Loading...
The URL can be used to link to this page
Your browser does not support the video tag.
Application
TRAf~SMITTALS Tc~ AGEf~CIES ~®R c®MMENTS oN ®EV1WL®PMENT PROJECTS WITH THE CITY OF MERI171AN To ensure that your comments and recommendations will be considered by the Meridian City Council please submit your comments and recommendations to Meridian City Hali Attn: Jaycee Holman, City Clerk, by; _ September 14, 2013 Transmittal Date: August 29, 2013 File No.: M®/~ 13-013 Hearing Date: September 17, 203 .Request: Puhlic Hearing -Amend the recorded Development Agreement (Instr. #102090926) for the purpose of excluding the proposed Baltic Place Addition property & modifying certain sections that reference the development of the R-40 apartment parcel for Baltic Place Addition By: H® Fowler Company Location of Property or Project: Joe Marshall (No FP} Scott Freeman (No FP} Steven Yearsley (No FP} Michael Rohm (No FP) Macy Miller (No FP} Tammy de Weerd, Mayor Charlie Rountree, C/C Brad Haaglun, C/C Keith Bird, C/C David Zaremba C/C South of E. Franklin Road & west of E. Kalispell Sanitary SerVICeS (No VAR, VAC, FP) Building Department/ Rick Jackson Fire Department Police Department City Attorney Community Development City Planner City Engineer Economic Dev. (cuP only) Parks Department Your Concise Remarks: Meridian School District (No FP) Meridian Post Office (FwPwsHP 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 Depf. (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 e 33 E. Broadway Avenue, Meridian, ID 83642 Phone 208-888-4433 ~ Fax 208-888-4218 4 www.meridiancity.org } N`~ ,,~~~ I Type of Review Requested (check all that ^ Alternative Compliance `Annexation and Zoning ~("Comprehensive Plan Map Amendment ^ Comprehensive Plan Text Amendment ^ Conditional Use Permit ^ Conditional Use Pernut Modification ^ Design Review ^ Final Plat ^ Final Ylat Modification ^ Planned Unit Development ~~'Preliminary Plat ^ Private Street °~ Rezone ^ Short plat ^ Time Extension (Commission or Cotmcil) ^ UDC Text Amendment ^ Vacation (Council) ^ Variance ~~7 Other ~~ ~- r~~Cc~~ Applicant Information Applicant name: H. D. Fowler Company, Inc, Phone: (208) 939-5665 Applicant address: 1100 West Taylor A,_.venue. Suite 106. Meridian, Idaho 7_.ip: 83642 E-mail: Applicant's interest in property: ^ Own ^ Rent Q Optioned ^ Other Fax: (208) 846-8366 Owner name: L. C. Development, Inc Phone: _(208) 888-1852 Fax: Owner address: P. O. Box 518, Meridian, Idaho Zip: 83642 E-mail: 8881852(a~gmail.corn Agent name (e.g., architect, engineer, developer, representative): Engineer/Representative Firm name: ~ineering Solutioa~s, LLP Phone: (208L938-0980 Fax: X208) 938-0941_ Address: 1029 N, Rosario Street, Suite I00 Zip: 83642 E-mail: __ es_bec n c q~yesto~ce.nef Primary contact is: ^ Applicant ^ Owner Q Agent ^ Other Contact name: Becky McKay Phone: 208 938-0980 Fax: (208) 93 8-0941 Contact address: ,,- 1029 N. Rosario Street, Suite I00 Zip: 83642 E-mail: es-bee m[~cirvestotrce.net Subject Property Information Location/street address: See Vicinity Map -South of E Franklin Road south of terminus of S. Baltic Avenue Assessor's parcel number(s): Township, range, section: T.3N., R.lE., Section 18 Total acreage: 9.397 Current land use: _ Vacant Current zoning district: R-40 Planning Depa>rtrnent COMMISSION & COCJNCIL REVIEVij APPLICATION 33 F. Broadway Avenue • Meridian, Idaho 83642 Phone: (208) 884-5533 Facsimile: (208) 888-6854 ® Website: www.meridiancity.org 1 Project Description Project/subdivision name: Baltic Place Addition General description of proposed projectlrequest: Comprehensive plan ma n~amendment from hii;h-density residential to industrial• rezone of 9.397 acres from R-40 to I-L; and prelirninar~plat for 2 iidustr•ial lots. __ Proposed zoning district(s): Acres of each zone proposed: 9.39? Acres I-L Type of use proposed (check all that apply): ^ Residential ^ Commercial ^ Office Q Industrial ~ Other Amenities provided with this development (if appticable): Who will own & maintain the pressurized irrigation system in this development? , Nampa-Meridian Irrigation District Which irrigation district does this property lie within? Nampa-Meridian Ir•ri =ate, ion Dish•ict Primary irrigation source: Hunter Lateral Secondary: Meridian City Square footage of landscaped areas to he irrigated (if primary or secondary pourt of connection is City water): N/A Residential Project Summary (if applicable) -- N/A Number of residential units: Number of common and/or other lots: Number of building lots: Proposed number of dwelling emits (for multi-family developments only): 1 Bedroom: Minimum square footage of structure(s) (excl. garage): 2 or more Bedrooms: Minimum property size (s.f): Gross density (DiJ/acre-total Iand}: Percentage of open space provided: Percentage of useable open space: Proposed building height: _ Average property size (s.f.): Net density (L?tl/acre-excluding roads & alleys): Acreage of open space: (See Chapter 3, Article G, for qualified open space) Type of open space provided in acres (i.e., landscaping, public, common, etc): Type of dwelling(s) proposed: ^ Singlc-family ^ Totivnhomes ^ Duplexes ^Multl-family Non-residential Project Summary {il' applicable) Number of building lots: 2 Other lots: 0 Gross floor area proposed: TBD Existing (if applicable); 0 Hours of operation (days and hours); TBD Building height: TBD Percentage of site/project devoted to the following: Landscaping: TBD Building: TBD Paving: TBD Total number of employees: TBD Maximum number of employees at any one time: TBD Number and ages ofstudents/children (if applicable): N/A Seating capacity: N/A Total number of parking spaces provided: TBD Number of compact spaces provided: TBD Authorization Print applicant name: Applicant signature: _ Date: ~~'_ 33 F.. Broadway Avenue e Meridian, Idaho 83642 Phone: (208) 884-5533 ® Facsimile: (208) 888-6854 Website: www.meridiancity.org 2 Baltic Place Addition Subdivision Comprehensive Plana I~ap Amendment, Deveioptnent Agreeriaent 1Vlodification, Rezone and Preliminary Plat Project Il~arrative II. D. Fowler Company, Inc., hereby applies for a comprehensive plan amendment, rezone and preliminary plat for Baltic Place Addition Subdivision. The property is adjacent to Medimont Subdivisions Nos. I and 2 (zoned I-L) on the east, and adjacent fio Baltic Place Subdivision No. 1 (zoned C-G) to the north. To the west lies unplatted property zoned R-6 and RUT in Ada County. The R-6 area is developed with a residential groupo home and the RUT property is the Meridian Cemetery. The project lies immediately north of the Hunter Lateral. H. D. Fowler Company, Inc., has been in business since 1911, and is the oldest and largest independent, family-owned distributor of waterworks, ilxigation, pumps and wastewater treatment equipment in the Pacific Northwest, and one of the largest in America. The applicant's current location on Taylor Avenue in Meridian has become less than ideal, and the applicant's intent is to build a new facility on one of the lots proposed in the two-lot subdivision to be platted as Baltic Place Addition Subdivision. The applicant is under contract with the owner, L. C. Development, Inc., to purchase the property. The Meridian Comprehensive Plan currently designates the site as High-Density Residential, as the property was previously zoned and approved in 2002 for 228 apartment units. 1`he location of the parcel is not conducive to amulti-family development. The general area is predominately commercial and industrial. The applicant requests a change to the Meridian Comprehensive Plan Map from High-Density Residential to Light Industrial consistent with the adjoining designation, along with rezoning of the 9.397-acre property from R-40 to I-L. The request for change is due to abandonment of the previously approved site plan for apartrxrents and to allow for constl•uctior~ of a new facility for H. D. Fowler Company. Light industrial uses will be much less intrusive on the neighboring property owners and less demanding on traffic, both of which were concerns during the public hearings for the previously approved apartments. The property can be adequately served by essential public facilities and services. Franklin Road has already been constructed to S lanes. The proposed Baltic Place Addition Subdivision is a two-lot industrial subdivision on 9.397 acres, with one of the lots being 5 acres and the other lot 3 93 acres. Access will be provided via extensions of S. Baltic Avenue and E. Kalispell Street, with cul-de-sacs terrninatir~g each. stub street. The I Iunter Lateral lies adjacent to the southeni boundary and was piped by Nampa & Meridian Irrigation District (NMID). No encroachment of their easement will be allowed by NMID. No variances are being requested as part of this preliminary plat. The applicant proposes to build a new facility similar to that depicted in the attached photograph. A development agreement was entered into between the City of Meridian and L.C. Development on July 9, 2002, and recorded as Instrument No. 102090926, records of Ada County, Idaho. The property was rezoned to R-40 in 2003 under Ordinance 03-997 and recorded as Instrument No. 103012600. The First Addendum to the Development Agreement (AZ, 01-008} was approved on January 21, 2003, and recorded as Instrument No. 103012599. It would be the applicant's preference to either enter into a new, separate development agreement for the proposed industrial property or delete the requirement for a development agreement altogether. Existing ordinances cover the majority of the conditions noted in the original development agreement and there are numerous references to Franklin Road irnproveinents, all of which have been constructed. The First Addendum only addressed the rezoning of the property to R-40, with no additional conditions. If modification is considered necessary by the City Council, the following change to Section 4.1 of the original development agreement (page 3) would need to be revised as follows: Construction anti development of a planned unit development consisting of 9 commercial building lots; and 4 common lots and' • ~'~ ~~~*~~' ~TM~r+,,,,,,,+ ~~+ construction and development of 2 industrial lots on the southerly 9.397 acres of the development. Also, any reference to the R-40 zozaing would need to be amended to the I-L zoning designation. Le~~l ~es~rip~inn ~~ltic I~I~ce 1~clditiar~ (1~P~ar~e ~t~d Pr~lir~i~~ry PI~~) A parcel located in the NW '/ of the NE '/.t of Section 18, Township 3 North, Range 1 East, Boise Meridian, Ada County, Idaho, and more particularly described as follows: Commencing at a Brass Cap monument marking the northwest earner of the NE %< of said Section 18, from which a Brass Cap monument marring the northeast corner of said Section 18 bears N 89°46'09" E a distance of 2G54.20 feet; Thence N 89°46'09" E along the northerly boundary of said Sectian 18 a distance of 1327.17 feet to a 518 inch diameter iron pin marking the northeast corner of said NW'/4 of the NE 1/4; Thence S 0°29'30" W along the easterly boundary and the prolongation thereof of Baltic Place Subdivision No. 1 as shown in i3ook 93 of Plats on Page 11188, records of Ada County, Idaho, a distance of 293,11 feet to a 518 inch diameter iron pin marking the southeast corner of said Baltic Place Subdivision No. 1 and the ~~INT tOP BE~iNNIN~; Thence S 0°29'30" W along the easterly boundary of said NW '/ of the NE % a distance of 1038.99 feet to a 5/8 inch diameter iron pin mari<ing the southeast corner of Nledimont Subdivision No. 2 as shown in Book 79 of Plats on Page 8453, records of Ada County, Idaho; Thence leaving said easterly boundary N 51°25'38" W a distance of 132.86 feet to a paint in the Hunter Lateral; Thence N 63°27'15" W a distance of 404.00 feet to a 518 inch diameter iron pin; Thence N 0°39`10" W a distance of 680.97 feet to a 5/8 inch diameter iron pin marking the southwest corner of said Baltic Place Subdivision No. 1; Thence along the southerly boundary of said Baltic Place Subdivision No. 1 the fallowing described courses: Thence N 89°21'26" E a distance of 129.45 feet to a 518 inch diameter iron pin; Thence N 45°29'15" E a distance of ?.5.60 feet to a 518 inch diameter iron pin; Thence N 0°29'15" E a distance of 57.99 feet to a 518 inch diameter iron pin; Thence S 89°30'45" E a distance of 54.00 feet to a 518 inch diameter iron pin; Thence N 0°29'15" E a distance of 21.00 feet to a 5/8 inch diameter iron pin; Thence S 89°30'45" E a distance of 2'19.98 feet to the ~~IN°f S~F t~ECiNNINC~; This parcel contains 9.41 acres and is subject to any easements existing or in use. .~ O Clinton W. Hansen, PLS ~~,~9~~,, t'E~~~W6~[~, a Land Solutions, PC `~'. ~~~~:..~~~~ r,, June 5, 2413 ~'~~~ ~ ~ Ioll~~ ~~i~;~?lt~li-~"-1 #:AC;:'~~i~fitJP,ktY~ .,- ~~~J~t.~J4'~d1~,.f i ~ ~rat''t. ~f ~'~~~~~:~:f`~J~:I.f`~a -~" Aintl 5urvcying and ConsultM9 PL LAlyO ~~~~G~ ~ ~j~~TF Q F ~~ ~~~ p~ W , \~A Baltic Remainder Jab No.13-35 L.e~~i l~escrj~~i~r~ g~ftic ~'l~c~~ldditi®r~ (R~~e~rte anc! i~relirYain~ty ~'I~t) A parcel located in the NW f of the NE % of Section 18, Township 3 North, Lange 1 East, Boise Meridian, Ada County, Idal7o, and more particularly described as follows: Commencing at a Brass Cap rYionument marking the northwest corner of the NE '/ of said Section 18, from which a Brass Cap manumei-tt marking the northeast corner of said Section 18 bears N 89°46'09" E a distance of 2654.20 feet; l~hence N 89°46'09" E along the nar~theriy boundary of said Section 1$ a distance of 1327.17 feet to a 5/S inch diameter iron pin mari<ing the northeast corner of said NW'/~ of the NE 1/4; Thence S 0°29'30" W along the easterly boundary and the prolongation thereof of Baltic Place Subdivision No. 1 as shown in Boof< 93 of Plats on Page 11188, records of Ada County, Idaho, a distance of 293.11 feet to a 5/8 inch diameter iron pin marking the southeast corner of said Baltic Place Subdivision No. 1 and the t'OtNT" O1= BE~ft~JNING; Thence S 0°29'30" W along the easterly boundary of said NW '/a of the NE '/~ a distance of 1038.99 feet to a 5/8 inch diameter iron pin marking the southeast corner of Medimon# Subdivision No. 2 as shown in Boole 79 of Plats on Page 8453, records of Ada County, Idaho; Thence leaving said easterly boundary N 51°25'38" W a distance of 132.86 feet to a point in the Hunter Lateral; Thence N 63°27'15" W a distance of 404.00 feet to a 5!8 inch diameter iron pin; Thence N 0°39'10" W a distance of 680.07 feet to a 5/8 inch diameter iron pin marking the southwest corner of said Baltic Place Subdivision No. 1; Thence along the southerly boundary of said Baltic Place Subdivision No. -i the fallowing described courses: Thence N 89°21'26" E a distance of 129.05 feet to a 5/8 inch diameter iron pin; Thence N 45°29'15" C- a distance of 25.60 feet to a 5/8 inch diameter iron pin; Thence N 0°29'15" E a distance of 57.99 feet to a 5/8 inch diameter iron pin; Thence S 89°30`45" E a distance of 54.00 feet to a 518 inci~ diameter iron pin; Thence N 0'29' 15" E a distance of 21.00 feet to a 5/8 inch diameter iron pin; Thence S 89°30'45" E a distance of 279.98 feet to the t~C11N~' bF f3E~fNNiNC~; This parcel contains 9.41 acres and is subject to any easements existing or in use- Clinton iN, I-ianseti, PLS Land Solutions, PC June 5, 2013 ~I~'~~~~~1'~if~~'1 („~,_~'~ Land Surveyln9 and Consulting L Lq ~0 0-. 1 dl ~ r~ ~ ' .'~ ~~ 9TF O F FO ~~ ~TO ~~~ ~~ W. Baltic Remainder Job No. i 3-35 ~~r .._._ ~ h x ~{ I 3 ~:~ t ai ~® ~IW Scale: Cinch = 70 feet ~ File: Battic Remainder Legat Description.des Dafa and Deed Call Listing of File: Baltic Remainder Legal Description.des Tract 1: 9.414 Acres: 410068 Sq feet: Closure = s48.0731 c 0.01 Feet: Precision =1/269237; Pez-imeter = 2824 Feet 001=s0.2930w 1038.99 002=~51.2538tiv 132,81 003= nG3.2715w 404.00 004=-n0.3910w E>80.07 005=n89.2126e 129.05 006 ~n45.2915e 25.60 007=n0.2915e 57.99 008=s89.3045e 54.00 009 =n0?915e 21.00 010-=~s89.3045e 279.98 .__ LU I J sr __._.- --~~ / jjr~ .~-._ ~_ j z D i1 - _~ ~ --~ U_ u~u _ V gq{U •] ,LO'089 h1,,,01,6£.OD N ~ ~ ~ \~~~~~~~~~~~~~~~' HIV; CIT LIMITS- . ~„ - ~ N w \ ~ ,66'L8 3o91,6Z.00 N `'' ~ \\ ~ r.a ~ ,00'b9 3„8,0£.68 ~ S -- - \ ~, { G ~~~ ~ ~ s~9o~ ~ ,~ ,66'8EOl iK„OE,6Z.OD S tj ,.o~,sz.oo s .~ ^-"' ,tr~sa la rn v ~ o D r (n o '~ ~ ~ m~ ~ -o - -~i -o z F''~ z ~ ~ o ~ - ----- - ~ - ( ~ _ -- - - _ S. ADKINS VJAY ~_~ a J W J III ~. ~~ NIA z ~ O o No --- O ;~ N ` o m c`> W --- zIrn ~' a N D I~ t ~ '~ ~ _ -Nb`IQI~W ~_ -_-_ _ - - l n o --- ~ ~ m O U Z z i z ~Q Q ~ _.-- y z r., ~ f1l r aim ~ ~ n-'~ n - ~ J °cm~ m ~ ~ ~`~° D ~ ~ >~ °~~ ,~ ~, _ Z _ ~+ __. _ ~fSTLOCUST~GROVE ~RD N N Z m ~a~ ~ ~Z~ ~ ~ w °so ~ ~ f a "eg i'' ~ o y - `! ~N~ ~l W ~v ~ E---.-. -- - _ V W - 1 June 27, 2013 P~°oposed Baltic Pla~c Addition A paxcel of land located in the NW 1/4 of the NE I/4 of Section 18, T.3N., R. lE., B.M., Meridian, Ada County, Idaho, more particularly described as follows: Commencing at the corner common to Sections 7, 8, 17 and the said Section 18, froze which the 1/~ comer common to said Sections 7 and 18 bears South 89°46' 13" West, 2654.29 feet; thence South 89°46' 13" West, 1327.12 feet to the East 1/16 corner common to said Sections 7 and 18; thence along the West boundary of Medimont Subdivision No. 1, as same is recorded in Boole 7S of Plats at page 7794, records of Ada County, Idaho South 00°29' 15" West, 293.00 feet to the REA>l, P~IN'I` ~~ I3E~II~IIVII~G. Thence continuing along said West boundary and the West boundary of Medimont Subdivision No. 2, as same is recorded in Book 79 of Plats at Page 8453, records of Ada County, Idaho, South 00°29' 15" West, 1039.09 feet to the southwest corner of said Medimont Subdivision No. 2; Thence generally along the bank of the Hunter Lateral North 51°29'39" West, 132.92 feet; Thence North 63°25' 13" West, 205.41 feet; 'T'hence North 61°05'52" West, 203.20 feet; Thence departing said bank North 00°38'34" West, 670.68 feet to the southwesterly corner of Baltic Place Subdivision No. 1, as filed for record in Boolt 93 of Plats at Page 11188, records of Ada County, Idaho; Thence along the southerly boundary of said Baltic Place No. 1 Subdivision: Thence North 89°21'26" East, 129.05 feet; Thence North 45°29' 15" East, 25.60 feet; Thence North 00°29' 15" East, 57.99 feet; Thence South 89°30'45" East, 54.00 feet; Thence North 00°29' 15" East, 21 AO feet; Thence South 89°30'45" East, 280.01 feet to the P®Ilol'>C ®I' 13EGINN~NU. Containing 9.40 acres, more or less. CLOSURE.tXt Mapcl1eck 1: BALTIC PLACE ADDITION DESCRIPTION closure summary Precision, 1 part in: 571958.3260' Error distance: 0.0049` Error direction; 589° 28' 51.75"W Area: 409397,43 5q. Ft. Square area: 409397.4350 Perimeter: 2818.9500' Point of Beginning Fasting: 5297.5154` Northing; 5073.5306` Side 1: Line Direction: s0° 29' 15.00"W Angle: [0.4875 (d)] Deflection angle: [-179.5125 (d)] Distance: 1039.0900' Fasting: 5288.6744' Northing: 4034.4782' Side 2: Line Direction: N51° 29' 39.00"W Angle: [-51.9817 (d)] Deflection angle: [128.0183 (d)] Distance: 132.9200' Fasting: 5184.6585' Northing: 4117.2335' side 3: Line Direction: N63° 25' 13.00"W An le: [168.0739 (d)] Deflection angle: [-11.9261 (d)] Distance: 205.4100` Fasting: 5000.9578' Northing: 4209.1426' Side 4 : Line Direction: N61° 05' 52.00"w Angle: [-177.6775 (d)] Deflection angle: [2.3225 (d)] Distance: 203.2000' Fasting: 4823.0672' Northing: 4307.3525' Side 5: Line Direction: NO° 38' 34.00"w Angle: [-119.5450 (d)] Deflection angle: [60.4550 (d)] Distance: 670.6800' Fasting: 4815.5433' Northing: 4977.9903' side 6: Line Direction: N89° 21' 26.00"E Angle: [-90.0000 (d)] Deflection angle: [90.0000 (d)] Distance: 129.0500' Fasting: 4944.5852' Northing: 4979.4381' side 7; Line Direction; N45° 29' 15.00"E Angle: [136.1303 (d)] Deflection angle: [-43.8697 (d)] Distance: 25.6000' Fasting: 4962.8405' Northing: 4997.3853' Side 8: Line Direction: NO° 29' 15.00"E Angle: [135.0000 (d}] Page 1 CLOSURE.txt Deflection angle: [-45.0000 (d)] Distance: 57.9900' Fasting: 4963.3339' Northing: 5055.3732' side 9; Line Direction: 589° 30' 45.00"E Angle: [-90.0000 (d)] Deflection angle: [90.0000 (d)] Distance: 54.0000' Fasting: 5017.3319' Northing: 5054.913$' Side 10: Line Direction: NO° 29' 15.00"E Angle: [90.0000 (d)] Deflection angle: [-90.0000 Cd)] Distance: 21.0000' Fasting: 5017.5106' Northing: 5075.9130" side 11: Line Direction; 589° 30' 45.00"E Angle: [-90.0000 (d)] Deflection angle: [90.0000 (d)] Distance: 280.0100' Fasting; 5297.5104' Northing: 5073.5306' page 2 16=2~ FL9R dAt,~~ R~G~#~F~ dt7At',UUN1Y ECOf{OE ~~~t , 2441 AP t~ Rp1 G~ ~~ tDi036Z~5 c~~~~~ ca~~r~c>c~rl~~, l~~, ~n tawl,ti cntpomtlon TFfiAtEs~pg'ft7N rt~..~ ~ e,~r~c~r da(ea} fie~6y ~crsnvey, release and fio'revar~quifcleim tta-tn: ~.L.t":~It<EVl'uLd~'t~i»Ta'!'; lIVC., an 1d~ha eA~EtarQtion whasr torrent address is: ~U ~x 5l~, tbleridi~n, !~ ffi364~ the follawing desectl>edti premises, to-wit: Ati lrsrce! of lahQ Ittcstte~ in tltc P(t~$Id of the t4~lJ~ aC 6ctiivn 1~, '!'.3t~i., lt.lE„ 13,Ar1,, ~,dn ~nantp, Qdahp, tstos~ gsafecsali+tl~ d~criT2ac! on the aftaebed l~ibit "A" t7atc: ~prii! ~3, ~t#~E Cctlfci5 Consitt.[Ctld11, !nn_ Allen Lea Cettter , t~sidsnt Smte ofldahu, County of ~,d~, as. C)n this day of ~gtrti in the year of Z4tI1, f~sfon; me, tha undar5ignccl, a Notary Pubtic in and fnr sai3 5tsEx+, persoa7glty e:slte$tcd Alien i.ct; C few known dr identified to mo qa be the Paesident of iffe carpar~t-on thdt 4uesu d tl~o instrw,nenc ~r ttus p : (5) Whn executed the instrument nn behalf of Send carpnrat(on, aa9 owl i{C,1 w that s h c inn axccutal the same. ~,,¢`• ltadidlQg st: $~Criderr~, I9? My Comritission Es:gsiaes: llliXlE~pQ ~~ • ~~~ ~~~~, ~~~~i ~~~4 A1JG-06-2~4 16 ~ ~ A'il`~5ald?~ 1 6~MA~~ Proje~ ido. 41U1BOb R'e6ruaey 13, 20d4 ~~l~R9s~~41V1~LIPd A paruat ~ tarrd laeated iri the NUV41~ of in® M~414 of 5ecthan 16, T.3N., R.4~., B.I., Ada ~erinty. Idaho, more particularly descriWed as fo{{QVUg; ~arnmenctng at the aarnar camman 4a Sectians 7. ~, 17 arKi ifs said Section fib, tt~'tr which the'/a corner commop is amid Sections 7 and 46 bars Satatf9 68°d8'13" Vilest. 265.29 feet; thence+ South »B°48'43" West, 1327.12 feeE to llre Erik 9l4B corr~r common to said S~tians 7 ettd 1H; thence South UO°29'16" West, 25.t1b feet to the ntasthw~E comer of Medtmont Suk~division Aia. '#, as same is recorded in wok 7S of Pats at Page 77134, records of Ada Gounty, Idattc~, said comer being ~e R~A~ Rf3it~1" ~F BEGIIdN1PIP. ~fter'+r~ song ~ vilest boundary of said subdivision and the Wesk txsrrndary of Medimont Subdi~rrsinn No. 2 as sane is recardQd in ~K 19 of Ptats at Page 663, recardr; of Ada Couniy, IdAha, Sotai¢a bb°28'15" ifVeat, 13Q7.09 fret 4a the BOrtthwest earner of said td4erdimQnt Subdly€aian Na. 2; thence generaiiy along the bath of the Hus,tar E.atecaf Edortt~ 51°29`39" Wast, 432.92 feet; ti~aeri~ Plor4h 83°25'13" tlVest, 245.41 feet; . itrenr.~ hl4rif181°b5'S2" ~tlest, 2tl3.2Q fc~t; thencer dalaatiing as€d bank tdorth OU°3®"~" Wesf, 4032:26 fast to a polnton the SauEh right-otouray of FrankEtn load; thence ebrig said right-~f-vday ~Iar4h d9°4H'13' East, ~t3H,34 feet i4 the Roint of Beg€na~fig. Containing 12.74 acres. triers ortesa. ~re~arec~ by; HLOBBL~ EAI~fN~~RthlG, Ihl~. ®,1TEM,P~Uon.nTP. Cantara~FrenY](n.AOc p. 7err~ Pauc~h, P'.L.S, AUG--06-2~4 if~~22 ASR Riwt~R~I~t~ MIL 7t3: L.C. D~d~prpte~t, into P,~, 51~ ~9~ri~ian, ~~ ~368t1 ~~~~- ~~~ fltaa.: ~ n~~~~ {~~~ ADA Gary ~~ ~, 4A1d16 ~~A~Q ~ ~ El~A~O G~9f~8 ~d:16 DEMU~f ~~ ~tlrd~~ ~~~Aa~~arw ~~~~~~~ u~t ~~, ~r Value 11ved, ~a ~~, Y~~r ~ 1~ d'ekliei di(es) heret~y ~nvey, , tam, urn forever quit d~ir~ un~s ~..~ Fm~ r a~ ~d~~ ~ 9n°s~ is ~~~~ ~ ~~, f~~f, ~ , ~e hdla~uin~ d ~mts~ In ~~fr I91~, ~n-~llt; ~ b6~ °~,R ~ h® a tii&~ ~a~,~e ~ ~ h~C~ RP~~ 9.~~~m~~,-~~~~ P~@ L of 2 . . R1JG-0b-200 16 ~ ?~? a~ta; :m f ~ m~ttmree ~ a~a.; ~aaa~~t~a~ f;I1~) rte: f31ln~! ~'A°f~ f,~' Idaii~ ) ss. Ca{JF~1"Y ~ ~ ~ th15 ~ r ~ f~ t7t~,. ~ I~Q['~Iy( Put7ife In 2f61f1 fbr 5atd 5'taf~e, persily arm .~1[~n , tcftf~wn or ~e~tifl. do ma ~ ~ fie Pre~fdertk of the ta#4an that ex~ut~€i this tn~rucnent ~r the ~~ Naha tfte i~str[a~rent on f~a~ of pfd car~~~n, and ~c'~tn~ratf~tig~ ~ m~ that: st~s:h ~r~i~at1~ euted the Mme. Ir; wifrres~ t~+t3er~f, 11s~err~ my hated d a Y af4 s~f the date ~at~ r fn ~§rfs c~:(fit~t~ flat abo~ wt9 /y P / f f~` ~1df . : fie I~ €~65idin~ in ~~ie0, Idaft~ i+~y re~tsst~rt pir~: ~ ~y Cammtssian ~xpi~s: July 't1, 2ds~9 ~,~® ~ at a AUG-06-2~4 15: ?~ Y~~~ ~~~ TAT ~ +~~ ~.' ~ ~~~~~ ~~(BP~t'~~ ~ Za ~R3 ~ t ~~ a ~c~a~~a~a~e~ . .AllCi-06--2~~ 16=22 ~~~ ~ ~ -`°-, .. AFFIDAVIT' ®F I~EGt-~I, I~T'CE~E~'~ . STATP OF IDAHO COUNTY OF ADA I, Lee Centers, President of L.C. Development, Iuc., 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: , Engineering Solutions, LLP 1029 N. Rosario Street, Suite 100 Meridian, ID 83642 L. C. DEVELOPMENT, Inc. ~_ e C tees, President SUBSCRIBED AND SWORN to before me the day and year first above written. A~ , r~~ .~, r '~<'-, J ~~l ~4 j~'' :`i~~j Syr 4,•5 ,•~~ ~' ~k ' .f'~ •~Z Y) C1 _ _ 11 i~ ~ }. ~, ~, ,~ {~ c ~,.,• . ,..; ~~ _: to submit the accompanying application(s) pertaining to that pzopez•ty. 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 oftlze application. purpose of site inspec~i~ions related to processing said application(s). ~ 1~`~ Dated this ~~ day of ~~ , 2013. I hereby grant permission to City of Meridian staff to enter the subject property for the ~~~ ';n,~ 'z~ Public for My Commission ~~ ~ ®a °°1 ~ ~y i~'+ ~~ ~~ `~~ ART'E~LE~ ®P fliU~~PE~T't®N ~ ~ ~~ ~a~e. l~~i/EL~P~E~~ 1 , i~~r. ~~ ; ~~ ~ ~~ The undersigned, acting as incorporators of a Corporation under the Idaho Corporation Act, adopt the following larticles of incorporation for such carporation: FIR~1': The name of the corporation is L,C. development, Inc, SEC~~t~: The period of its duration is perpetual. Ti-IIR®: The purpase or purposes for which the Corporation is organized are: the transaction of any or all lawful business for which a Corporation may be incorporated under the Idaho Corporation Act. FOURTH: The total authorized capital stock which the Corporation shall be authorized to issue shall include the following: 1,(304 shares of common stock with no par value per share. Each outstanding share of common stock shall be en~itle'd to one vote an each matter submitted to a vote at a meeting of shareholders. Payment of dividends and redemption of stock shall be sulaject~o restrictions set forth in the laws of the State of Idaho. FIFT~l: There are no special Wprovisions denying preemptive rights and shareholder preemptive rights shall be determined in accordance with fdaho Law. SIXTH: To the extent permitted by law, the Gorparation is authorized to repurchase its own shares and, when so dctng, may utilize both unreserved and unrestricted earned surplus and unreserved and unrestricted capital surplus and common and preferred capital and paid in capital. SEVENTH; The address of the initial registered office of the Corparatian is 325 Meridian Street, Meridian, Edaho, end the name of its initial registered agent at such address is ALLEN LEE OEN~'ERS. AF1`f'ICLE~ ®F INCA~iP®I~AI'tOM ®F I_.C. I~EVELCF~IEIV`C, INS. -PACE 'I EIGHTH: Section 1. Director Liabifi . To the extent permitted by law, no director of this corporation shall be personally liable to the corporation or its stockholders for money damages for any action taken, or any failure to take any action, as a director, except liability for: (a) The amount of a financial benefit received by a director to which he is not entitled; (b) Intentional infliction of harm on the corporation or the shareholders; (c) A violation of Section 30-1-833, Idaho Code; (d) Any intentional violation of criminal law; (e) for an act or omission occurring prior to the date when the provisions of this Section 1 of Article Eighth become effective. It is the intention of the members of this corporation to eliminate or limit the personal liability of the directors of this corporation to the greatest extent permitted under applicable law. After this Section 1 of Article Eighth becomes effective, if amendments to applicable statutes are passed which authorize corporations to act to further eliminate or limit the personal liability of directors, then the liability of the directors of this corporation shall be eliminated or limited to the greatest extent permitted by the applicable statutes, as so amended or added. - Any repeal or modification of this Section 1 of Article Eighth by the members of this corporation shall not adverselyaffect any right of or any protection available to a director of this corporation which is in existence at the time of such repeal or modification. Section 2. Indemnification of officers directors employees and agents. The corporation may indemnify any person who was or is a party or is threatened to be made a party to any threatened, pending or completed action, suit or proceeding, whether civil, criminal, administrative or investigative (other than an action by or in the right of the corporation) by reason of the fact that he is or was a director, officer, employee or agent of the corporation, or is or was serving at the request of the corporation as a director, officer, employee or agent of another corporation, ARTICLES OF INCORPORATION OF L.C. DEVELOPMENT, INC. - PAGE 2 partnership, joint venture, trust or other enterprise, to the extent permitted by Section 30-1-202(e), Idaho Code, or other applicable law, including but not limited to, Idaho Code Sections 30-1-850 through 30-1-859. The association reserves the right, at its sole discretion, to determine whether and how much, if any, insurance it may purchase on behalf of directors, officers, employees or agents. Any repeat or modification of this Section 2 of Article Eighth by the stock- holders of this corporation shall not adversely affect any right of or any protection available to a director, officer, employee or agent of this corporation by reason of any threatened, pending or completed action, suit or proceeding in existence at the time of such repeal or modification. NINTH: The number of Directors constituting the initial Board of Directors of the Corporation is two (2) and the names and addresses of the persons who are to serve as Directors until the first annual meeting of Shareholders or until their successors are elected and shall qualify are: 1. Allen Lee Centers, 325 Meridian Street, Meridian, Idaho 83642. 2. Dianne Centers, 325 Meridian Street, Meridian, Idaho 83642. TENTH: The name and address of each incorporator is" as follows: 1. Allen Lee Centers, 325 Meridian Street, Meridian, Idaho 83642. 2. Dianne Centers, 325 Meridian Street, Meridian, Idaho 8S642. DATED This day of C° 1999. ALLEN LEE C`EERS i DIANNE CENTERS ARTICLES OF INCORPORATION OF L.C. DEVELOPMENT, INC. - PAGE 3 STATE OF IDAHO I County of Canyon 1 On this f 9-A day of )/"-_ , 1999, before me, the undersigned, a Notary Public in and for said State, personally appeared ALLEN LEE CENTERS and DIANNE CENTERS, known or identified to me to be the persons whose names are subscribed to the within instrument, and acknowledged to me that they executed the same. IN WITNESS WHEREOF, 1 have hereunto set my hand and affixed my official seal the day and year in this certificate first above written. = O•tARY e G i Pus Notary Public for Idaho Residing at: d � A4 My commission expires: '3 ARTICLES OF INCORPORATION OF L.C. DEVELOPMENT, INC. - PAGE 4 Annual Report for C 130958 Page 1 of 1 No. C 130958 Due no later than Oct 31, 2012 2. Registered Agent and Address Annual Report Form (NO PO BOX) Return to: ALLEN LEE CENTERS SECRETARY OF STATE 325 MERIDIAN ST 1. Mailing Address. Correct in this box if needed. 700 WEST JEFFERSON L.C. DEVELOPMENT, INC. MERIDIAN ID 83642 PO BOX 83720 ALLEN LEE CENTERS BOISE, ID 83720-0080 PO BOX 518 3. New Registered Agent Signature:* MERIDIAN ID 83642 NO FILING FEE IF USA RECEIVED BY DUE DATE 4. Corporations: Enter Names and Business Addresses of President, Secretary, and Directors. Treasurer (optional). Office Held Name ............................................................................................................................................... Street or PO Address City State Country Postal Code _.................................._............................................ _ PRESIDENT ALLEN LEE CENTERS PO BOX 518 ............................ MERIDIAN ID USA 83680 5. Organized Under the Laws of: 6. Annual Report must be signed.* ID Signature: Lee Centers Date: 08/23/2012 C 130958 Name (type or print): Lee Centers Title: President Processed 08/23/2012 * Electronically provided signatures are accepted as original signatures. http://www. sos. idaho. gov/servlet/TransformXMLDoc?URL=%5C20120823 %5 CXMLPO... 6/ 11 /2013 BALTIC ADDITION VICINITY MAP - 1 "=600' I-84 LOCATED IN SECTION 18, TOWNSHIP 3 NORTH, RANGE 1 EAST, B.M.. -- MERIDIAN, ADA COUNTY, IDAHO CITY OF MERIDIAN PRE -APPLICATION MEETING NOTES Project/Subdivision Name: Applicant(s)/Contact(s): City Staff: _ 1 J�IS `•, „� Location: k b M - Comprehensive Plan Future Land Use Map Designation: Design Guidelines Development Context: Proposed Use: va.-W/ w�olP Existing Use: ,.wt .Surrounding Uses: I,/ Street Buffer(s) and/or Land Use G er(s): Tf3f� Open Space/Amenities/Pathways: Access/Stub Streets/Street System: Ac P s Sewer & Water Service: 5/u e , L Topography/Hydrology/Floodplain Issues: Canals/Ditches/Irrigation/Hazards: u History: ba/1-;G 10/4'ce -'A z- 0 Tonal Meeting Notes: fvU+ h, 4- Cf X-Pt X 2 . d Veil Im Date: Size of Property: t 9. aUes Proposed Zoning: z L Existing Zoning: �'-Y D/-oc�9• o 0 2 ivl� Gtt�` i k l %- 3A- �� l • %r 6l ✓1 t Ir J /O h, l w �i owl 2-C - 3, Other Agencies/Departments to Contact: ❑ Ada County Highway District ❑ Nampa Meridian Irrigation District ❑ Idaho Transportation Department ❑ Settler's Irrigation District ❑ Sanitary Services Company ❑ Police Department ❑ Central District Health Department ❑ Fire Department Application(s) Required: ❑ Administrative Design Review ❑ Conditional Use Permit Mod ification/Transfer ❑ Alternative Compliance Development Agreement Modification #2.2.e6 ® Annexation( lees 0 &26,0o ❑ Final Plat ❑ City Council Review yyap d ❑ Final Plat Modification Comprehensive Plan Amendment - Map ❑ Planned Unit Development ❑ Comprehensive Plan Amendment - Text Preliminary Plat j 210q, zo +- * 2 q pup 164 ❑ Conditional Use Permit ❑ Private Street 16 o ,o o 44,a to 4- 0 Public Works Department ❑ Building Department ❑ Parks Department ❑ Other: ❑ Rezone ❑ Short Plat ❑ Time Extension - Council ❑ UDC Text Amendment ❑ Vacation ❑ Variance ❑ Other Notes: 1) Applicants are required to hold a neighborhood meeting in accord with UDC 11-5A-5C prior to submittal of an application requiring a public hearing (except for a vacation or short plat); and 2) All applicants for permits requiring a public hearing shall post the site with a public hearing notice in accord with UDC 11-5A-5D.3 (except for UDC text amendments, Comp Plan text amendments, and vacations). The information provided during this meeting is based on current UDC requirements and the Comprehensive Plan. Any subsequent changes to the UDC and/or Comp Plan may affect your submittal and/or application. This pre -application meeting shall be valid for four (4) months. U BALTIC PLACE ADDITION `./ COMPREHENSIVE PLAN MAP AMENDMENT, REZONE AND PRELIMINARY PLAT NEIGHBORHOOD MEETING 6/12/13 SIGN -IN SHEET Name Address No Attendees COMMITMENT OF PROPERTY POSTING Per Unified Development Code (UDC) 11-5A-5D, 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 11-5A-5. Applicant/agent signature 6o 3 Date C�1- fEl�IDIAN,,_ Community Development Parcel Verification Date: 6/12/13 ,-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: Baltic Place Addition Parcel: S1118120670 Acres: 9.397 T/R/S: 3N 1E 18 Owner: LC Development, Inc PO Box 518 Meridian, ID 83642 Ph: 208.887.2211/Fax 208.887.1297 • www.meridiancity.org • Inspection Line 208.887.1155 Parcel Verification Rev: 04/03/13 Shari Stiles From: Jerry Hastings <jhastings@adaweb.net> Sent: Thursday, June 13, 2013 1:46 PM To: Shari Stiles Subject: Baltic Place Addition Subdivision Name Reservation June 13, 2013 Shari Stiles Engineering Solutions RE: Subdivision Name Reservation: " Baltic Place Addition Subdivision" Dear Shari, At your request I have reserved the name of " Baltic Place Addition Subdivision" for your project. I can honor this reservation only as long as your project is in the approval process. Final approval can only take place when the final plat is recorded. To use the same subdivision name, it must have the same owner as the original subdivision plat or a previous phase of the plat or get a signed and recorded permission to use the name from the original subdivision owner. This reservation is available for the next ten (10) years unless the project is terminated by the client or the jurisdiction or the conditions of approval have not been met. In which case the name can be re -used by someone else. Sincerely, Jerry Hastings, P.L.S. County Surveyor Ada County, Idaho 208-287-7912 208-287-7909 Fax ihastings(a�adaweb.net From: Shari Stiles [mailto:es-sharisC-@gwestoffice.net] Sent: Thursday, June 13, 2013 1:10 PM To: Jerry Hastings Subject: FW: Baltic Place Addition - Reservation of Subdivision Name Jerry On second thought, this is going to be a new preliminary plat so we will probably run into the same thing as Zebulon. Could you please reserve Baltic Place Addition? Thanks! From: Shari Stiles [mailto: es-sharisNwestoffice. net] Sent: Tuesday, June 11, 2013 10:48 AM To: Jerry Hastings (j hastings(&adaweb. net) Subject: Baltic Place Addition - Reservation of Subdivision Name Jerry: We used the name on a different project that never went through. The surveyor will be Clint Hansen of Land Solutions. Thank you! Pos (Pozl -d Wd-Icd (Poo -d B.o- t®el a ana '.uxnm va 'xnmun vl9ro OHW 7i9/i e -BB8 I¢ox) eueyd 981e-9e8 (PoL) euWd 0B19�Cd (Poi) ewyd - L B 318K '133U18 8N3NW 3 O9l AH 31'tl 'Tlfl'Bl X0039 10 Y/1 3N 3Nl N QllpOl , 1 1 i+ i9Y9c8 a 'NYWMdx 9Y9L9 a 'NM0IB3x 8Y9C8 a 'NH0Ix3W R \ `o W i BIB xOB '0'd 90t/ "3M x0Utl1 'M Wll OOl '31S "15 dtivsox 'H 6i01-SN011070s' 1 1d AHVN1r4n3Hd .. F 'W W3Wd0�3 0 01 ANVdW00 x3lM0J ON AbN�W AN038 J1� I, J a xor,tiiaav L I_ 08003H HO H3NMO H3dO13A30 IOH1NOO ! H3NNHld 9NI830413 aavia wriva 1 7 \\ N06 mn H�0Qtllln ® gqgq 14 ®EN mmmo Ali it a y •� � z � r 1 1 I I I $ $ t; :o -� !€ P gig 5� I H hE5 lip� a I 1 I \ 1 1 I g ' sl W = 5 !!y gg %t N $ a i5 i tS L3 i i5 i @ A rl p yaaaa 3.ltxm s17 r i II�TI II I I I--------r---- r—�I'm an WEd3104\t i I 1 a l I � l i •.` I s I I I __J g V ti I` 1 I 1 � am TBNSm BNI MNSM MtaMR 1 1 1 lit B[6 (PoLJ d3 ii91-9Po (PoLJ euo9d 9919-n9 (PoLJ ewyd p960-B1Y (PoLJ euWd 9rsca a •Nna9nw 9rxe a urmaW3n 9KfB m •xnaa3n Bla %OB 'O'tl 90l/ `3/,V NO Yl 'M OOtI W{ '319 "15 ORMOtl 'N 6ZOl 'JNI 1N3WdOl3/,3O Jl 1d3VdWOJ il3'IMO! OH AVN�W JJIJ3B O80038d083NMO OdO13A30 10V1N00/83NNVld - --- - {Ifi0-W6 (Wn eeJ W W-ACfi 1e02) a '31Y9V3 cm'MNIP1 fiG"M WR > 9t9ia OHY01 B[+311w5 '133615 9H3%i 3 OSI 1.13S M-311'WI'9l NpA //I 3Y 3W N U�LM R `"SN0110%QS NVld3dVOSGNVlAHVNIWf13Hd > 9N6wltl 9N/B,�3Nl9N� �amolifflav vza aIZ'It�g J J 0 S Ito z IM e p J � g a a iY ar ae a L'J March 3, 2006 Page # 1 of 4 \\server\reports\boise\2001 report\000-199\b1o017g\10017geolet.doe Mr. Lee Centers Centers Development, Inc. 325 North Meridian Road Meridian, Idaho 83642 (208) 888-9500 Re: Soil Investigation and Ground Water Levels Proposed Locust Grove Place Subdivision 1215 Locust Grove Road, Meridian, Idaho 83642 Dear Mr. Centers: Materials Testing & Inspection (MTI) performed a soils evaluation, measured ground water levels and prepared soil logs (see attached) for three test pits at the above referenced site. The proposed subdivision is located outside the city limits of Meridian, Idaho, in the NW'/, NW'/a, Section 7, Township 3 North, Range 1 East, Boise Meridian, Ada County, Idaho. The existing site was mostly flood irrigated pasture and included several single family residences with outbuildings. After site development, flood irrigation activities will cease, which will likely further reduce existing ground water elevations. Three test pits were excavated by the client on January 4, 2001 in pre -selected locations and at depths of approximately 8.5 feet. MTI visited the site on January 5, 2001 to observe stabilized ground water conditions in each test pit and log the soils. Test Pit (TP)-1 was located in the southern portion of the site (west of 1215 North Locust Grove Road); TP-2 was in the central portion of the site and TP-3 was at the north end of the site. Each test pit location had similar depth to ground water measurements of 7.5 feet. No evidence of iron -staining or mottling was observed in soils above the current water table in each of the test pits. Historical ground water monitoring data from an MTI piezometer located approximately 800 feet south of the site showed seasonal high groundwater depths at 7.37 feet in August, 2000. Based on the observations made from the test pits on -site and data from nearby sites, the average maximum seasonal high ground water depth for the site is likely to be within 7.0 to 7.5 feet. MTI will be conducting periodic ground water monitoring at the site from three piezometers installed in each test pit to confirm our observations. Soil profiles encountered at the site were generally consistent in each test pit with a sandy lean clay topsoil layer, a weakly cemented silty sand horizon, a moderately cemented silty sand and an underlying poorly graded sand with silt and gravel. Based on soil logs of the test pits and others previously excavated at other project sites in the immediate area, the cemented zone encountered at approximately 5.5 feet in depth is likely to be discontinuous throughout the site. In areas where the cemented zone is well developed, infiltration rates of surface water would be greatly reduced. On -site storm water disposal systems should penetrate the cemented zone by at least one foot. We appreciate this opportunity to be of service and look forward to working with you. Should you have any questions or require additional information, please contact our office at your convenience. Respectfully Submitted, Materials Testing & Inspection, Inc. Christopher S. Schiappa, P.G. Project Manager cc: Joe Canning, B&A Engineers Copyright © 2001 lltaterialr Teiting & Inspection. Inc. Test Pit Log #: 1 Excavated By: Client Depth to Water Table: 7.5 feet March 3, 2006 Page # 2 of 4 \\server\reports\boise\2001 report\000-199\b10017g\10017geolet.doc GEOTECHNICAL INVESTIGATION TEST PIT Date Advanced: 1/4/01 Logged By: Schiappa Location: South Depth to Bottom Of Hole: 8.5 Feet n Sample Sample Depth USCG Type(From-To) Type ly lean clay, iff, with CL sand, dry, cemented. NIL bite, silty sand, .tely to strongly ML aded sand with c)ist, dense. SP Piezometer installed at 8.5 feet. Copyright © 2001 matedali Testing & Inrpeetion. Inc. March 3, 2006 Page # 3 of 4 \\server\reports\boise\2001 report\000-199\b10017g\10017geolet.doe GEOTECHNICAL INVESTIGATION TEST PIT Test Pit Log #: 2 Date Advanced: 1/4/01 Logged By: Schiappa Excavated By: Client Location: Central Depth to Water Table: 7.5 feet Depth to Bottom Of Hole: 8.5 Feet Sample Sample Depth Type (From -To) ;lay, lry, :ed. ty sand, ,trongly Lid with Ise. Piezometer installed at 8.5 feet. Copyright © 2001 Materialt Testing & Inipeetion. Inc. Test Pit Log #: 3 Excavated By: Client Depth to Water Table: 7.5 feet March 3, 2006 Page # 4 of 4 \\server\reports\boise\2001 report\000-199\b10017g\10017geolet.doc GEOTECHNICAL INVESTIGATION TEST PIT Date Advanced: 1/4/01 Logged By: Schiappa Location: North Depth to Bottom Of Hole: 8.5 Feet Depth Field Description Sample Sample Depth USCS Lab Test ID (Feet) Type (From -To) T e Dark brown, sandy lean clay, CL 0-1.3 moist, medium stiff, with organics. Light brown, silty sand, dry, ML 1.3-4.9 very stiff, weakly cemented. Light brown to white, silty sand, ML 4.9-5.5 dry, hard, moderately to strongly cemented. Brown, poorly -graded sand with 5.5-8.5 silt and gravel, moist, dense. SP Piezometer installed at 8.5 feet. Copyright © 2001 Illoterioli Teiting & Inopeetion. Inc. ----- Novemu- -_ _- page # 1 of 1 orary Internet files\content.ie5\OhyzwS< c:\documents and settings\becky\local settings\temp Mr. Lee Centers L.C. Development, Inc- P.O. Box 518 Meridian, Idaho 83680 (208) 888-1852 Re: Groundwater —Addendum Letter Proposed Baltic Place Meridian, Idaho Mr. Centers: groundwater estimates for the above noted development. Descriptions This letter is to verify seasonal high er was f general site characteristics and the proposed project are res available t pitsweregenerally mois t dwitthin the o not encountered during our investigation. Soils moistures in vicinity are likely surficial silty soils and dry to slightly moist below. Groundwatof theer eextls ntlto whichtgrou dwater levels primarily a function of local imgation activity. The estimationoften seasonal influences is problematic without regular monitoring. as shallow iron as SnS,feelt cHowever, an indicator of high groundwater was encountered w fluctuate under ithin test pit 1 at depthsolundwater is not anticipated to be this this is likely indicative of historic high groundwater levels, and gr shallow at any time during the Year- Groundwater monitoring of a well located at Troutner Business Park,all approximately 3/ of a mile west of the e indicates that groundwater was encountered at depths as shallow as approximately001The existing ground project site, g period from March 1997 to January the ground surface during the monitoring p Enginee elevation for the on -site monitor well is 2564.5 feet above sea level (as provided vided by ynd Landmark al irrigation Groundwater levels in the site vicinity are controlled in large part y r the irrigation activity and canal leakage in the local area, and are and background knowledge of the areay at their maximum elevations , 'its unlikely that season. Based on the evidence of this investigation, and background ater will be encountered during construction. For design pu-doses it is anticipated that �•oundwater groundw _r 1--+ �ssa ; feet above sea level throu�llout the year. to be of service to you and we look forward to working with you in the future. We appreciate this opportunity If you have questions please call us at (208) 376-4748. Respectfully Submitted, Materials Testing & Inspection, Inc. Reviewed by: Michael Woodworth, P.E. Brandon Wright, E.I.T. Geotechnical Engineer Staff Engineer cc: Landmark Engineering Inspection, Inc. Copyright ©2003 Materials Testing & 04/11/2006 10:13 5 PAGE 01 " .� I'ebn.tary 9, 2001 I& MATERIALS Page #'� 1 of 8 TESTING Fs NSPECTION Q Environmental Services O Geotechnical Engineering ❑ Construction Materials Testing ❑ Special Inspections \\m6servc6reporls\200I report\000-199\b10126g\b 10126g.doc Mr. Lee Centers L.C, Development, Inc. P.O, Box 518 Meridian, Idaho 83680 (208) 870-0407 Re: Limited Soil and Groundwater Investigation) 1175 West Franklin Road Meridian, Idaho Dear. Mr, Centers: Materials Testing & Inspection (MTD has performed a limited subsurface soils evaluation and prepared soil. logs (see attached) for three test pits located at the referenced property in Meridian., Idaho, The property is located outside the city limits of Mcrid.ian Idaho, in the NI /2 of Section 18, Township 3 North, Range l East, Boise Meridian, Ada County, Idaho. The existing site is presently occupied by abandoned residential stTuctures onn the northern portion of the property with the remainder established as pastureland. Soil and Sediment Profile: Three test pits were excavated by the client in pre -selected locations at depths ranging from approximately 1.0 to 11 feet. MTI visited the site on February 7, 2001 to log the soils exposed in test pit walls. Because of the aerial extent of the studiedparcel, the developed soil profile represents only a generalized case and variability in soils between test pit locations should be anticipated: Surficial Sandy Silt (ML) - This soil was encountered at the ground surface across the site and generally con.si,sts of dark brown., very st.i.ff, sandy silt (ML). Silty soils were found to be dry to .m.oi,st witli .moisture contelit decreasing with depth. Organic material occurred through the upper. 8 to 12 inches, with some fine detected sand throughout. Silt was encountered to depths of J,8 to 3.5 feet, and was found to be weakly cemented below 1.,8 feet in the vicinity of Test Pit 3. Cemented Silty Sand (SM): This soil was encountered. in all. test pits underlying the surfic.ial silt and generally consists of light brown., dry to slightly moist, very dense, silty sand with strong calcium carbonate (Cali.clic) cementation. Silty sand (SM) extended to depths of. 4.3 to 7.8 feet during the field investigation, becoming deeper in the southern. portion. of the site. Poorly Graded Gravelly Sand (SP) - This soil was encountered underlying the cemented silty sand below depths of 4.3 to 7.8 feet across the site, extending through, the termination depths of all tliree test pits. Poorly graded gravelly sand (SP) was found to be slightly moist., dense, and moderately cemented to 5.3 to 83 feet with, six-inch minus gravel throughout. Walls of test pits were stable with the exception of some minor sloughing of the poorly graded sands. Excavation. through these granular soils, particularly after penetrating groundwater, will lead to an increased propensity for. sloughing or caving, CO iftrt r'� ZOO1 MAT$rW TCSTING & INSPECTION, INC. 7446 W. Lemhi St., Boise, ID 83709 208 376-4748 Fax 208 322-6515 E-Mail mti0mti-id,com www.rnti-id,com 04/11/2006 10:13 PAGE 02 I& M ATE R IALS TESTING & INSPECTION February 9, 2001 Page # 2 of 8 U Environmental Services ❑ Geotechnical En ineerin p Construction Materials Testing ❑ S ccial Inspections \\mtieerver\reports\2001 report\000-199\b 101 20g\b i 0126g d oc Groundwater: Groundwater was not encountered during this i7ivestigation.. Soil moistures in test pits were generally moist within the surficial silty soils and dry to slightly moist below. Groundwater levels in. the project vicinity are l.ilcely primarily a function of local irrigation activity. An estimation of the extelit to which groundwater levels fluctuate un..der seasonal influences is problematic without regular monitoring. Tron staining, which is often. ail .indicator of high groundwater was encountered within Test Pit 1 at depths as shallow as 5.5 feet. However, this is likely indicative of historic .high groundwater levels, and groundwater is not anticipated to be this shallow at any time during the year. Continuing monitoring of a well located at T.rautner Business Park, approximately'/a of a mile west of the project site, indicates that groundwater was encountered at depths as shallow as approximately 12 .feet below the ground surface during the monitoring period from. March, 1997 to January, 2001. A graph showing groundwater levels at the Trautncr site shows high groundwater levels during the summer and fall whicli is consistent with groundwater associated with irrigation. Considering a reduction of irrigation activities in the vicinity of the proposed development, groundwater levels should remain at dMIk of 1t least 10 to 12 feet below present rg_ade throu. out the year, Trautner Business Park 0 2 4 6 8 10 12 14 16 18 p�'l pA �% �$ cp CP q0 00 Date figure l: Groundwater Levels at Tra.urner Business Park Hydraulic Conductivity: Soil penneability--a measure of the ability of a liquid to move through a soil --was not tested..i.n the field. In this report this parameter is approximated by soil type and gradation. Of the soils comprising the generalized soil profile for this study, sandy silt (ML) soi.l.s offer little permeability, with typical hydraulic co.o.ductivity values ranging from 2 to 4 inches per hour.. The underlying cemented si.l.ty sand (SM) should be considered to be essentially impermeable. The poorly graded sand with gravel encountered at the base of the test pits OpM; JIT O ZOO i IbuAT 7.1. TESTING & INSpECTiON, INC• 7446 W. Lemhl St., Boise, ID 83709 208 376.4748 Fax 208 322.6515 E-Mail mti®mti-id,com www.mti•id.com 04/11/2006 10:13 PAGE 03 16 MATERIALS TESTING Fs NSPECTIOiV February 9, 2001 Page # 3 of 8 ❑ Environmental Services v Geotechnical Engineering U Construction Materials Testing O Sp 8cial Inspections \\mtiscrvcr\reports\2001 reporA000-I 99\b I0126g\h 10126g.doc can potentially have hydraulic conductivity values approaching twenty-four inches per hour, though calcium carbonate ceynentation encountered may reduce this value. It is recommended that on. -site stonnater disposal facilities be extended into the non -cemented poorly graded sands encountered at depths of 5.3 to 3.3 feet. We appreciate this opportunity to be of service acid look forward to working with you. Should. you Dave any questions or require additional information., please contact our office at your convenience, Michael G. Woodworth, E.T.T. Staff Geotechni.cal Engineer Cc; ShaunNic.hols/Hubble Engineering Enclosures: Geotechnical General. Notes Unified Soil Classification System Test Pit .Logs Site Plan Respectfully Submitted, Materials Testing & Inspection, Inc. R�vi�e'� .8�:•�e� �,.'S"cliroeder, Geotechn' at ervices . ager ReviewedBy: ay.id 0. C General Manager r �POFESS/ON� KEVIN L. SCHROEDER 0 64 \ire OF 715 CO I iR ©2 QQ t 4TF,niAIS TESiiNq & INSpGCfiON, INC. 7446 W. Lemhi St., Boise, ID 83709 208 376-4748 Fax 208 322-6515 E-Mail mtiPmti-id.com www.mti-id.com 04/11/2006 10:13 5 PAGE 04 I& MATERIALS TESTING & INSPECTION Pebzv.aiy 9, 2001 Page # 4 of 8 LI Environmental.Servicea ❑ Geotechnical Engineering ❑ Constructlon Materials Testing O Sporial Inspections \\mtiseTvcT\rcpot1s\2001 report\O00.199\b l 01 26g\h I n 126g.doc GEOTECHNICAL GENERAL NOTES SOIL PROPERTY SYMBOLS N: Standard "N" penetration- Blows per foot of a 1.40 pound hammer .faNi.n.g 30" on a 2" O.D, SS, Qu: Unconfined compressive strength., toils/It2 Qp: Penetrometer value, unconfined compressive strength, Ton/ft2 Qc: Cone Penetrometer value, unconfined. compressive strength., pounds/in2 V: Vane value, ultimate shearing strength, Tons/ft2 M: Water content, % LL: Liquid lb. -nit, % P..I.: Plasticity index., % NP: Non -Plastic D: Natural dry density, lbs/ft3 WT: Apparent groundwater level at time noted after completion. 1).P,U.LTNG AND SAMPLING SYMBOLS SS: Split -Spoon - 1 318" T.D., 2" O.D., except where noted. ST: Sbelby Tube - 3" O.D., except where noted. AU: Auger Sample, DB: Diamond Bit. CB: Carbide Bit. GS: Grab Sample. Non -Cohesive Soils Very Loose Loose Medium Dense Dense Very Dense RELATIVE .DENSITY AND CONSISTENCY CLASSIFICATION Standard Penetration Resistance <4 4-10 10-3 0 30-50 >50 Cohesive Soils Very Soft Soft Firm (Medium. Sti.f..f) Stiff Very Stiff Hard Standard .penetration Resistance <2 2-4 4-8 8-15 15-30 >30 PARTICLE SIZU Boulders 8 io. + Coarse Sand 5 mm. - 0.6 mm Sills 0.074 mm - 0.005 mm Cobbles 8 in. - 3 in, Medium Sand 0.6 mm - 0.2 mm Clays 0.005 mm & Smallcr Gravel 3 in. - 5 mm Fine Sand 0.2 mrn - 0.074 mm Cc)vwiQhy ® 200 1 MATEWAIS TEST:NCI `l IN'SPE, ON, INC. 7446 W. l.emhi St., Boise, ID 8370 3 208 376-4748 Fax 208 322-6515 E-Mail mtiOmti-id.com www nnti-id,com 04/11/2006 10:13 PAGE 05 I& MATERIALS TESTING & INSPECTION February 9, 2001 Page # 5 of R t7 Environmental Services 0 Geotechnical Engineering ❑ Construction Materials Testing ❑ Special Inspections \\m06erver\reports\2001 report\000-199\b 10126g\b I O126g.doc Unified Soil Classification System Major Symbol Soil Descriptions Divisions Well -graded gravels, gravel -sand mixtures, li.ttl.e or no flees Gravel. GW And. Poorly graded. gravels, gravel. -sand mixtures, little or no f_nes Gra.vel.ly GP Soils <50% coarse fraction GM Silty gravels, Poorly graded g1•avel-sand-si..lt mixtures passes 44 sieve Course Grained GC Clayey gravels, poorly graded gravel -sand -clay (mixtures Soils <50% Sand SW Well -graded sands, gravelly sands, little or no fines passes ##200 sieve And Sandy SP Poorly graded sands, gravelly sands, little or no fines Soils >50% coarse fTactloll SM Silty sands, poorly -graded sand -gravel -silt mixtures passes #4 sieve _ SC Clayey sands, Poorly-graded-gradedsand-gravel-clay mixtures silts ML Inorganic silts & very fine sands, silty or clayey fine sands, clayey silts Fine Grained And Clays LL < 50 CL Inorganic clays of low to medium plasticity, gravelly clays, sa»dy clays, sUty clays, lean. clays OL O.rgaiiic silts and organic silt -clays -of low plasticity Soils >50% Silts MH Inorganic silts, micaceous or. di.atoTnaceous .fine sand or silt passes #200 sieve And Clays CH Inorganic clays of high plasticity, fat clays LL > 50 OH Organic silts and clays of.med.iuln-to-bi.gli, p.l.ast icity Highly Organic Soils PT Peat, humus, swamp soils with high organic content ° 7446 W. Lemhi St., Boise,' ID 83709 208 376-4748 IR Q 2on I MATCRIAIS TISTiNq 8INSpCCii0N, INC. Fax E-Mail mti # mtkid.com 322 6515 www, mti•id.cornm 04/11/2006 10:13 5 PAGE 06 MATERIALS February 9, 2001 Page 0 6 of 8 TESTING & INSPECTION ❑ Environmental Services ❑ Geotechnical Engineering ❑ Construction Materials Testing ❑ Special Inspections \\mtiserver\reports\2001 repori.\000- 199\b 10126g\b 1012Gg.doc GEOTECHNICAL INVESTIGAT.ION TEST PIT LOG Test Pit Log /#: 1 Date Logged: 2/7/01 Logged By: K Woodworth, E,I,T. Excavated By: Client Location.: North Depth to Water Table: Not Encountered Depth to Bottom Of Hole: 1.0.5 Feet Depth Field Description Sample Sample Deptb USCS Lab Test ID Feet Type Fronn-Tv Tyne Dark brown sandy silt, slightly 0-2.4 moist to moist, very stiff, with ML organics in. upper 1.2 inches. --Frozen and bard to 8 inches. .LiSht brown silty sand., dry, very 2.4-4.3 dense, fine to medium grained., SM strongly cemented. BrowD. poorly graded gravelly 4.3-10.5 sand, dry to slightly moist, SP dense, with 8-inch minus gravel, --Mod.eraWy cemented to 5.3 feet --Tron staining at 5.5 feet and. reater Copynigky m 200 I MATERIALS TESTING & INSpECTiON, INC. 7446 W. Lemhi St., Boise, ID B3709 208 376-4746 Fax 208 322-6515 E-Mail mtiOmti-id.com WWW.mti-id.Com 04/11/2006 10:13 5 PAGE 07 M ATE R IALS Fcbwary 9, 2001 TESTING & Pagc # 7 of 8 INSPECTION ❑ Environmental Services ❑ Geotechnical Engineering ❑ Construction Materials Testinq Q Special Inspections \\mbservcr\reports\2001 repo rt\000-199%10126g\b 101268.doc GEOTECHNICA.L INVESTIGATION TEST PIT LOG Test Pit .Log #: 2 Date Logged: 2/7/01 Logged By: M. Woodworth, E.LT, Excavated. By: Client Location.: Central Depth to Water Table: Not Encountered Depth to Bottom Of Hole: 10,1 Feet Depth Field Description Sample Sample Depth USCS Lab Test ID Feet Type From -To Type Dark brown sandy silt, slightly 0-1.8 .moist to moist, very stilt; with. ML organics in upper 8 inches. --Frozen and hard to 8 inches. Light brown silty sand, slightly 1.8-5.3 moist to dry, very dense, Cnc to SM medium grained, strongly cem.ented. Brown poorly gn-aded gravelly 3.5-10.1 sand, dry to slightly trl.oi.st, SP dense, with. 6-.inch minus gravel. --Moderately cemented to 6.0 feet Copyniqkr m 200 1 MA,ETtinls TESTING & INSPECTieN, INCH 7446 W. L emhi St., Boise, ID 83701 208 376-4748 Fax 208 322-6515 E-Mail mti2mti-id.com www.mti-id.com 04/11/2006 10:13 5 PAGE 08 MATERIALS February9, 2001 ' Page 9d 8 of 8 TESTING & INSPECTION ❑ Environmental Services D Geotechnical Engineering U Construction Matorials Testing U Special Inspoctions \Vndserve r\reports\2001 report\000- 199\b 10126g\b 10126g.doc GEOTE CHNIC.A..L INVESTIGATION TEST PIT LOG Test Pit Log #; 3 Date Logged: 2/7/01 Logged By: M. Woodworth, E.I.T. Excavated By: Client Location: South Depth to Water Table: Not Encountered Depth to Bottol�l. Of Hole: 1.1.0 Feet Depth Field Description Sample Sample .Depth USCS Lab Test ID Feet Typ e From -To Ty e Dark brown sandy silt, moist, 0-1.8 very stiff, with. organics in upper ML 10 inches. --Frozen and hard to 8 inches. Light brown sandy silt., dry, _ 1.8-3.5 hard, weakly celrtented. ML Light brown silty sand, dry to 3.5-7.8 slightly moist, very dense, .fine SM to medium grained, strongly cemented. Brown poorly graded gravelly 7.8-11.0 sand, dry to s.li.ghtly moist, SP dense, with 8-i.nch minus gravel. --Moderately cemented to 8.3 feet --Jxou stain-ing at 5.5 feet and eater i ter ' 2 1 Mar�rrials T 7446 W. Lemhi St., Boise, ID 83709 208 376-4748 Fax 208 322.6515 .Tiruq 8 IrvspeCrigrv, INC. E-Mail mti(Mmti-id.com www.mli-id.com 04/11/2006 10:13 5 PAGE 09 Site Plan with Test Pit Locations Franklin Road -------------------------------------------------------------- �---� n --Existing Stj-ucture j Demolished Structures Test Pit 1 ® Test Pit 2 f I 1 Test Pit 3 -------------------------------------------------------------- Limbd Oeolachrilul InvaMlaalion Materials 7aerwetLm*tiWW 1176 West Franklin Road 8015E,AAHO rM Meridian, Idaho Tc—sting & I W7114141 FAX fdr M41to Drawing No. 010126goo Inspection Efi IL40p Qtom Data; 9 February 2001 Drawn By. MOW Legend QRTH , 11 Drawing Not to Stalc All Locations Appro%Imate Test Pit Locatlon .,- Hearing Date: August 15, 2013 Project Name: Baltic Place Addition File No(s).: CPAM-13-001, RZ-13-007, PP-13-015 and MDA-13-013 Request: (CPAM): Request to amend the Future Land Use Map contained in the Comprehensive Plan to change the land use designation on approximately 9.41 acres from High Density Residential to Industrial, by HD Fowler Company. (RZ): Request to rezone approximately 9.41 acres from the R-40 (High -density Residential) zoning district to the I-L (Industrial) zoning district. (PP): Request to preliminary plat two (2) buildable lots on approximately 9.41 acres in a proposed I-L zoning district. (MDA): Request to amend the recorded development agreement (Inst. #102090926) for the purpose of excluding the proposed Baltic Place Addition property and modifying certain sections that reference the development of the R- 40/apartment parcel. Location: The site is located south of E. Franklin Road and west of E. Kalispell Street, in the NE'/ of Section 18, Township 3N, Range 1E.