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• ~irE IDR IAN-- iowHO / TRANSMITTALS TO AGENCIES FOR COMMENTS ON DEVELOPMENT PROJECTS WITH THE CITY OF MERIDIAN Mayor Tammy de Weerd City Council Members: Keith Bird Brad Hoaglun Charles Rountree David Zaremba To ensure that your comments and recommendations will be considered by the Meridian Planning and Zoning Commission please submit your comments and recommendations to Meridian City Hall Attn: Jaycee Holman, City Clerk, by: 13-Jan-11 Transmittal Date: December 30, 2010 File No.: CUP 10-015 Hearing Date: January 20, 2011 Request: Public Hearing -Conditional Use Permit approval for gravel mining on approximately 76 acres of land in the R-4 and R-8 zoning districts for Southridge Subdivision Gravel Mining By: Idaho Sand and Gravel Location of Property or Project: SOUth of W. Overland Road and the Ridenbaugh Canal and east of S. Ten Mile Road within future development areas of Southridge Subdivision Joe Marshall (No FP) Scott Freeman (No FP) Wendy Newton-Huckabay (No FP) Michael Rohm (IVo FP> Tom O'Brien (No FP) Tammy de Weerd, Mayor Charlie Rountree, C/C Brad Hoaglun, C/C Keith Bird, C/C David Zaremba C/C Sanitary Services (No VAR, VAC, FP) Building Department /Rick Jackson Fire Department Police Department City Attorney City Public Works/Scott Steckline City Planner Parks Department Economic Dev. (cuP only> Your Concise Remarks: Meridian School District (tVo 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) QW2St (FP/PP/SHP only) Intermountain Gas (FP/PP/sHP 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 Boise Project Board of Control /Tim Page City Clerk's Office • 33 E. Idaho Avenue, Meridian, ID 83642 Phone 208-888-4433 •Fax 208-888-4218 • www.meridiancity.org i ~ E IDIAN~^-- Planning Department r t.~ ~, r-~ ~ COMMISSION & COUNCIL REVIEW APPLICATION of Review Requested (check all that a ^ Alternative Compliance ^ Annexation and Zoning ^ Comprehensive Plan Map Amendment ^ Comprehensive Plan Text Amendment Conditional Use Permit ^ Conditional Use Permit Modification ^ Design Review ^ 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 Information STAFF USE NLY: File numbers : nLI P~ l0' O15 Project name: J ri i - ~ - Date filed: 1 Assigned Plan 1 Z't~Date complete: er: ~s1nv0. Wci-hf-er5 Related files: Hearing date: 2a 11 I~4'Commission ^ Council Applicant name: Phone• ~~f l~ /g3 / Applicant address: G~® Rt1A wt ~QuSSGr'/ a12~( /~/, SV~w ~RIp> ~,(~ ~'~~ Applicant's interest in property: ^ Own ^ Rent ^ Optioned Other L. G6c SG Owner name: ~,(,y ,~A/lDln I-~WtGS, ~`lr/ Owner address: _ PD BaaC 3~i9 !??,(,I/i pG%a, y (~,~ Phone: Zip: ~36~2 Agent name (e.g., architect, engineer, developer, representative): lJasolit DIMS/14w p Firm name: ~;-!. Ld.I~~ ~71iOG/p Phone: /~- ~~~ Address: 7 ~0 2 ~i, S~? O YG (ti' ~ ~pp~1G, /~ Zip: ~/~ Primary contact is: ~ Applica~nt7 ^ Owner ^ Agent ^ Other Contact name: a~Vltl~l RVSSlijl E-mail: _ V'~/G~YI . V'VSSGt j S f 6a jGGV' pGZ~SUI~t~ Gogh Subject Property Information Phone: q~ l - j $'~ j Fax: _ T(i~i ~ ~~~r-7 Location/street address: _ w . ~}i/(~f/ (/t.IrL/( ~ , Assessor's parcel number(s): S /2232 4tf t;y2 AabtO( S/Z23 j3 j 5Cj Township, range, section: SGG • ~~ 3JV /~,tJ Total acreage: 76 ~ ~GVIlCLJS Current land use: ~ Oc! SLGL ~%G~l~t.~A•~ Current zoning district:. IQ' T R`iC~ 2' 1rc+,1~,! Minlnq 33 E. Broadway Avenue, Suite 210 • Meridian, Idaho 83642 Phone: (208) 884-5533 • Facsimile: (208) 888-6854 • Website: www.meridiancity.org 1 Project Description Number of building lots: Project/subdivision name: SaV~'li Ri~losG .Sl>6!~%VjS/Oh (,rYGLVGf' ~%Nli'td General descripftion of proposed project/request: n GXOo~~ C1GG~Gf.S fLtN/OV~ O~odvGfS i~ora. 7~~G f%>~G Proposed zoning district(s): _ hD Gh A.I'r<a1G . Acres of each zone proposed: yy GI9 It (rtgG, Type of use proposed (check all that apply): Residential ^ Commercial ^ Office ^ Industrial ^ Other Amenities provided with this development (if applicable): Gtf DLV SO y7~~ try ~l aG WlAf ifl~ti P/kh. Who will own & maintain the pressurized irrigation system in this development? .SOd3f~t tai ~ sLIG /~0,4, Which irrigation district doesnrthis grope//rty lie within? ~6tygPA.- u/I~.1/i /l r ItN , Primary irrigation source: F.iD(.Gy Ddt(lgr~ ~J'/A,~ Secondary: `LIGVi~IlR.rt Square footage of landscaped areas to be irrigated (if primary or secondary point of connection is City water): h l/l . Number of residential units: Number of common and/or other lots: Proposed number of dwelling units (for multi-family developments only): 1 Bedroom: Minimum square footage of structure(s) (excl. garage): Minimum property size (s.f): 2 or more Bedrooms: Gross density (DU/acre-total land): Percentage of open space provided: Percentage of useable open space: Proposed build' height: _ Average perty size (s.f.): Net density (DU/acre- c] Acreage of op space: roads & alleys): (See C~er 3, Article G, for qualified open space) Type of open space provided in acres (i.e., landscaping, public~mmon, etc): Type of dwelling(s) proposed: ^Sfngle-family ^ Non-residential Project Number of building lots:- Gross floor area proposed: _ Hours of operation (days and Percentage of site/project e~ Total T to the following: Building: ,~+fihomes ^Duplexes ^Multi-family Other lots: Existing (if applicable): Building height: Paving: employees: Maximum number of employees at any one time: ages of students/children (if applicable): number of parking spaces provided: Seating capacity: Number of compact spaces provided: Authorization Print applicant name: Q t Qr, py ,(,~• Applicant signature: ~- Date:_~GG• 3~ !-T/[f~ 33,E/. Broadway Avenue, Suite 210 • Meridian, Idaho 83642 Phone: (208) 884-5533 • Facsimile: (208) 888-6854 • Website: www.meridiancity.org 2 . • THE LAND GROUP, INC. December 3, 2010 Planning & Development City of Meridian 33 E. Broadway Ave. Meridian, ID 83642 Re: Conditional Use Permit Application -Idaho Sand & Gravel Southridge Subdivision, Meridian, Idaho Dear Sirs: • We are pleased to attach the required submittal materials associated with a requested Conditional Use Permit for Idaho Sand and Gravel. Background: The site is located south of the re-aligned Overland Rd, and east of Ten Mile Rd within future development areas of the Southridge Subdivision. The area involved with this application is approximately 76-acres. The project area is bounded on the north by the Ridenbaugh Canal and Overland Rd. On the west and south, large-lot residential parcels exist. On the western perimeter of the work area, the Williams Pipeline crosses the Southridge Subdivision, but no mass grading will occur within this easement area. Conditional Use Permit: The property owner desires to conduct mass grading of the property to achieve a more gentle overall landform and facilitate the planned residential subdivision. As shown by the submitted site plan, at completion of the grading the finished topography will slope generally to the northeast. Construction of the desired grading will result in excess material that will need to be exported from the property. Geotechnical testing of the native soils at the site have shown that these excess materials are of excellent quality for use in road construction. The most appropriate use for the export material is as gravel and structural fills for State and Local-road agency projects, which are anticipated in the project vicinity in coming years. The suitability of the site materials for use in roadway projects has already been confirmed by ITD's approval. Included in the materials reviewed by ITD prior to their approval were geological and archaeological reports, which are attached to support this application. Perimeter Fencing Prior to initiating the mass grading, the Applicant will construct perimeter fencing in the selected areas as shown on the site plan. These fences will provide perimeter security and visual screening of the operations at the site. At the access to the site from Overland Rd, a temporary gate will be installed to help secure the property and limit trespass or vandalism. 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 ., - - ~ • December 3, 2010 Page 2 of 3 Equipment and Methods The mass grading will be completed using construction equipment typical of road and infrastructure construction. During the short periods when site overburden is being stripped, work will be performed with dozers and scrapers, with occasional support from excavators or rock trucks. Throughout, water trucks and graders may be needed. Day-to-day operations during the material exporting will be accomplished primarily using loaders and dump trucks. Water trucks will be onsite. Material leaving the site will be measured using a portable scale (which includes a small scale house for the operator). Operating Hours Normal work hours for mass grading, gravel extraction, loading and hauling will be limited to the hours of Sam to 5pm on non-holiday weekdays. No work would occur on weekends or holidays. The ITD and ACRD roadway projects that exported material will be used for often require night-time operations to better accommodate the public. On acase-by-case basis, we request approval for extended working hours up to 24-hour operation when required to serve specific projects, subject to specific reasonable conditions. Prior to beginning twenty-four hour operation the applicant will provide a minimum of 2-week advanced written notification to the City of Meridian and property owners within 300-ft of the subject property. This notification will identify the specific project that mined materials are being provided to, and describe the total duration that extended hours are expected to be necessary. Work to be conducted outside of the normal work hours (8am to 5pm, Monday through Friday) will be limited to loading of material, weighing at scales and dust-control as necessary. In no case will crushing be performed outside of normal work hours. The applicant's equipment uses OSHA-approved visible back-up warning indicators to eliminate the annoyance commonly associated with audible backup 'beepers'. The total length of time anticipated to complete the mass grading work will vary, dictated in part by the pace of roadway projects that the exported material can be used to construct. At this time, it is expected that the mass grading will take at least three years to complete. Site Reclamation /Dust Abatement /Work Sequencing The work will be conducted in phases, limiting the areas of the site where work is active at any one time to isolated areas within the overall property. Because accessing the suitable export materials will require stripping vegetation and overburden soils, fugitive dust from the work areas can be limited through this phased approach that allows vegetation to be retained on the remaining inactive areas. To date, significant effort has been expended in seeding and watering this project area to help establish vegetative cover to provide dust control. As the mass grading continues, the irrigation and seeding will be maintained over the inactive work areas to ensure the same levels of dust control are employed. At the completion of the project mass grading, the site will be prepared for the development of the Southridge Subdivision. Annlicant's Determination of Required Findings: As required by Meridian UDC 11-56-6E, we are aware that in approving this Conditional Use Permit the City must make the certain findings. We believe that these findings are appropriate as follows: 1. That the site is large enough to accommodate the proposed use and meet all dimensional and development regulations in the district in which the use is located. 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 . - • December 3, 2010 Page 3 of 3 The size of the site is sufficient for the proposed use, and the use meets all dimensional and development regulations for the districts existing at the site. 2. That the proposed use will be harmonious with the Meridian comprehensive plan and in accord with the requirements of this title. In preparing the site for future residential development, the use is harmonious with the comprehensive plan and consistent with the requirements of the UDC. 3. That the design, construction, operation and maintenance will be compatible with the other uses in the general neighborhood and with the existing or intended character of the general vicinity and that such use will not adversely change the essential character of the same area. Other significant mass grading has previously been conducted on property lying immediately north of the site across Overland Rd. Excess material from that area was implemented in the ongoing construction of the Ten Mile Overpass. The proximity of the site to regional transportation infrastructure, and compatibility with the other similar uses in the area show the compatibility of the proposed use with the neighboring surroundings. At completion of the mass grading, reclamation of the site through residential development will also be compatible with the neighborhood and intended character of the project vicinity. 4. That the proposed use, if it complies with all conditions of the approval imposed, will not adversely affect other property in the vicinity. By implementing the work practices, perimeter fencing for screening, phased work methods for vegetation preservation and similar strategies described by this application, the proposed use will not adversely affect other property in the vicinity. 5. That the proposed use will be served adequately by essential public facilities and services such as highways, streets, schools, parks, police and fire protection, drainage structures, refuse disposal, water and sewer. The proposed use will be adequately served by essential public facilities. The mass grading and material export aspects of the project have limited public facility needs, mainly consisting of access to public streets -which the site's location on Overland Rd and adjacent to Ten Mile Rd provide. 6. That the proposed use will not create excessive additional costs for public facilities and services and will not be detrimental to any persons, property or the general welfare by reason of excessive production of traffic, noise, smoke, fumes, glare or odors. The proposed use will not create excessive additional costs for public facilities or services, nor will it be detrimental to any person, property or the general welfare through excessive production of traffic, noise, smoke, fumes, glare or odor. 7. That the proposed use will not result in the destruction, loss or damage of a natural, scenic or historic feature considered to be of major importance. As documented by the submitted information, the proposed use will not result in the destruction or loss of natural, scenic or historic features of major importance. Please contact me if you have any questions, or need further information. Sincerely, J son ensurer, PE Land Group, Inc. Enclosures per CUP application requirements. r Site Planning • Landscape Architecture • Civil Engineering • Golf Course Irrigation & Engineering • Graphic Oesign • Surveying 462 E. Shore Drive, Suite 100 • Eagle, Idaho 83616 • P 208.939.4041 • F 208.939.4445 • www.thelandgroupinc.com . , i Tit_leOne n title Sc escrow co. ADA COUNTY RECORDER J. DAVID NAVARRO AMOUNT 22.00 5 BOISE IDAHO 12/02/10 03:09PM NN p ryry DEPUTYNIkolaOlson IIIIIIIIII~IIII~IIII~IIIII'IIIIIIIIII~I~'IIIIIIIII~~I~III~IIIII RECORDED-REQUEST OF TITLEONE BOISE 110113590 ACCOMM.~D.Q~Tin~ nl RECORDING WARRANTY DEED For Value Received, Dyver Development, LLC, an Idaho limited liability company, the Grantor, does hereby grant, bargain sell and convey unto, Corey Barton Homes, Inc, an Idaho corporation dba CBH Homes, whose current address is 1977 E Overland Rd Meridian, ID 83642, the Grantee, the following described premises, in Ada County, Idaho, To Wit; See the attached Exhibit A -Parcels (Southridge Parcel 7B) TO HAVE AND TO HOLD the said premises, with their appurtenances unto the said Grantee, its heirs and assigns forever. And the said Grantor does hereby covenant to and with the said Grantee, that Grantor is the owner in fee simple of said premises; that they are free from all encumbrances EXCEPT those to which this conveyance is expressly made subject and those made, suffered or done by the Grantee; and subject to all existing patent reservations, easements, right(s) of way, protective covenants, zoning ordinances, and applicable building codes, laws and regulations, general taxes and assessments, including irrigation and utility assessments (if any) for the current year, which are not due and payable, and that Grantor will warrant and defend the same from all lawful claims whatsoever, Whenever the context so xequixes, the singular number includes the plural. Dated: December, 2010 -...~ Corey Barton Hodes, Iu`c., an Idaho corporation dba CBH Homes L,.. _...ti t ..~ ,. ~._ .. ~~-- Corey D. Barton, President Warranty Deed Page 1 of 5 ~ t ~r.~~. i`-s F~l~~tl °~~ ~ ~ ~~~ ~ w T i t l e O n ~~ l~ ~~ ., ~~ ~,~r ~~~ ~ ~ ~ :': 1 title ~ escrow co. ~ ~ ~ ' =± ~ i; ACCOMM.~[~gTlnnl RECORDING WARRANTY DEED For Value Received, Dyver Development, LLC, an Idaho limited liability company, the Grantor, does hereby grant, bargain sell and convey unto, Corey Barton Homes, Inc, an Idaho corporation dba CBH Homes, whose current address is 1977 E Overland Rd Meridian, ID 83642, the Grantee, the following described premises, in Ada County, Idaho, To Wit: See the attached Exhibit A -Parcels (Southridge Parcel 7B) TO HAVE AND TO HOLD the said premises, with their appurtenances unto the said Grantee, its heirs and assigns forever. And the said Grantor does hereby covenant to and with the said Grantee, that Grantor is the owner in fee simple of said premises; that they are free from all encumbrances EXCEPT those to which this conveyance is expressly made subject and those made, suffered or done by the Grantee; and subject to all existing patent reservations, easements, right(s) of way, protective covenants, zoning ordinances, and applicable building codes, laws and regulations, general taxes and assessments, including irrigation and utility assessments (if any) for the current year, which are not due and payable, and that Grantor will warrant and defend the same from all lawful claims whatsoever. Whenever the context so requires, the singular number includes the plural. Dated: December, 2010 Corey Barton Ho~'es, Igc., an Idaho corporation dba CBH Homes _. ~ ~~ ,,~ ~° Corey D. Barton, President Warranty Deed Page 1 of 5 • • r State of Idaho, County of Ada, ss. On this o~' day of December in the year of 2010, before me, the undersigned, a Notary Public in and for said State, personally appeared Corey D. Barton known or identified to me to be the President of the corporation that executed the instrument or the person who executed the instrument on behalf of said corporation, and acknowledged to me that such corporation executed the same. ~= , Lt ~l~ Notary Public ~ ` T Residing at: / V My Commission Expires: --(~5-- ~~a®m®®. ~" 4;~ ~T.A~,~~~',~ g ~ A 0 a ~ ° s e ~ ~ r a ~ ; ~ r o q 9A ~~ ~~ZG .~o~ ""~*~TEOF~ p'° +~a~,.e Warranty Deed Yagc 2 of 5 L • • EXHIBIT A Parcel 5 (Southridge Parcel 7B): A tract of land situated in the North One Half of Section 23, Township 3 North, Range 1 West, Boise Meridian, City of Meridian, Ada County, Idaho, described as follows: BEGINNING at a found 5/8-inch steel pin monumenting the Center One Quarter of said Section 23, from which a found brass cap monumenting the West One Quarter of said Section 23 bears North 89°04'17" West a distance of 2,666.56 feet; Thence following the southerly line of the Northwest One Quarter of Section 23, North 89°04'17" West a distance of 1,832.01 feet to a found 1/2-inch steel pin; Thence leaving said southerly line, North 22°09'32" West a distance of 520.19 feet to a 5/8-inch steel pin; Thence North 25°08'21" East a distance of 30.00 feet to a 5/8-inch steel pin; Thence 111.19 feet along the arc of a non tangent curve to the right, said curve having a radius of 50.00 feet, a central angle of 127°24'36", a chord bearing of South 82°26'42" East and a chord distance of 89.65 feet to a 5/8-inch steel pin; Thence 30.77 feet along the arc of a reverse curve to the left, said curve having a radius of 25.00 feet, a central angle of 70°31'44", a chord bearing of South 54°00' 16" East and a chord distance of 28.87 feet to a 5/8-inch steel pin; Thence South 89°16'08" East a distance of 58.64 feet to a 5/8-inch steel pin; Thence 25.41 feet along the arc of a circular curve to the left, said curve having a radius of 20.43 feet, a central angle of 71 ° 15'53", a chord bearing of North 54° 13'05" East and a chord distance of 23.80 feet to a 5/8-inch steel pin; Thence 184.71 feet along the arc of a reverse curve to the right, said curve having a radius of 233.34 feet, a central angle of 45°21'22", a chord bearing of North 41 ° 15'50" East and a chord distance of 179.93 feet to a 5/8-inch steel pin; Thence North 47°39'35" West a distance of 157.73 feet to a 5/8-inch steel pin on the southerly right-of--way line of said West Overland Road; Thence following said southerly right-of--way line the following six (6) courses: 1.420.42 feet along the arc of a non tangent curve to the left, said curve having a radius of 1,050.50 feet, a central angle of 22°55'49", a chord bearing of North 58°57'49" East and a chord distance of 417.62 feet to a 5/8-inch steel pin; 2.288.12 feet along the arc of a non tangent curve to the left, said curve having a radius of 1,047.00 feet, a central angle of 15°46'02", a chord bearing of North 38°26'04" East and a chord distance of 287.21 feet to a 5/8-inch steel pin; 3. 393.88 feet along the arc of a non tangent curve to the left, said curve having a radius of 1,044.50 feet, a central angle of 21 °36'21 ", a chord bearing of North 20°56'21" East and a chord distance of 391.55 feet to a 5/8-inch steel pin; 4. North 10°08' 10" East a distance of 231.17 feet to a 5/8-inch steel pin; 5. South 75°06'37" East a distance of 6.36 feet to a 5/8-inch steel pin; 6. North 14°53'23" East a distance of 79.42 feet to a 5/8-inch steel pin on the centerline of the Ridenbaugh Canal; Warranty Deed Page 3 of 5 u • Thence leaving said southerly right-of--way line and following the centerline of said Ridenbaugh Canal following three (3) courses: 1. North 69°37'00" East a distance of 34.90 feet to a point; 2. 320.04 feet along the arc of a circular curve to the right, said curve having a radius of 375.00 feet, a central angle of 48°53'57", a chord bearing of South 85°56'02" East and a chord distance of 310.42 feet to a point; 3. South 61°29'03" East a distance of 150.70 feet to a point; Thence leaving the centerline of said Ridenbaugh Canal, North 0°48'16" East a distance of 90.37 feet to a 5/8-inch steel pin on the northerly easement line of the Ridenbaugh Canal; Thence following the northerly easement line of said Ridenbaugh Canal following eight (8) courses: 1. South 61°29'03" East a distance of 118.75 feet to a 5/8-inch steel pin; 2. 14.24 feet along the arc of a circular curve to the left, said curve having a radius of 320.00 feet, a central angle of 2°32'56", a chord bearing of South 62°45'31" East and a chord distance of 14.23 feet to a 5/8-inch steel pin; 3. South 64°01'59" East a distance of 330.62 feet to a 5/8-inch steel pin; 4.46.42 feet along the arc of the circular curve to the left, said curve having a radius of 320.00 feet, a central angle of 08° 18'42", a chord bearing of South 68° 11'20" East, and a chord distance of 46.38 feet to a 5/8-inch steel pin; 5. South 72°20'41" East a distance of 150.79 feet to a 5/8-inch steel pin; 6.276.48 feet along the arc of a circular curve to the right, said curve having a radius of 230.00 feet, a central angle of 68°52'25", a chord bearing of South 37°54'30" East and a chord distance of 260.13 feet to a 5/8-inch steel pin; 7. South 86°31'43" West a distance of 10.00 feet to a 5/8-inch steel pin; 8. South 03°28'17" East a distance of 411.33 feet to a 5/8-inch steel pin; Thence leaving said northerly easement line, South 86°31'43" West a distance of 260.50 feet to a 5/8-inch steel pin; Thence North 15°07'20" West a distance of 122.50 feet to a 5/8-inch steel pin; Thence 77.62 feet along the arc of a non tangent curve to the right, said curve having a radius of 80.00 feet, a central angle of 55°35'25", a chord bearing of South 79°54'50" West and a chord distance of 74.61 feet to a 5/8-inch steel pin; Thence North 72°17'28" West a distance of 172.84 feet to a 5/8-inch steel pin; Thence South 20°11'27" West a distance of 103.24 feet to a 5/8-inch steel pin; Thence South 56°38'44" West a distance of 124.08 feet to a 5/8-inch steel pin; Thence South 52°09'30" West a distance of 119.99 feet to a 5/8-inch steel pin; Thence 41.31 feet along the arc of a circular curve to the left, said curve having a radius of 875.00 feet, a central angle of 02°42'17", a chord bearing of North 39°10'38" West, and a chord distance of 41.30 feet to a 5/8-inch steel pin; Thence South 49°27'42" West a distance of 50.00 feet to a 5/8-inch steel pin; Thence 31.97 feet along the arc of a non tangent curve to the right, said curve having a radius of 20.00 feet, a central angle of 91°34'54", a chord bearing of South OS°15'42" West and a chord distance of 28.67 feet to a 5/8-inch steel pin; Thence South 36°01'32" East a distance of 50.07 feet to a 5/8-inch steel pin; Warranty Deed Page 4 of 5 a r • • Thence 33.10 feet along the arc of a non tangent curve to the right, said curve having a radius of 20.00 feet, a central angle of 94°49'57", a chord bearing of South 81°31'52" East and a chord distance of 29.45 feet to a 5/8-inch steel pin; Thence 279.37 feet following the arc of a compound curve to the right, said curve having a radius of 825.00 feet, a central angle of 19°24'07", a chord bearing of South 24°24'59" East and a chord distance of 278.04 feet to a 5/8-inch steel pin; Thence 234.43 feet along the arc of a reverse curve to the left, said curve having a radius of 300.00 feet, a central angle of 44°46'24", a chord bearing of South 37°06'07" East and a chord distance of 228.51 feet to a 5/S-inch steel pin; Thence South 27°03'51" West a distance of 100.18 feet to a 5/8-inch steel pin; Thence South 08°17'51" West a distance of 108.82 feet to a 5/8-inch steel pin; Thence South 89°03'34" East a distance of 204.56 feet to a 5/8-inch steel pin; Thence 47.74 feet along the arc of a circular curve to the left, said curve having a radius of 30.00 feet, a central angle of 91 °10'32", a chord bearing of North 45°21' 10" East and a chord distance of 42.86 feet to a 5/8-inch steel pin; Thence North 00°14'06" West a distance of 93.31 feet to a 5/8-inch steel pin; Thence 27.66 feet along the arc of a circular curve to the left, said curve having a radius of 20.00 feet, a central angle of 79°13'53", a chord bearing of North 39°51'03" West and a chord distance of 25.51 feet to a 5/8-inch steel pin; Thence 172.88 feet along the arc of a non tangent curve to the left, said curve having a radius of 508.91 feet, a central angle of 19°27'50", a chord bearing of South 89°11'55" East and a chord distance of 172.05 feet to a 5/8-inch steel pin; Thence 21.93 feet along the arc of a reverse curve to the right, said curve having a radius of 398.28 feet, a central angle of 03°09'17", a chord bearing of North 82°38'49" East and a chord distance of 21.93 feet to a 5/8-inch steel pin on the easterly line of the Northwest One Quarter of said Section 23; Thence following the easterly line of said Northwest One Quarter, South 00°37'47" West a distance of 331.56 feet to the POINT OF BEGINNING. Warranty Deed Page 5 of 5 . ~^ ~` TitleOne a title ~ escrow co. ADA COUNTY RECORDER J. DAVID NAVARRO AMOUNT 22.00 5 BOISE IDAHO 12/02/10 03:09PM ''II pp np „„ ! DEPUTYVicklAAllen ~I~~~N~~II~~I~~I~I~~I~~~~II~~~~II~~II~~~~I~I~~~III~~~~I~~I~~I~ RECORDED-REQUEST OF TITLEONE BOISE 1 1 01 1 3591 e n o°~ r'ti p A N A h A'1 m ~;~co~~ING T~ARRANTY DEED I'or Value Received, Dyver Development, LLC, an Idaho limited liability company, the Grantor, does hereby grant, bargain sell and convey unto, Corey Barton domes, Inc., an Idaho corporation dba CBH Homes, whose current address is 1977 E Overland Rd Meridian, ID 83642, the Grantee, the following .described premises, in Ada County, Idaho, To Wit: See the attached Exhibit A _ Parcel l (Southridge Estate Lots) TO HAVE AND TO HOLD the said premises, with their appurtenances unto the said Grantee, its heirs and assigns forever, And the said Grantor does hereby covenant to and with the said Grantee, that Grantor is the owner in fee simple of said premises; that.they are free from all encumbrances EXCEPT those to which this conveyance is expressly made subject and those made, suffered or done by the Grantee; and subject to all existing patent reservations, easements, right(s) of way, protective covenants, zoning ordinances, and applicable building codes, laws and regulations, general taxes and assessments, including irrigation and utility assessments (if any) for the current year, which are not due and payable, and that Grantor will warrant and defend the same from all lawful claims whatsoever. Whenever the context so requires, the singular number includes the plural. Dated: December ~ 2010 Corey Barton Homes, Inc, an Idaho corporation dba CBH Homes Corey D. Barton, resident • • Warranty Deed Page 7 of 5 • ,~-°~~« , J ~~ ~, m ~ s ~~~19~a~~t,V` c7F~~~.t~a~E, ~~ .:. TitleOne __ a title & escrow co. =~~cCOF~DIN~ WARRANTY DEED For Value Received, Dyver Development, LLC, an Idaho limited liability company, the Grantor, does hereby grant, bargain sell and convey unto, Corey Barton Homes, Inc., an Idaho corporation dba CBH Homes, whose current address is 1977 E Overland Rd Meridian, ID 83642, the Grantee, the following described premises, in Ada County, Idaho, To Wit: See the attached Exhibit A -Parcel 1 (Southridge Estate Lots) TO HAVE AND TO HOLD the said premises, with their appurtenances unto the said Grantee, its heirs and assigns forever. And the said Grantor does hereby covenant to and with the said Grantee, that Grantor is the owner in fee simple of said premises; that they are free from all encumbrances EXCEPT those to which this conveyance is expressly made subject and those made, suffered or done by the Grantee; and subject to all existing patent reservations, easements, right(s) of way, protective covenants, zoning ordinances, and applicable building codes, laws and regulations, general taxes and assessments, including irrigation and utility assessments (if any) for the current year, which are not due and payable, and that Grantor will warrant and defend the same from all lawful claims whatsoever. Whenever the context so requires, the singular number includes the plural. Dated: December ~ 2010 ,.._hi Corey Barton Homes, Inca; an Idaho corporation dba CBH Homes .- Corey D. Barton, Pr$sdent Warranty Deed Page 1 of 5 .~ . State of Idaho, County of Ada, ss. On this ~ day of December in the year of 2010, before me, the undersigned, a Notary Public in and for said State, personally appeared Corey D. Barton known or identified to me to be the President of the corporation that executed the instrument or the person who executed the instrument on behalf of said corporation, and acknowledged to me that such corporation executed the same. I ~L.r~ r~~ Notary Public Residing at: Q yyiQG My Commission Expires:. ~, -VS' (~~ o .~, j{® ~ ~ o 9 ~ `N m © ~ 9 j ' n ' a e 0 Ia j m P® _• ~["/ 717[ 1Y~ .{o O T ~/17Y wr'`~m ~+~,~~'OF~sss 11 R1A pMQ Warranty Deed Page 2 of 5 • Exhibit A Parcel 1 (Southridge Estate Lots): A tract of land situated in the South One Half of the North One Half of Section 23, Township 3 North, Range 1 West, Boise Meridian, City of Meridian, Ada County, Idaho, described as follows: BEGINNING at a 5/8-inch steel pin monumenting the Center One Quarter Corner of said Section 23, from which a 5/8-inch steel pin monumenting the East One Quarter of said Section 23 bears South 89°02'56" East a distance of 2,658.97 feet; Thence following the westerly line of the Northeast One Quarter of said Section 23, North 00°37'47" East a distance of 331.56 feet to a point; Thence leaving the westerly line of said Northeast One Quarter, 21.93 feet following the arc of a non tangent curve to the left, said curve having a radius of 398.28 feet, a central angle of 03°09'17", a chord bearing of South 82°38'49" West and a chord distance of 21.93 feet to a point; Thence 172.88 feet following the arc of a reverse curve to the right, said curve having a radius of 508.91 feet, a central angle of 19°27'50", a chord bearing of North 89° 11'55" West and a chord distance of 172.05 feet to a point; Thence 27.66 feet following the arc of a non tangent curve to the right, said curve having a radius of 20.00 feet, a central angle of 79°13'53", a chord bearing of South 39°51'03" East and a chord distance of 25.51 feet to a point; Thence South 00° 14'06" East a distance of 93.31 feet to a point; Thence southwesterly 47.74 feet following the arc of a circular curve to the right, said curve having a radius of 30.00 feet, a central angle of 91°10'32", a chord bearing of South 45°21.'10" West and a chord distance of 42.86 feet to a point: Thence North 89°03'34" West a distance of 204.56 feet to a point; Thence North 08° 17'51" East a distance of 108.82 feet to a point; Thence North 27°03'51" East a distance of 100.18 feet to a point; 'T'hence 234.43 feet following the arc of a non tangent curve to the right, said curve having a radius of 300.00 feet, a central angle of 44°46'24", a chord bearing of North 37°06'08" West and a chord distance of 228.51 feet to a point; 'T'hence 279.37 feet following the arc of a reverse curve to the left, said curve having a radius of 825.00 feet, a central angle of 19°24'07", a chord bearing of North 24°24'59" West and a chord distance of 278.04 feet to a point; Thence 33.10 feet following the arc of a compound curve to the left, said curve having a radius of 20.00 feet, a central angle of 94°49'57", a chord bearing of North 81°31'53" West and a chord distance of 29.45 feet to a point; Thence North 36°01'32" West a distance of 50.07 feet to a point; Thence 31.97 feet following the arc of a non tangent curve to the left, said curve having a radius of 20.00 feet, a central angle of 91°34'54", a chord bearing of North OS°15'43" East and a chord distance of 28.67 feet to a point; Thence North 49°27'42" East a distance of 50.00 feet to a point; Warranty Deed Page 3 of 5 • Thence southeasterly 41.31 feet following the arc of a curve to the left, said curve having a radius of 875.00 feet, a central angle of 2°42'17", a chord bearing of South 39°10'38" East, and a chord distance of 41.30 feet to a point; Thence North 52°09'30" East a distance of 119.99 feet to a point; Thence North 56°38'44" East a distance of 124.08 feet to a point; Thence North 20° 11'27" East a distance of 103.24 feet to a point; Thence South 72° 17'28" East a distance of 172.84 feet to a point; Thence easterly 77.62 feet following the arc of a circular curve to the left, said curve having a radius of 80.00 feet, a central angle of 55°35'25", a chord bearing of North 79°54'50" East and a chord distance of 74.61 feet to a point: Thence South 15°07'20" East a distance of 122.50 feet to a point; Thence North 86°31'43" East a distance of 260.50 feet to a point on the easterly easement line of the Ridenbaugh Canal; Thence following the easterly easement line of said Ridenbaugh Canal, North 03°28'17" West a distance of 222.79 feet to a point; Thence leaving said easement line, South 56°31'59" East a distance of 159.58 feet to a point on the easterly easement line of said Ridenbaugh Canal; Thence following the easterly easement line of said Ridenbaugh Canal the following five courses and distances: 1.316.45 feet following the arc of a non tangent curve to the right, said curve having a radius of 200.00 feet, a central angle of 90°39'20", a chord bearing of South 83°12'27" East and a chord distance of 284.46 feet to a point; 2. South 37°52'47" East a distance of 369.30 feet to a point; 3. Southerly 480.10 feet following the arc of a circular curve to the right, said curve having a radius of 370.00 feet, a central angle of 74°20'42", a chord bearing of South 00°42'26" East and a chord distance of 447.12 feet to a point: 4. South 36°27'55" West a distance of 34.82 feet to a point; 5. Thence southerly 44.56 feet following the arc of a circular curve to the left, said curve having a radius of 80.00 feet, a central angle of 31 °54'43", a chord bearing of South 20°30'33" West and a chord distance of 43.98 feet to a point: Thence leaving said easterly easement line, North 89°02'52" West a distance of 70.07 feet to a point on the centerline of said Ridenbaugh Canal; Thence following the centerline of said Ridenbaugh Canal the following courses and distances: 1.52.81 feet following the arc of a non tangent curve to the left, said curve having a radius of 150.00 feet, a central angle of 20°10'12", a chord bearing of South 07°12'47" East and a chord distance of 52.53 feet to a point; 2. South 17°17'53" East a distance of 110.54 feet to a point; 3. Southerly 129.34 feet following the arc of a circular curve to the right, said curve having a radius of 150.00 feet, a central angle of 49°24' 12", a chord bearing of South 07°24'13" West and a chord distance of 125.37 feet to a point: 4. South 32°06'19" West a distance of 21.67 feet to a point on the southerly line of the North One Half of said Section 23; Thence leaving said centerline and following the southerly line of the Nor One Half of said Section 23, North 89°02'56" West a distance of 712.43 feet to the POINT OF BEGINNING. Warranty Deed Page 4 of 5 . • • EXCEPTING THEREFROM: A tract of land situated in the Southwest One Quarter of the Northeast One Quarter of Section 23, Township 3 North, Range 1 West, Boise Meridian, Ada County, Idaho, described as follows: Commencing at a found brass cap monumenting the North One Quarter of said Section 23, from which a found 5/8-inch steel pin monumenting the Center One Quarter Corner of said Section 23 bears South 00°37'47" West a distance of 2,637.73 feet; Thence following the westerly line of the Northeast One Quarter of said Section 23, South 00°37'47" West a distance of 1,937.38 feet to a point; Thence leaving said westerly line, South 89°22'13" East a distance of 515.14 feet to a found 1/2-inch steel pin being the POINT OF BEGINNING. Thence North 63°36'24" East a distance of 159.86 feet to a found 1/2-inch steel pin on the southwesterly right-of--way line of the Ridenbaugh Canal; Thence following said southwesterly right-of--way line, South 37°52'47" East a distance of 53.06 feet to a point; Thence following said southwesterly right-of--way line, southeasterly 123.81 feet following the arc of a circular curve to the right, said curve having a radius of 240.00 feet, a central angle of 29°33'24", a chord bearing of South 23°06'05" East and a chord distance of 122.44 feet to a found 1/2-inch steel pin; Thence leaving said southwesterly right-of--way line, South 67°11'20" West a distance of 158.98 feet to a found 1/2-inch steel pin; Thence North 27°47'39" West a distance of 147.67 feet to a point; Thence northwesterly 16.72 feet following the arc of a circular curve to the left, said curve having a radius of 197.50 feet, a central angle of 04°51'03 ", a chord bearing of North 30°13'10" West and a chord distance of 16.72 feet to the POINT OF BEGINNING. Warranty Deed Page 5 of 5 AFFIDAVIT OF LEGAL INTEREST STATE OF IDAHO ) . _. __ _ _ COUNTY OF ADA ) I, v~ ~a. P.y, ~~~g ,,~ n ~~~~ (~ ~ (address) ~~/ ` (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: ! r~ta.l~+o Sa,v~a ~ d-wal~r.! 92~ N. Svyav, N~~, !D Rv+~t 7 Lt,L Lav+~( Gaup X62 ~. 51~0~ Dr• rCAo,~c lD (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 )'~:GC=_/•!U~3~ 1Z , 20 ~ ~ ignature) SUBSCRIBED AND SWORN to before me the day and year first above written. ~' ~~N ~ (Notary Public for Idaho) ^ ~ ~ ~ 1y Q~ ~~ ; ~ Residing at: ~ . ~ ~ , _ ' ~ ?,.?°LIf3LZG~'~~ • My Commission Expires: !'J 'd~ ~~ (,P •~r~+• 33 E Broadway Suite 210 • Meridian,ldaho 83642 Phone: (208) 884-5533 • Facsimile: (208} 888-6678 • Website: www.meridiancity.org • ~Ev vE oti= ~ ~^ ti :n 55 _... 30 55 _ -.-.. 70 S5 ..__ ::. ~~ ~ THE~D GROUP Sheet Tltla Southridge Gravel Mining _. ~~ r~~~h~ a "'~ ~ ' ~~'~ "''~ ~ ~" ' Conditional Use Permit •i ~ in99 34nn In 2~ ~9::jai?-, ' V iei n ity Map ~~e , , a~=~o=~.e ..~~ o~.,. ~ Meridian Idaho .; 1 w Ove~~~~r+d 1 r 1 Date of h~eumcs 12-Q~2010 1 ~.: Vic 1 c~ .~ ,~ .~ E m a~ 0 ,` 0 U ~v is - C~ City of Meridian Pre-application ~Meetin~ Notes .Date: - ~~ z-~ ProjectlSubdivisionNnme: City Staff: ~ ` ~ ;. . Location:# ~'/ 3 z~ MSo 2. } ~' i zz3 / 3 / 3~ a ' ' Existing Zoning: R-Z ,' ~-`~ Contig4wus and WithinAOI (AZ only): Proposed Zoning: -- Number'ofUnits and/or Lots: • Property Size: ~5~' . 8~ ~, i 7.7t Dwelling Type (if residential): Surrounding Uses: ~ .CA c an f r resj ~L.2 n.-f-~ %~( • Comprehensive Plan Designation(s): MDR , t ~. ~~d~-~ c~ v~ C, Street Buffers and/or Land LTse Buffers: ~S'u./~ ~~+ n Mr y ©vrrt and 'Open Space/AmenitYes/Pathways: a' ~.t ~ Street Systern/Stub StreetslAcces~: Sewer and Water Service: Topography/Hydrolog~r/Floodplain. issues: Canals/Ditches/Irrigation and/orHazards:' - History: ,Additional Meeting Notes: Other AgencieslDepartments to Contact (circle}: Ada County Highway District Nampa and Meridian Irrigation • Parks Department Ida)io Transportation Department Settleas Irrigation Public Works Depaifiment • • Sanitary Services Corporation Fire Department ~ Building Department . Central District health ~ Police Department • ;r ~ .Other: ' Applications Required (circle aIl .~ f that apply): ~ . ' Accessory Use Design Review Short Plat ' Alternative Compliance , Final Plat Modification' ~' Time Extension ~Arinexation Misc. (DA Modification)`' UDC Text Amendment' Certificate of Zoning Compliance Planned Unit Development Vacation Comp Plan Map Amendment Prelianinary Plat Variance Com • Te dment Private Street Other: Conditional tJ,_~e Permrmi Rezone Additional P.re-Application Conference (circle one):. Regtaired o equu'e Anticipated Submission Date: • Anticipated Heating Date: NOTES: 1) Applicants are required to hold a neighborhood meeting, ~r accordance with UDC 11-5A 5C, prior to. submittal of an appIicatfon requiring a pnbIic hearing. 2) Ezcept for UDC Tert Amendments, Comprehensive Plan Text Amendments and Vacation applications, aIl other applications requiring a pnbIic hearing shaIl be posted' in accordance vPith UDC 11-SA S D. 3) The fnformation provided during this meeting is based on current City Cdde and Comprehensive Plan. Any subsequent changes to City Code and/or the• Comprehensive Ptan may affect your ' . submittal and/or application. This pre-application meeting shall be valid for 4 months. :~/~6/ ~~ ~ _ ~' ~asZ /~Ctrl~?~ v7~v7G u/~ l/A/. U-~'s1'`~4 ~.~,/`,5~~~CJ _- - ~ __ _ = ~ ~~f~ ~ ~-~ ICJ ~ ~~ ~'_- t JJam~.. ~~ __ _ __; __ __ __ _ __ __ COMMITMENT OF PROPERTY POSTING Per Unified Development Code (UDC) 11-SA-SD, the applicant for all applications requiring a public hearing (except for a UDC text amendment, a Comprehensive Plan text amendment and/or vacations) shall post the subject property not less than ten (10) days prior to the hearing. The applicant shall post a copy of the public hearing notice of the application(s) on the property under consideration. The applicant shall submit proof of property posting in the form of a notarized statement and a photograph of the posting to the City no later than seven (7) days prior to the public hearing attesting to where and when the sign(s) were posted. Unless such Certificate is received by the required date, the hearing will be continued. The sign(s) shall be removed no later than three (3) days after the end of the public hearing for which the sign(s) had been posted. I am aware of the above requirements and will comply with the posting requirements as stated in UDC 11-SA-5. In. l~ !.~ 3. 7.0! v Appli n agent signature Date • • Page 1 of 2 Kristy Vigil From: Jason Densmer [Jason@thelandgroupinc.com] Sent: Wednesday, December 29, 2010 2:39 PM To: Sonya Wafters Cc: Kristy Vigil Subject: FW: Southridge -CUP Application for gravel extraction Sonya: Williams Pipeline has been so good as to provide the a-mail below in response to my request for their approval of the Southridge Gravel CUP application. Please let me know if you need anything further. Regards, Jason From: Hamilton, Gordon M [mailto:Gordon.M.Hamilton@Williams.com] Sent: Wednesday, December 29, 2010 2:17 PM To: Jason Densmer Cc: Tarbet, Craig R; Woodbury, Don C; Patterson, Scott C Subject: RE: Southridge -CUP Application for gravel extraction Jason, Based on the drawing that you conveyed to me of South Ridge Subdivision and specifically the area that your client intends to mine for gravel, Northwest Pipeline has no objection to the proposed land use. Further, it is our understanding that no material will be removed from our pipeline easement and that the finished slope adjacent to our easement will not exceed 33% (3:1). It is also our understanding that your client will not be crossing our pipelines or pipeline easement with any heavy equipment during the mining of the property. If you have any questions on the above statement, please give me a call. Sincerely, Gordon M Hamilton District Manager- Northwest Pipeline GP 208-850-8447 From: Jason Densmer Sent: Wednesday, December 29, 2010 12:03 PM To: Gordon Hamilton (Gordon.M.Hamilton@Williams.com) Subject: Southridge -CUP Application for gravel extraction Gordon: Thank you for your time this morning discussing the Conditional Use Permit application that has been submitted for the Southridge property. I am attaching the grading plans for the work, and a narrative letter that was submitted with the application. 12/29/2010 • • Page 2 of 2 As I mentioned, the grading will occur to the northeast of the pipeline. The design of the grading maintains existing elevations within the Williams easement. This is most-readily seen on the Cross Section A on sheet C1.10 -where the easement is shown. For the benefit of the City, would you please reply to this a-mail with either your approval of the planned work, or specific conditions that will need to be complied with during construction? As always, thank you for your assistance. Don't hesitate to let me know if you have any questions. Regards, ~ ~ :~- ~r Jason Densmer Professional Engineer Principal The Land Group, Inc. 462 E. Shore Drive, Suite 100 Eagle, ID 83616 ph. 208-939-4041 ext. 125 fax.208-939-4445 email. Jason@theland~roupinc.com web. http://www.thelandRroupinc.com 12/29/2010 • Page 1 of 2 Machelle Hill From: Sonya Watters Sent: Wednesday, December 29, 2010 3:00 PM To: Machelle Hill Subject: FW: Southridge -CUP Application for gravel extraction Please include this in the CUP application. Thx! From: Jason Densmer [mailto:jason@thelandgroupinc.com] Sent: Wed 12/29/2010 2:38 PM To: Sonya Watters Cc: Kristy Vigil Subject: FW: Southridge -CUP Application for gravel extraction Sonya: Williams Pipeline has been so good as to provide the a-mail below in response to my request for their approval of the Southridge Gravel CUP application. Please let me know if you need anything further. Regards, Jason From: Hamilton, Gordon M [mailto:Gordon.M.Hamilton@Williams.com] Sent: Wednesday, December 29, 2010 2:17 PM To: Jason Densmer Cc: Tarbet, Craig R; Woodbury, Don C; Patterson, Scott C Subject: RE: Southridge -CUP Application for gravel extraction Jason, Based on the drawing that you conveyed to me of South Ridge Subdivision and specifically the area that your client intends to mine for gravel, Northwest Pipeline has no objection to the proposed land use. Further, it is our understanding that no material will be removed from our pipeline easement and that the finished slope adjacent to our easement will not exceed 33% (3:1). It is also our understanding that your client will not be crossing our pipelines or pipeline easement with any heavy equipment during the mining of the property. If you have any questions on the above statement, please give me a call. Sincerely, Gordon M Hamilton District Manager -Northwest Pipeline GP 208-850-8447 From: Jason Densmer Sent: Wednesday, December 29, 2010 12:03 PM To: Gordon Hamilton (Gordon.M.Hamilton@Williams.com) 12/29/2010 . • Page 2 of 2 Subject: Southridge -CUP Application for gravel extraction Gordon: Thank you for your time this morning discussing the Conditional Use Permit application that has been submitted for the Southridge property. I am attaching the grading plans for the work, and a narrative letter that was submitted with the application. As I mentioned, the grading will occur to the northeast of the pipeline. The design of the grading maintains existing elevations within the Williams easement. This is most-readily seen on the Cross Section A on sheet C1.10 -where the easement is shown. For the benefit of the City, would you please reply to this a-mail with either your approval of the planned work, or specific conditions that will need to be complied with during construction? As always, thank you for your assistance. Don't hesitate to let me know if you have any questions. Regards, ~~ r l ~ The Land Group, Inc. 462 E. Shore Drive, Suite 100 Eagle, ID 83616 ~~ ph. 208-939-4041 ext. 125 ~~ fax.208-939-4445 Jason Densmer email Jason ar7thelandgroupinacom Professional Engineer web. h__tt~~.//www.theland~roupinc,com Principal 12/29/2010 • Jim Jewett From: Jason Densmer [Jason@thelandgroupinc.com] Sent: Friday, December 03, 2010 8:27 AM To: Jim Jewett Cc: 'Russell, Ryan (Idaho Sand 8~ Gravel)' Subject: Southridge Gravel -CUP Application Fee The City application fee for a Conditional Use Permit is $1,369. I'll need a check for this amount, made out to the City of Meridian, in order to submit today's application. Thanks, s~ ~rr„rr,,,,"~ The land Group, Inc. ~~ ~ +~~°+ 462 E. Shore Drive, Suite 140 ,,,~,"~ ', Eagie, ID 83616 ph. 248-939-4441 ext. 125 ®~ fax.208-939-4445 Jason Densmer email. 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S Q ~ ~ ~ ~ ~ ~ ~ a ~ ~ H m Y a m ~~ • • WEISS WILLIAM O & P1~lYL,L,IS MARGARET WEISS WILLIAM O & PHYLLiS NIARGARF.T REV FAM TRUS"f RF.V 1=AM "CRUS"I &WEISS WILLIAM O 2101 W ASPEN COVI DR TRUSTF,E F MERIDIAN, ID 83642-6517 1560 E CAROL ST MERIDIAN, ID 83642-0000 KLEFFNER MICHAEL &KLEFFNER MARY 2304 W ASPEN COVE CIR MERIDIAN, ID 83642-0000 CARLSON ROBERT K & CARLSON SUSAN B 949 N UNIVERSITY AVE # 12 PROVO, UT 85604-0000 ROSS FRANCES E 2302 W ASPEN COVE MERIDIAN, ID 83642-0000 BRILLHEART BARRY KNEE &BRILLHEART KATHY RUTH 1082 CHESHIRE CIR DANVILLE, CA 94506-0000 ELTON CURTIS A & ELTON NAOMI M 2906 W VAL VISTA CT MERIDIAN, ID 83642-6568 BAILEY RYAN S & BAILEY YVETTE M 2720 W VAL VISTA CT MERIDIAN, ID 83642-0000 EVANGELICAL LUTHERAN CHURCH OF AMERICA 8765 W HIGGINS RD CHICAGO, IL 60631-0000 RICE JOSEPH R & RICE STACIE M 2212 S OLD THORN LN MERIDIAN, ID 83642-0000 CINDER 109 LLC 1560 S CAROL ST MERIDIAN, ID 83646-0000 ROSS FRANCES E & CINDER 109 LLC 1560 E CAROL ST MERIDIAN, ID 83646-0000 POND LARRY C & POND CYNTHIA O 3410 W LAMONT RD MERIDIAN, ID 83642-0000 VAN HEES LARRY D & VAN HEES CAROLYN J 2540 S DEL REY LN MERIDIAN, ID 83642-6579 NICHOLS SCOTT HASKELL & NICHOLS JENNIFER LESLIE 2730 W VAL VISTA CT MERIDIAN, ID 83642-0000 AMEND WAYNE F & AMEND DAPHNE D 2155 W OVERLAND RD MERIDIAN, ID 83642-6515 CINDER 109 LLC 1560 S CAROL ST MERIDIAN, ID 83646-0000 MARTARANO ANTHONY F & MARTARANO LISA M 2030 W ASPEN COVE DR MERIDIAN, ID 83642-0000 EQUALS SEAN & EQUALS NICOLE 2305 W ASPEN COVE DR MERIDIAN, ]D 83642-0000 CARLSON ROBERT K & CARLSON SUSAN B 1560 E CAROL ST MERIDIAN, ID 83642-0000 BROWN SUZANNE C & BROWN STEVEN R 37 TALL TIMBERS LN KINGSTON, MA 02364-0000 BREINER LYLE D & BREINER BONNIE J 3050 W VAL VISTA CT MERIDIAN, ID 83642-0000 PRZYBOS STEVEN L TRUST & PRZYBOS STEVEN L TRUSTEE PO BOX 190779 BOISE, ID 83719-0779 CLOW JAY W 4050 W SILVER TERRACE RD MERIDIAN, ID 83642-0000 CINDER 109 LLC 1560 S CAROL ST MERIDIAN, ID 83646-0000 DYVER DEVELOPMENT LLC 1977 E OVERLAND RD MERIDIAN, ID 83642-6609 CINDER 109 LLC 1560 S CAROL ST MERIDIAN, ID 83646-0000 CABRA CREEK LLC CABRA CREEK LLC CABRA CREEK LLC 594 S WINTHROP WAY 594 S W[NTHROP WAY 594 S WINTHROP WAY BOISE, ID 83709-0000 BOISE, ID 83709-0000 BOISE, ID 83709-0000 CABRA CREEKLLC 594 S WINTHROP WAY BOISE. ID 83709-0000 CABRA CREEK LLC 594 S WINTHROP WAY BOISE, ID 83709-0000 CINDER 109 LLC 1560 S CAROL ST MERIDIAN, ID 83646-0000 r • CABRA CREEK LLC i94 S WINTHROP WAY BOISI~ ID 83709-0000 WALKER TERRY G 2290 S TEN MILE RD MERIDIAN, ID 83642-0000 VAN DIEST BRAD E 2340 S TEN MILE RD MERIDIAN, ID 83642-0000 • CABRA CREEK LLC 594 S WINTHROP WAY BO[SE, ID 83709-0000 ~ CINDER 109 LLC 1560 S CAROL ST MERIDIAN, ID 83646-0000 DANIEL FAMILY TRUST & DANIEL WILLIAM A TRUSTEE PO BOX 7103 CARMEL, CA 93921-0000 WALKER DUANE L & WALKER JULIE J CINDER 109 LLC 2330 S TEN MILE RD 1560 S CAROL ST MERIDIAN, ID 83642-6506 MERIDIAN. ID 83646-0000 • Hearing Date: January 20, 2011 File No.: CUP-10-015 Project Name: Southridge Subdivision Gravel Mining Request: Conditional use permit for gravel mining on approximately 76 acres of land in the R-4 and R-8 zoning districts, by Idaho Sand and Gravel. Location: The site is located south of W. Overland Road and the Ridenbaugh Canal, and east of S. Ten Mile Road within future development areas of Southridge Subdivision, in the north '/2 of Section 23, Township 3 N., Range 1.W.