eli E 6C 0 rp R� I 41b %* MIT L X Roughness Coefficient 0.010 Channel Slope 0.01792 % Normal Depth 1.00 ft Diameter 12 in Discharge 0.62 ft3/S �7m Ult Channel Slope 0.01792 % Normal Depth 1.00 ft Flow Area 0.79 ft2 V*tted 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 Maximufn Discharge 0.67 ft3/S Discharge Full 0.62 ft3/S Slope Full 0.00018 ft/ft Flow Type SubCritical yt�] 61 0 r, 1 0 't WE 1r_= T Ti E'C W m. �Z K !!!!-u L1 ml= t"M 1 0 'O■ U 13L A k IR �EEEEE % - Downstream Depth 0. 00 ft Length 0.00 ft Number Of Steps 0 ri J. C�LF*V=i ACV= W-0 - 1; I Upstream Depth 0.00 Profile Description Profile Headloss 0.00 ft Average End Depth Over Rise Normal Depth Over Rise 100.00 % Bentley Systems, Inc. Hau*tad Methods Solution Center Flowh4oker [08.01.058.001 7/9/2007 10:35:02 AM. 27 Siemons Company Drive Suite 200 W Wntertown, CT 08795 USA +1-203-755-1666 Page 1 of 2 F D1 13 F""rpjectpqAption 0 & A 3:81 Yvi A !� zq. 0 1 Friction Method MAnning Formula Solve For Full Flow Slope IL Iffie,ut Data , -u I orm 0 mn .1 WN Roughness Coefficient 0.010 Channel Slope 0.00448 % Normal Depth 1.00 ft Diameter 12 in Discharge 0.31 ft3/s R;t � A 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 Critical Slope 0.00336 ft/ft x Velocity 0.39 ft/s Velocity Head 0.00 ft Specific Energy 1.00 ft Froude Number 0.00 1%4�ximum Discharge 0.33 ft3/s Discharge Full 0.31 ft3/s Slope Full 0.00004 ft/ft Flow Type SubCritical ML in it baTa Downstream Depth 0.00 ft Length 0.00 ft Number Of Steps 0 vVE.0 W Utput 11abT 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 Systerrm, Inc. Haestad ffthods Solution Center FlowlWaster 108.01.058.00] 7/912007 10:40:27 A& 27 ie ons Compeny Drive Suite 200 W Watertown, CT 06795 USA +1 -203-755-1666 Page 1 of 2 r 9 X,c D1 14 to SG Project De o . M scription ;on 111 1 Friction Method Manning Formula Solve For Full Flow Slope Inp Zt DA 9r 0 ML- 0 ■ Roughness Coefficient 0.010 Channel Slope 0.01792 % Normal Depth ■ 1.00 ft Diameter 12 in Discharge 0.62 ft3/S WE Nxl%� P -les V!� 9r 111110 U 11 d� 0 :t r� � U -- so d 0 1110 Channel Slope 0.01792 % Normal Depth 1.00 ft Flow Area 0.79 ft2 Wetted Perimeter 3.14 ft Top Width 0.00 ft Critical Depth O33 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 Waximum Discharge 0.67 ft3/s Discharge Full 0.62 ft -3/s Slope Full 0.00018 ft/ft Flow Type SubCritical D X L M= M-4. ge* 1,4 Pr IN -A 16 M -a 0 Downstream Depth 0.00 ft Length 0.00 ft Number Of Steps 0 X04nm Ems AWF MAIN■ E-Ic�,Rv- 6 C1111% EA P'.d A gr ti Upstream Depth 0.00 ft Profile Description Profile Headloss 0.00 ft Average End Depth Over Rise Normal Depth Over Rise 100-00 % Bentley Systems, Inc. Rmstad Methods Solution Center Flo wpaster [08.01.058.001 7/912007 10:315:32 All 27 Siemona Company Drive Suite 200 W Wotertown, CT 06796 USA +1-203-765-1666 Page 1 of 2 SG to Seepage Bed of KUbesc"'riptiorr Y Friction Method Wrining Formula Solve For Full Flow Slope put Oka �ka I E H I 5..d 0 M Roughness Coefficient 0.010 Channel Slope 0.07168 % Normal Depth 1.00 ft Diameter 12 in Discharge 1.24 ft3/S 'S VIVA, ij"d6d M&L 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 fUs Velocity Head 0.04 ft Specific Energy 1.04 ft Froude Number 0.00 N/laximum Discharge 1.33 ft3/S Discharge Full 1.24 ft3/s Slope Full 0.00072 ft/ft Flow Type SubCritical r i��w JM M L ILNL"�"W.4-L-n0 6■ Downstream Depth 0. 00 ft Length 0.00 ft Number Of Steps 0 % Ir qmg X111i I Upstream Depth 0. 00 ft Profile Description Profile Headloss O -G@ ft Average End Depth Over Rise Normal Depth Over Rise 100-00 % 4N Bentley Syjterns, Inc. Hd to *,Solution Center Flowl%azter [08.01.058.09] 7/9/2007 10:36:31 AW 27 Slemon's Company Drive Suite 200A Watertown, CT 06795 USA +1-203-755-1666 Page 1 of 2 ASS0C1ft-TtZJhR"S,C&NCt$ Ifte. SEPTIC SOILS EVALUATIONS - STORM DRAIN SOILS DATA - SOIL SURVEYS - SOIL WETLAND INVESTIGATIONS R -VALUE SAMPLENG — GEOLOGY INVESTIGATIONS - SITE INVESTIGATION 11 Glen H. Logan 6238 Edpwater Drive Boise, Idaho 83709 Phone, (208) 672-9213 FAX: (208) 672-9214 Cell: (208) 941-7284 HarlFy R. Noe 5740 N. Apple -brook 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 0 Kathy Stroschein Becky McKay Engineering Solutions 150 E. Aikens St., Suite B Eagle, ID 8 lit i a a 1: ,ki 91111 Today I evaluated and described two test holes on the above 40 -acre parcel located in the Southeast 1/4of the Northwest 1/4of the Northeast 1/4of 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 2roundwater or evidence of wetness was observed in either test hole to a %nd depth of 15 -feet below ground level. PVC pipes were installed in each test pit prior to backfilling to allow for monitorinp, of anygroundwater activity. We '6.. will gather biweekly readings on the site for the remainder of the 2006 ea sson and will gae thr measurements next season as you require gation. There are a total of 32 test holes within3/a 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 1/4mile of this parcel. All are on the same terrace landscape position. Nogroundwater 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 peni eable material where stormwater jerico Street site —page 2 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 Rrvalue 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 no y 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 interferencCZ.-, to development on this property. If you have questions or need anything .2,dditional, please call me at 850-4916. tramsmided Via e-mail HARLEY R. NOE F"'rofessional Soil Scientist N L. bc w/ attachments: Packard Estates Development, LLC, Boise, Idaho <1%1 we t Storm Drain Test Hole Description & Evaluation Date Of Evaluation: 9/20/2006 Evaluated by: HeFfey Noe,, Profe%ional 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 Ko R. I E., Boise Meridiam 4da County, Idaho General Desc: 1/8 mile south of Highway 20-26 (Chinden) on west side of Jeriico Street Depth (inch") --- - ---- - ----- i: M 41-1 1IRTOOT-1-M ff Earl Y ro So .common very fine, fine & rYi6dium very friable moist few very fine, Me & 1 OYR 4/4 silty clay lown i tmiedium 0.2 to 0.6 Irm moist to friab% moitt I OYR 8/3 & lense6 of W§hkly to moderately :7.5Y R 5/4 cemented hardpan jracturesis ghly fractu r8d very friable moist; chunklets are brittit 7-5YR 3/4 sandy loam difficult to texture — - ------------- F_ wry gra velly loamy n4arly looje in placd� approaches 74 to 180+ !sand - - - - - - - ------------------------- ---- ---- sand; some fine sand common very fine & :very friabie moist; some disturbance; fine; Nov rradium 10% hardpan fragrrkents -common i ivery friable moist ------------- Jfm very One & One in: 18 to 33 mcWerately camonted hardpan 'fractures - - — --------- hl ctured lphly fra ;loam to fire tandy discontinuou's imakly cemented loam hardp4n 16ktr6mely cconpact and denm- unable to texture; 10% One gravM, digs Soil - - - ------ - -- �with difficulty 1 OYR 5/6 to 11va-y @ravelly loamy varftated j!ftnd nearly loose iin place k C.-AVA L* -4 &To C, K03 AM L91 i 110 1 - -w ryv�vT. NL.}. � � I — — , a _...aan ._ .• •• .� .. ::.� _ _ ' � xRre�.r�v� wry• n a�y.r: i�z.;-Sanaa. r .-��• - •�aar r +e • rr.. 5 j i ti L L' S _ r . l ? lY • Z� F w � t L-afK�Y• i�- . �I k I } I i I i 4 i it iL �i L ] r r +J • k 7 p p . b �� 218SCt ' WNCM pkkAR. SEPTIC SOILS EVALUATIONS - STORTM DR.AIN SOMS DATA - SOIL SURVEYS - SOIL WETL.j0N`D M17ESTIGATIONS .N INVESTIGATIONS SITE .,.. m� ,, n 6238 0 672-9214 Cell: (208) 941-7284 Hat -ley FZ. Noe 5 740 N. Applebrook- r Way"Idaho, 13 s X. .. Mark E. Johnson 1886 N. Greenfield Avenue Meridian, Idaho, 8_3642 Phong & FAK (�08) 898-9541 Cefl: (208) 869-9099 Kathy Stroschem* Becky McKay Engineering Solutions 150 E. Aikens St., Suite B Eagle, ID 8 R_E: Final groundwater status report - Jerico Street si-Vi-i 0 On September 201h, I evaluated and described two test holes on the above 40- " parcel r r the Northwest Y4of 4 Northeast J showing of Section 30, Township 4 North, Range 1 East, Boise Meridian, Ada County, Idaho. Attached is a photobase map the test hole locations and approximate propertyboundary, At the time of that evaluation I stated that I would not expect to see groundwater ground groundwaterSeptember-October period is the normal time that peak observed.Since my S20'h eptember report, havi; been checked on two occasions. No water is present in either pipe. Based on the soil profile descriptions, additional reading '-' s at the site and the other monitor information from around the area referenced previously, I would stand on my opinion at this r will remain These r.. rs confirm ......... free water has been present above 13 feet below ground any ditional data gathering on this site., anythingFf you have questions or need additional, please call me at850-4926;. transmitted via e-mail HARLEY R. NOE ff-Irofessional ^c w/ attachments: Packard Estates Development, LLC, Boise, Idaho %W Jerico Street Site 2006 Monitoring A aading5 are depth tolow ground leve! in inrhims Hole Numtwr Bottom Depth at dig 9120 9128 10/8 1-06 153 153 153 153 2-06 152 152 152 152 2 MUSIM 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 8."3642 Phone: (208) 93 )8-0980 Fax: (208) 9_38-0941 E-mail: es-kathys@qwest.nel 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, Engineerin Solutions, LLP a Kathy Stroschein, P.E. 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