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ApplicationE IDIAN IDAHO Mayor Tammy de Weerd City Council Members: Keith Bird Joe Borton Luke Cavener Genesis Milam Charlie Rountree David Zaremba TRANSMITTALS TO AGENCIES FOR COMMENTS ON DEVELOPMENT PROJECTS WITH THE CITY OF MERIDIAN To ensure that your comments and recommendations will be considered by the Meridian City Council please submit your comments and recommendations to Meridian City Hall Attn: Jaycee Holman, City Clerk, by: June 17, 2014 Transmittal Date: June 11, 2014 File No.: FP 14-029 Hearing Date: July 1, 2014 Request: Final Plat approval consisting of 27 single family residential lots and 3 common lots on approximately 4 70 acres in the R-15 zoning district for Amberwave Subdivision By: The Land Group Inc. Location of Property or Project: SWC of W. McMillan Road and N. Meridian Road _Joe Marshall (No FP) _Scott Freeman (No FP) _Steven Yearsley (No FP) —Patrick Oliver (No FP) —Macy Miller (No FP) _Tammy de Weerd, Mayor _City Council —Sanitary Services (No VAR, vnc, FP) _Building Department/ Rick Jackson _Fire Department _Police Department _City Attorney _City Public Works City Planner Parks Department Economic Dev. Your Concise Remarks: _Meridian School District (No FP) _Meridian Post Office (FP/PP/SHP only) _Ada County Highway District _Ada County Development Services _Central District Health _COMPASS (Comp Plan only) _Nampa Meridian Irrig. District _Settlers Irrig. District —Idaho Power Co. (FP,PP,CUP/SHP only) _ Qwest (FP/PP/SHP only) _ Intermountain Gas (FP/PP/SHP only) _ Idaho Transportation Dept. (No FP) _Alia 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 Boise Project Board of Control/Tim Page City Clerk's Office • 33 E. Broadway Avenue, Meridian, ID 83642 Phone 208-888-4433 • Fax 208-888-4218 • www.meridiancity.org (�/rE IDIZ IAN;- �J Planning Division COMMISSION & COUNCIL REVIEW APPLICATION Type of Review Requested (check all that apply) ❑ Alternative Compliance ❑ Annexation and Zoning ❑ Comprehensive Plan Map Amendment ❑ Comprehensive Plan Text Amendment ❑ Conditional Use Permit ❑ Conditional Use Permit Modification ❑ Development Agreement Modification ® Final Plat ❑ Final Plat Modification ❑ Planned Unit Development ❑ Preliminary Plat ❑ Private Street ❑ Rezone ❑ Short plat ❑ Time Extension (Commission or Council) ❑ UDC Text Amendment ❑ Vacation (Council) ❑ Variance ❑ Other Applicant Information Applicant name: The Land Group, Inc. Phone: 208.939.4041 Fax: 208.939.4445 Applicant address: 462 E. Shore Dr., Ste 100, Eagle, TD Zip: 83616 E-mail:jasont�thelandgroupinc.com Applicant's interest in property: []Own ❑ Rent ❑ Optioned M Other Consultant Owner name: Gem State M&M, LLC Phone: 541.521.5549 Fax: Owner address: 5262 N. Papago Place, Boise, ID Zip: 83713 E-maildygreenenergywest@gmail.com Agent name (e.g., architect, engineer, developer, representative): Engineer Firm name: The Land Group, Inc. Phone: 208.939.4041 Fax: 208.939.4445 Address: 462 E. Shore Dr.. Ste. 100, Eagle, ID Zip: 83616 E-mail: jason@thelandgroupinc.com Primary contact is: ® Applicant ❑ Owner ❑ Agent ❑ Other Contact name: _Jason Densmer Phone: 208 939.4041 Fax: 208.939.4445 Contact address: 462 E. Shore Dr., Ste. 100, Eagle, ID Zip: 83616 E-mail: jason@thelandgroupinc.com Subject Property Information Location/street address: SWC N Meridian Rd &E, McMillan Rd - 4585 N Meridian Rd Assessor's parcel number(s): SO436110025 (4.20 ac) and SO436110505 (A97 ac) Township, range, section: 4N 1 W 36 Total acreage: 4_70 Current land use: residential/vacant land Current zoning district: RUT - Ada County 33 E. Broadway Avenue, Suite 102 • Meridian, Idaho 83642 Phone: (208) 884-5533 • Facsimile: (208) 888-6854 • Website: www.meridiancity.org 1 (Rev. 0217812013) Project Description Project/subdivision name: General description of proposed project/request: Final Plat for V residential building lots and three common lots Proposed zoning district(s): Acres of each zone proposed: 4.70. Type of use proposed (check all that apply): ® Residential ❑ Commercial ❑ Office ❑ Industrial ❑ Other Who will own & maintain the pressurized irrigation system in this development? Settlers Irrigation District Which irrigation district does this property lie within? Settlers Irrigation District Primary irrigation source: Settlers Irrigation District Secondary: City Water Square footage of landscaped areas to be irrigated (if primary or secondary point of connection is City water): 29,575 Residential Number of residential units: IL Numberof building lots: 2 Number of common lots: 3 Number of other lots: 0 Proposed number of dwelling units (for multi -family developments only): 1 bedroom: 2 — 3 bedrooms: 4 or more bedrooms: Minimum square footage of structure(s) (excl. garage): 1300 Proposed building height: 40' max Minimum property size (s.l): 2400 Average property size (s.f.): 2685 Gross density (DU/acre-total land):_ 5,N Net density (DU/acre-excluding roads & alleys): _ Percentage of open space provided: 19 Acreage of open space: •88 Percentage of qualified open space acreage: 14 (See Chapter 3, Article G, for qualified open space) Type of open space provided in acres (i.e., landscaping, public, common, etc): common lots, landscaping Amenities provided with this development (if applicable): N/A Type of dwelling(s) proposed: ❑ Single-family Detached ® Single-family Attached ❑ Townhomes ❑ Duplexes ❑ Multi -family ❑ Other Non-residential Project Summary (if applicable) Number of building lots: N/A Other lots: Gross floor area proposed: _ Hours of operation (days and Percentage of site/project devoted to the following: Landscaping: Building: Total number of employees: Total number of parking spaces provided: Authorization Print applicant name: Applicant signature: Existing (if applicable): Building height: Paving: Number and ages of students/children (if applicable): Number of compact spaces provided: Date: 05/29/2014 33 E. Broadway Avenue, Suite 102 • Meridian, Idaho 83642 Phone: (208) 884-5533 • Facsimile: (208) 888-6854 • Website: www.meridiancity.org 2 (Rev. 02/0820]3) THE LAND GROUP, INC. June 4, 2014 Bill Parsons City of Meridian — Planning Division 33 E. Broadway Ave, Suite 102 Meridian, ID 83642 RE: Final Plat—Amberwave Subdivision, SWC N. Meridian & W. McMillan Roads Dear Mr. Parsons: Enclosed with this letter is an application for the final plat for the above reference project. This application includes parcel SO436110025 (4.207 acres) and parcel SO436110505 (.497 acres). The final plat includes 4.704 acres with 27 building lots and three common lots. The development plan is for single-family detached units. There are no site amenities included. The final plat is in conformance with the approved preliminary plat in association with AZ14-0004 and PP14-002. The final plat is in conformance with all requirements and provisions of the UDC and with acceptable engineering, architectural and surveying practices and local standards. The Development Agreement for Amberwave Subdivision is recorded under instrument #114039261. The site is adjacent to two arterials, W. McMillan Rd. to the north and N Meridian Rd. to the east. There is a 65 foot property setback along McMillan Road due to the Lemp Canal and an Idaho Power easement. The main access to the subdivision will be from an existing stub, N. Alester Ave. (proposed as a public street), off of W. Lava Falls Dr. The project does not propose direct access to N Meridian or W. McMillan Roads. If you have any questions please contact me at 208.939.4041 or via email at 9ason@thelandgroupinc.com. Sincerely, ohw)-� Upaonp,ensmer, l & Project Engineer The Land Group, Inc. Site Planning • Landscape Architecture • Civil Engineering • Golf Course Irrigation & Engineering • Graphic Design • Surveying 462 E. Shore Drive, Suite 100 • Eagle, Idaho 83616 • P 208.939.4041 • www.thelandgroupinc.com April 15, 2014 Project No. 113196 ,W\ opr i WE �- THE LAND GROUP, INC. AMBERWAVE SUBDIVISION FINAL PLAT DESCRIPTION A parcel of land located in the Northeast 1/4 of the Northeast 1/4 of Section 36, Township 4 North, Range 1 West, B.M., Meridian, Ada County, Idaho, more particularly described as follows: Commencing at the Section Corner common to Sections 25 and 36 of said Township 4 North, Range 1 West, and Sections 30 and 31 of Township 4 North, Range 1 East, B.M., (from which point the 1/4 Section Corner common to said Sections 25 and 36 bears North 89°27'26" West a distance of 2,681.84 feet); Thence from said Section Corner, North 89°27'26" West a distance of 35.00 feet on the Section Line common to said Sections 25 and 36 to the POINT OF BEGINNING; Thence South 00°29'46" West a distance of 25.00 feet on the westerly right-of-way line of North Meridian Road; Thence North 89°27'26" West a distance of 40.00 feet on the right-of-way line of North Meridian Road; Thence South 00°29'46" West a distance of 40.00 feet on the westerly right-of-way line of North Meridian Road; Thence South 89'30'14" East a distance of 40.00 feet on the right-of-way line of North Meridian Road; Thence South 00°29'46" West a distance of 769.86 feet (formerly described as South 00°02'52" West a distance of 769.87 feet) on said westerly right-of-way line, said line being 35.00 feet westerly of and parallel with the Section Line common to said Sections 31 and 36; Thence North 89°27'22" West a distance of 255.00 feet on the northerly boundary line of Ambercreek Subdivision No. 1, as same is shown on the Plat thereof recorded in Book 97 of Plats at Page 12145 of Ada County Records, to an angle point in the northerly boundary line of said Subdivision; Thence North 00°29'46" East a distance of 834.82 feet to a point on the Section Line common to said Sections 25 and 36; Thence South 89°27'26" East a distance of 255.00 feet on the Section Line common to said Sections 25 and 36 to the point of beginning. Said Parcel contains 4.85 acres more or less. PREPARED BY: THE LAND GROUP, INC. James R. Washburn or Lundrrape Arrhitednre • Site Planning • Civi/Engineering • Go/f Carrie Inigotion i 462E. Shore Drive, lite. 100, Eagle, Idaho 83616 • P 208.939.4041 P 208.939.4445 • www.thelandgronoinc.com AOA COUNTY RECORDER Christopher 0. Rich AMOUNT 19.00 4 T BOisEIDAHO 11/29/2013 01.12 PM F ("(� Iot1B81'TiI IG rjQ• DEPUTY Bonnie Oberbillig 6b,ifillr Inorlronlr W..rdme II Iran (AIDED 10:01 1,11 OI IIIA I �'l IIII lull)IIIIII IIII IIIIII IIII IIIIII III II"IIIII II I PIONEER TITLE COMPANY OF ADA C 113129388 8151 W. Rifleman Street Boise, IU 83704 ELECTRONICALLY RECORDED -00 NOT REMOVE THE COUNTY STAMPED FIRST PAGE AS IT IS NOW INCORPORATED AS PART OF THE ORIGINAL DOCUMENT Pile No. 578239 WAR LNTY DEED For Value Received The Don and Nellie Gish Trust under Trust agreement Dated December 21, 1999 hereinafter referred to as Grantor, does hereby grant, bargain, sell, warrant and convey unto Gem Stale M&AI, LLC, an Idaho limited liability company hereinafter referred 4r as Grantee, whose current nddress is 5262 N Papago Place Boise, FD 83713 I'hc following described premises, (o -wit See Exhibit A attached herelo and made a part hereof. To HAVE AND TO HOLD the said premism with their appurtenances unto the said Grantue(s), and Grantees(s) heirs mrd assigns forever. And the said Granlor(s) does (do) hereby covenant to and with the said Grauteels), the Granlor(s) is/ate the owners) in fee simple of said promises; that said promises are lice from all encumbrances EXCEPT those to which this conveyance is expressly made subject and those made, suffered or done by the Grim ce(s); and subject to U.S. Patent reservations, restrictions, dedications, casements, rights of way and agreements, (if any) of record, and current years taxes, levies, ,and assessments, includes irrigation and utility assessments, (if any) which are not yet due and Payable, and that Gronlur(s) will warrant and defend the smile from all lawful claims whatsoever. Dated: November 20, 2013 The Don and Nellie Gish Jack L. Gish .1 Successor Cn "I'ru lice � Alice H. Ayers, Successoaa- Trustee *See Page 2 for ard�ditonal sigantmus State of �( yjCi/i-w , County of (26%L' On this'd% day of November in the year of 2013. before me, the undersigned o Notary Public in ant] for said State, personally appeared Jack L. Gish and Alice 13. Ayers ns Successor Co- Trusce(s) of The Don and Nellie Gish Trust known or identified to me to he the persml/persons whose name(s) is/are subscribed to the within instrunicnl as said Ti ustee(s), and ncknmvledgcd to ate that heLsbc/they executed the smile as' tTm(s) of said trust and as his/her/their free and voluntary act and deed of said trust, for the uses alntrposes therein mentioned _ t /y"" /J 1, //Uz,..........•.,r. Notary Public 1.vSpN ;;.:1�R. "% Residing at: _ •'•. T ; Commission Expires: 4"UBL'G j: at Drtdwell. ID ,4 U�: .• O 1 "•.ra..a`9•A`Z•�.` 10; G^Imr^stun Erp%rr,,' US -(!;.?01 i Page 2 Signature Page to Warranty Deed D." . Gish, Successo Co-Trus[ee State of/ nc-147 , County of EELS -40 On this fd�d / lay of November in the year o172013, before me, the undersigned, a Notary Public in and for said State, personally appeared Donald C. Gish as Successor Co- Trustee(s) of'l7te Don and Nellie Gish Trust known or identified to me to be the persodpersons whose name(s) is/we subscribed to the within instrument as said Trustee(s), and acknowledged to me that he/she/they executed the same as Trustee(s) of said trust and as his/her/their Gee and voluntary act and deed of said trust, for the uses and purposes therein mealione+�-//�� Notary e / r e NOTARY PUBLIC g � t C ? \/' /t p' K' sTATE OF NEVADA Residing at S• a/CKSr roantr al weeaae Commission F_xplrest-_ PAMELA L PENFIELD !M y!-laMl.l nnnent wJen. 2a. 2ata D.. Kay Krueger, Successor Coo-frusree State of _, County of On this _ day of November in ear of 2013, before me, the undersigned, a Notary Public in and for said State, personally appeared . By Krvcger, as Successor Co- Trustees) of The Don end Nellie Gish Trust known or identified to a to be the persodpersoas whose Iuune(s) is/me subscribed to the within instrument as said Trost s), and acknowledged tome that be/sbeAhey executed the same as Trustee(s) of said lrusl and as ' entheir free and voluntary act and deed of said Inst, for the uses and purposes therein mentioned at: - iun Expires: _ _ Page 2 Siglnlme Page to Warmnly Deed Donill[I C. Gish. Successor Co -Trustee Stale of / . County of. (7n Ibis day Nuvcmher in the year of 2013, before me, the undersigned, a Nulary Public in :utd for said State, per mal ly appeared Donald C. Gish as Successor Co- Truslee(sj of The Dun and Nellie Gish Trvst know or identified to me to be the person/persrnms whose mmne(s) is/are subscribed fo the within rostrate as said Trustee(s). and acknowledged to me that hc/she/lhey executed the same ns Trustce(s) el said usl and ac bis/her/their free and voluntary act and deed of said trust, for the uses and purposes Ther mentioned Notary Public - Residing w: _ Commission Fxpires: Suc cssor-TnIslcc v ✓ Stale afS,jLSh, �. �Eo•� . County of jjjAa�\ On this ZZ day of November in the year of 2013, before me, the undersigned, a Notnry Public in and for said Slate, personally appeazed D. Kay Krueger, as Successor Cc- Trustee(s) of The Don and Nellio Gish 'frust known or identified to me to be the person persons whose nnme(s) Ware subscribed to the within instrument as said Trustee(s), and acknowledged tome that he/she/Ihey executed the sane as Tr sice(s) of said trust and as his/her/Iheir free and voluntary net and deed of said trust, for the uses and put -poses therein mentioned. olery Public Residingal: ��Cp�y- Notary Pubnc Commission xtmes: �'�J m..� ROBState of A L LEVWashfingon pOBEPTA L LEYAS My ApPUInlrnent Eeplree Jan 7, 2015 EXHIBIT A Parcel I North 750 of the East 290 feel of the NEIN of the NF 114 of Section 36, 'fownship4 North, Range l West of Boise Meridian, Ada County, fdaho. LXCEP'I7NG'I'fIERFFROM that portion conveyed to Ada Ginty Highway Districi as described in Warranty Peed recorded August 24, 2006 as Instrument No. 106137093, records of Ada County, Idaho, Parcel 2 A parcel Waded in We NEIM of lire NE1/4 of Section 36, Township 4 Nardi, Range I West, Boise Meridian, Ada County, Idaho, unit more particularly described as follows: Commencing at a brass cap monument marking the Northeast corner of said Section 36, from which a 5i8 inch dinnmher von pin marking die Southeast comer of said NEI/4 of the NE 114 hears South 0°02'52° West a distance of 1330.19 Net: thence South 0"02'52" West ;Jong the Easterly boundary of said NEIM of the NEIM a distaucc of 750.07 feet to a 5/8 inch dbmheter iron pill and the POINT OF BCOINNING; thence continuing along said Easterly boundary South 0'02'52" West a disinnce of 84.83 feet to a 518 inch diameter iron pin; thence leaving said Latterly boundary North 89°54' 16' West a distance of 290.00 Icer to a 518 inch diameter iron pia; thence North 0"02'52" Hast a distance al -84.83 feet to a 5/8 inch diameter iron pin: thence South 89-54'16" Hast n distance of290.00 feet to the POINT OF BEGINNING, E'XCERPING'I'HERLFROM that portion conveyed to Ada County Highway District as described in Wormaty, Deed recorded August 24, 2006 as In.shu nuttl No. 106137093, records of Ada County, fdnho. - AFFIDAVIT OF LEGAL INTEREST STATE OF IDAHO COUNTY OF ADA raj I: Asn'\ SI fi i� 1L 1�1 U -C2 0� P) � 1,� (name) -L,ad rd ssg )' (city) (state) being first duly sworn upon, oath, depose and say: That I am the record owner of the property described on the attached, and I grant my permission to: The Land Group, lnc. 462 E. Shore Drive, Suite 100, Eagle, ID 83616 (name) (address) 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��, � ql b—Q— 20 / 3 (Signature) SUBSCRIBED AND SWORN to before me the day and year first above written. 4- (NO(ary Public for Idaho) Tyrone Kerry �f Notary Public Residing at: �r 5e State of Idaho My Commission Expires:a0( 33 E. Broadway Avenue, Suite 102 • Meridian, Idaho 83642 Phone: (208) 884-5533 • Facsimile: (208) 8886854 • Website: www.meridiancity.org TV X1:1 Tt m orf � F %� CE IDIAN�- Community Development Parcel Verification Date: 6/4/14 Meridian City Hall, Suite 102 33 E. Broadway Avenue Meridian, Idaho 83642 208.887.2211 The parcel information below has been researched and verified as correct by the City of Meridian Community Development Department. Project Name: Amberwave Subdivision Parcel Numbers: 50436110025 (4.207 Acres) 50436110505 (0.497 Acres) T/R/S: 4N 1W 36 Property Owner: Gem State M&M, LLC 5262 N. Papago PI. 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F33� eH@y _! 13-1 €y=E spm } 3§s @= 9l s it 'awe s z ae G Sesk� @Y 3 a H P.£Y� H 4k lull Eul WF�y`IE3N, a F• s1 'ate �ag�fflv�e=$?® .,i .=5Iii= Ygga3 §Gs i s®,� r N PRELIMINARY 12/19/2013 ADA COUNTY STREET NAME (EVALUATION SUBDIVISION NAME: AMBERWAVE SUB AGENCY and AGENCY FILE NO: Meridian SECTION/ TOWNSHIP/ RANGE: 36 4N 1W DEVELOPER: THE LAND GROUP INC The street name comments listed below are made by the members of the ADA COUNTY STREET NAME COMMITTEE (Under the direction of the Ada County Assessor) regarding this development in accordance with the Ada County Street Name Ordinance. Overall final street names are subject to change at Final Plat phase levels due to design changes, time restraints and/or previous recorded plat street alignments. THE FOLLOWING EXISTING STREET NAMES SHALL APPEAR ON THE PLAT: W. LAVA FALLS DR ✓ � 'W. MCMILLAN RD ` " 'N. MERIDIAN RD V, THE FOLLOWING PROPOSED STREET NAMES ARE RECOMMENDED FOR APPROVAL: 'N. ALESTER AVE u ' 'W. HAVASU FALLS ST THE FOLLOWING PROPOSED STREET NAMES ARE RECOMMENDED FOR DENIAL: THE FOLLOWING CHANGES OR CORRECTIONS NEED TO BE MADE: NOTE: IF THERE ARE CORRECTIONS AND CHANGES RECOMMENDED, PLEASE MAKE THESE CHANGES ON THE SUBDIVISION PLAT AND RESUBMITTOTHE COMMITTEE. AFINAL REVIEW WITH NO CHANGES REQUIRED AND THE MATCHING PLAT MUST BE PRESENTED TO THE ADA COUNTY SURVEYOR AT TIME OF RECORDING, ADA COUNTY ASSESSOR Representative DATE, f MERIDIAN Representative ATE 42 - (R .(,3 FIRE Representative DATE, ADA COUNTY HIGHWAY DIS. Representative 4 .« y DATE %, s ADA COUNTY SHERIFF Representative C ✓ <<%�� DATE /� W aeMnhn e0.,.. - _ • - .. C� ale pV.naIj5otU lMga my Y"4ie..._ \i i. P !-b y +;t Ow II ,-.-q-„.-q-r:-p r, � ,:�;'p gI � I ig a a:3 r95 S tI n a y xmrntt I x.1 3 5 6.i Qi�1..: ted”a 5 10, -1 =W. ift"Su FaNs 51 e a v C �$ lk .z g t6a�r airm1 5 _ za !1 r Z -'Iy E ' � I j •mo i w K. Mw.. ne • - .. "2a 1 a. 1 I _ I `•j W.9 a l a _J kk I w ea s 1 € 1 Amberwave Subdivision Preliminary Plat Gem State MRM, LLC SINCMeridian/McMillan Rdsws¢ --- Title: NMBE-KW*Ve Flrltti>_ (' tT Esc If'TIoN Date: 06-04-2014 Scale: 1 inch = 150 feet I File: Tract]: 4.850 Acres: 211281 Sq Feet: Closure = n00.054 a 0.00 Fee Precision =1/912822: Perimeter —2260 Feet 001=s00.2946w 25.00 004=s89.3014e40.00 007�t00.2946e 834.82 002=n89.2726w 40.00 005=s00.2946w 769.86 008=s89.2726e255.00 003=s00.2946w 40.00 006=n89.2722w 255.00 THE LAND GROUP, INC. Amberwave Subdivision Meridian, Idaho Storm Water Management & Engineering Drainage Report Developer Gem State M&M, LLc 5256 N. Papago PI. Boise, ID 83713 Engineer The Land Group, Inc. 462 East Shore Drive, Ste. 100 Eagle, Idaho 83616 Contact: Jason Densmer, PE Ph: 208.939.4041 May 8, 2014 Project No. 113196 05-08-14 Site Planning • Landscape Architecture • Civil Engineering • Golf Course Irrigation & Engineering • Graphic Design • Surveying 462 E. Shore Drive, Suite 100 • Eagle, Idaho 83616 • P 208.939.4041 • F 208.939.4445 • www.thelandgroupinc.com "j-1- , RRK Am erwave Subdivision . Meridian, Idaho THE LAND GROUP, INC. Storm Water Management Report Report Purpose The following report addresses the storm drainage systems proposed for the Amberwave Subdivision located on the Southwest corner of Meridian Road and McMillian Road, in Meridian, Idaho. Calculations are provided demonstrating that the project proposed suitable drainage systems that complywith current Ada County Highway District Policies. As described herein, all drainage calculations use spreadsheets published by ACHD. Site Description The proposed development will construct 27 single family residential lots. The site is bounded to the north by McMillan Rd, to the east by Meridian Rd and to the west and south by phases of the Amber Creeks subdivision, which is under concurrent development. Site Drainage Areas The entire site is contained within a single drainage basin, which discharges all storm water to a single seepage bed. Generally, the drainage from the street area will flow into curb and gutter then surface flow to inlets, which transmit the collected flowvia piping to sand and grease traps fortreatment priorto final discharge to the seepage bed. The single seepage bed serving the development provides sufficient capacity for the design -storm as calculated per ACHD policies. Captured stormwater will infiltrate into the natural sub- soils surrounding the seepage bed. Peak Run -Off Rate & System Sizing Developed Storm Volume The drainage calculations are shown by the attached printouts from ACHD's calculation spreadsheet, incorporated in the Appendix. or Site Planning • Landscape Architecture - Civil Engineering • Golf Course Irrigation & Engineering • Graphic Design • Surveying 462 E. Shore Drive, Suite 100 • Eagle, Idaho 83616 • P 208.939.4041 • F 208.939.4445 • www.thelandgroupinc.com i Amberwave Subdivision Meridian, Idaho THE LAND GROUP, INC. Storm Water Management Report Appendix Stormwater Drainage Basin Map 01 Site Planning • Landscape Architecture Civil Engineering • Golf Course Irrigation & Engineering • Graphic Design • Surveying 462 E. Shore Drive, Suite 100 • Eagle, Idaho 83616 • P 208.939.4041 • F 208.939.4445 - www.thelandgroupinc.com C.3 CS zo R y N u. IL C j CS R y N u. IL 3 w Q � r/J N iV � Amberwave Subdivision Meridian, Idaho THE LAND GROUP, INC. Storm Water Management Report Appendix B Stormwater Calculations Ar Site Planning • Landscape Architecture • Civil Engineering • Golf Course Irrigation & Engineering • Graphic Design • Surveying 462 E. Shore Drive, Suite 100 • Eagle, Idaho 83616 • P 208.939.4041 • F 208.939.4445 • www.thelandgroupinc.com ACHD Calculation Sheet for Finding Peak Discharge/Volume - Rational Method NOTE: This worksheet Is Intended to be a guideline to standardize ACHD checking of drainage calculations and shall not replace the Engineer's calculation methodology. These calculations shall establish a minimum requirement. The Engineer's methodology must result in facilities that meet or exceed these calculations in order to be accepted. To I Project Name Amberwave Subdivision 2 Is area drainage basin map provided? (map mustbe Included with stormwater calculations) 3 Enter Design Storm For Volume (100 -year per ACRD policy) 4 Enter number of storage facilities (25 max) 5 Area of Drainage Subbasin (SF or Acres) SF Acre 6 Determine the Weighted Runoff Cuefflclent (C) C=((ClxAl)+(C2xA2)+(CnxAn)]/A Weighted Avl in yellow cell and paint to computed cell Yes Ina 1 rlirkm5hn Mnmsi,hha,in, Fl Subbasin Subbasin Subbasin Subbasin Subbasin Subbasin Subbasin Subbasin Subbasinin 1 Subbasin2 3 4 5 6 7 8 9 10 41,599 34,152 Parks, cemeteries 0.10-015 Play6rounds 030-035 Railroad yard areas 0.20-0.40 Urdmproved areas 010-030 1.79 0.70 10.70 0.70 7 Calculate Overland Flow Time of Concentration In Minutes (Tc) or use default U rCklmhw 10 min U Mi,.� Estbnded Runoff Co f idents for Various Surfaces TYce of laid. I Runoff "Ofidents "C" Business 0owntown are. 030-0.95 Urban neighborhoodareas 0,50-0.70 Residen0al Single-family 045-050 Multi -family 0.60-0.75 Residential (rural) 0.25-0.40 Apartment dwelling areas 0.70 Industrial and commercial Light areas 0.80 Heavy areas "a Parks, cemeteries 0.10-015 Play6rounds 030-035 Railroad yard areas 0.20-0.40 Urdmproved areas 010-030 streets 5/8/2014, 2:20 PM G:\2013\113196\CAD\Gaits and RepmtAD 140508 ACH D SD Calc 113196.xl,. Version 5.5, April 2013 ACHD Calculation Sheet for Sizing Seepage Bed With Optional Chambers NOTE: This worksheet is intended to be a guideline to standardize ACHD checking of drainage calculations and shall not replace the Engineer's calculation methodology. These calculations shall establish a minimum requirement. The Engineer's methodology must result in facilities that meet or exceed these calculations in order to be accepted. Note this spreadsheet pulls information from the "Peak %V" tab Calculate Post -Project Flows (for pre -project flows, increase number of storage facilities to create new tab) User input in yellow cells. To accept default value type = in yellow cell and point to computed cell 1 Project Name Amberwave Subdivision CIILc[ „u,,,uc, U, JccPdge ocu� t4D ,,,dna a 3 Design. Storm 100 4 Weighted Runoff Coefficient C 0.70 Link to: P�k 5 Area A(Acres) Qv cess 1.74 acres 6 Approved discharge rate for the given storm (if applicable) O.DO. CIS 7 Design Vol W/15% Sed for Perc< 8 in/hr V 5,043 5,043 ft' 0% Sediment for Perc __>81n/hr k'. 8 Set Total Design Width of All Drain Rock W 8.5 ft 9 Set Total Design Depth of All Drain Rock D 8.0 it Rock Only, Do Not Include Filter Sand Depth or Cover 0 110 Void Ratio of Drain Rock 0.4 for 1.5"-2" drain rock and 3/4" Chips Voids 0.4 11 Design Infiltration Rate (8 In/hr max) Perc 8 in/hr 12 Area Infiltration Aperc 1,564 Hz 13 Volume Infiltration Vperc 1,043 ft'/hr 14 Size of Perf Pipe Dia pipe 18 In 15 Calculate Total Storage per Foot Spf 27.4: 27.4 ft'/ft Spf-Apf=WxD-Apert pip,xVoids+1/2 Perf _Area 16 Calculate Design Length L 184 184 It _ Override Value RequiredforChambers 17 Check Storaee for Perc Rate for 24 -Hour Period Storm Duration I Q Runoff Vol Perc Vol Pre-Proj Vol Max Vol Reqd Min Hr In/hr ds Its ft' k'. ft' SO 0.17 0.00 0.00 0 0 0 0 15 0.25 .0.00 0.00 0 0 0 0 30 0.50 0.00 0.00 0 0 0 0 60 1.00 0.00 0.00 5,043 0 0 120 2.00 0.00 0.00 0 1,043 0 0 180 3.00 0.00 0.00 0 2,085 0 0 360 6.00 0.00 0.00 0 5,213 0 0 .720 12.00 0.00 0.00 0 11,469 0 0 1440 24.00 .0.00 0.00 0 23,981 0 0 Total Design Vol. Override 5,043 18 Time to Drain 90% volume in 24 -hours minimum 19 Total Length of Perf Pipe 10.4 >= 3.8 20 Perf Pipe Check, Qperf >= Qpeak; where Qperf=CdxAxV(2xgxH) 4.4 hours 184 ft 5/8/2014, 2:19 PM G:\2013\113196\CAD\CaICS and Reports\D 140508 ACHD SD Calc 1191tMods5dS, April 2013 ACHD Calculation Sheet for Sand/Grease Traps NOTE: This worksheet is intended to be a guideline to standardize ACHD checking of drainage calculations and shall not replace the Engineer's calculation methodology. These calculations shall establish a minimum requirement. The Engineer's methodology must result in facilities that meet or exceed these calculations in order to be accepted. User input in yellow cells. To accept default value type = in yellow cell and point to computed cel 1 Project Name Amberwave Subdivision W, enter numoer of bano/t3rease i raps tzt) maxi i Reference for Throat widths (inch) Number of Peak Flow Baffle Throat - Velocity 7 Is the Vault Size Spacing width Area (ft) 0.5 fps Velocity S/G Traps Q-cfs inch inch n/a max. ok? 1000 G 1 1.469504 20 48 6.67 0.22 n/a Reference for Throat widths (inch) ADS Boise Lar -ken WQU, Vault BMP 16 1000 G 48.0 50.5 n/a 1500 G 60.0 61.5 n/a WQU1000 n/a n/a 60 WOU1500 n/a n/a 60 5/g/2014,2:19 PM G:\2013\113196\CAD\Calcs and Reports\D 140508 ACHM BsGahc51S3APMWA3 THE LAND GROUP, INC. June 4, 2013 Mr. Warren Stewart, P.E City of Meridian - Public Works Department 33 E. Broadway Ave Meridian, ID 83642 Re: Amberwave Subdivision Dear Warren: The final plat application checklist requires a statement certifying that all street elevations are set a minimum of 3 feet above the highest known ground water. According to the initial test pit investigations and recent construction activities, the ground water within this project was not encountered within depth of 3 feet of the existing ground. Based on the above information, I certify that groundwater would be greater than 36 inches below finished street centerline elevations throughout the project. If you have any questions please don't hesitate to contact me at 208.939.4041 or via email to jason@thelandgroLipine.com. Sincerely, Jason Densmer, Principal & Project Engineer Site Planning • Landscape Architecture • Civil Engineering • Golf Course Irrigation & Engineering • Graphic Design • Surveying 462 E. 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Ij1I 111� I}}jj IjjII i� 5s 's g e e = 1e YD - DIM u @-j ` H3!3e,1aa e A N5 1,11P �$ r Olin nil Hi VA 1-"§ € A a �m8 i S @I a a, x oS 4A$ v � o °sRs H 'if Sp dH Aa E + € T u E $ $$A _ $ 6� iH °a=x E bF F aA @e i al Ux I'll Is @ ggHgg= if Z' A d$ "€e o A N � r H i g L $�e;a _ —�s�A '` ✓ � pis ° s ��� — s A ED .n s €...�sPB aeIIIWoWNeIPliaW gMcm SH�°w gll `W'8W ale3S wag speAap uo11e6pal � Ci uoIsInED 1 pgng anexuagwy adesspue7 � ;�� Hearing Date: July 1, 2014 Project Name: Amberwave Subdivision File No(s).: FP -14-029 Request(s): Request for final plat consisting of twenty-seven (27) single family residential lots and three (3) common lots on approximately 4.70 acres in the R-15 zoning district, by The Land Group Inc. Location: The site is located on the southwest corner of W. McMillan Road and N. Meridian Road in the NE '/ of Section 36, Township 4 North, Range 1 West, B.M.