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Home My WebLink AboutApplicationE IDIAN*._--� IDAHO Mayor Tammy de Weerd City Council Members: Keith Bird Joe Borton Luke Cavener Genesis Milam Charlie Rountree David Zaremba TRANSMITTALS TO AGENCIES FOR COMMENTS ON DEVELOPMENT PROJECTS WITH THE CITY OF MERIDIAN To ensure that your comments and recommendations will be considered by the Meridian City Council please submit your comments and recommendations to Meridian City Hall Attn: Jaycee Holman, City Clerk, by: July 15, 2014 Transmittal Date: June 27, 2014 File No.: FP 14-033 Hearing Date: July 22, 2014 Request: Final Plat approval consisting of 29 building lots and 6 common/other lots on 10.92 acres of land in the R-4 zoning district for Biltmore Estates Subdivision No. 1 By: L.C. Development, Inc. Location of Property or Project: south of W. Victory Road and west of S. Meridian Road _Joe Marshall (No FP) _Scott Freeman (No FP) _Steven Yearsley (No FP) _Patrick Oliver (No FP) —Macy Miller (No FP) _Tammy de Weerd, Mayor _City Council _Sanitary Services (No VAR, VAC, FP) _Building Department/ Rick Jackson _Fire Department _Police Department _City Attorney _City Public Works _City Planner —Parks Department Economic Dev. Your Concise Remarks: _Meridian School District (No FP) _Meridian Post Office (FP/PP/SHP only) _Ada County Highway District _Ada County Development Services _Central District Health _COMPASS (Comp Plan only) _Nampa Meridian Irrig. District _Settlers Irrig. District _ Idaho Power Co. (FP,PP,CUP/SHP only) Qwest (FP/PP/SHP only) _Intermountain Gas (FP/PP/SHP only) _ Idaho Transportation Dept. (No FP) _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. Broadway Avenue, Meridian, ID 83642 Phone 208-888-4433 • Fax 208-888-4218 • www.meridiancity.org �E IDIAN*� Planning Department IDAHO COMMISSION & COUNCIL REVIEW APPLICATION Type of Review Requested (check all that apply) ❑ Alternative Compliance ❑Annexation and Zoning ❑ Comprehensive Plan Map Amendment ❑ Comprehensive Plan Text Amendment STAFF USE ONLY: ❑ Conditional Use Permit ❑ Conditional Use Permit Modification File number(s): P9- 14 -033 ❑ Design Review 0 Final Plat S ❑ Final Plat Modification Projectname: i M ore WSSi%sylNO3 ❑ Planned Unit Development Date filed: Date complete: ❑ Preliminary Plat i Asse ❑ Private Street d Planner:cSbyq & I,t ofe✓S ❑Rezone Relatedfiles: Pf-ILA-00q ❑ Short plat ❑ Time Extension (Commission or Council) ❑ UDC Text Amendment Hearing date: -22--Iq ❑ Commission ?I Council ❑ Vacation (Council) ❑ Variance ❑ Other Applicant Information Applicant name: L. C. Development, Inc. Applicant address: P. O. Box 518, Meridian, ID Phone: (208)888-1852 Fax: Zip: 83642 E-mail: _88818512@gmail.com Applicant's interest in property: Q Own ❑ Rent ❑ Optioned ❑ Other Owner name: Lee Centers Phone: (208) 888-1852 Fax: Owner address: P. O. Box 518, Meridian- Idaho Zip: 83642 E-mail: 8881852.@gmail.com Agent name (e.g., architect, engineer, developer, representative): Engineer/Representative Firm name: Engineering Solutions, LLP Phone: (208) 938-0980 Fax: (208) 938-0941 Address: 1029 N. Rosario Street- Suite 100 Zip: 83642 E-mail: es-beckymQt),awestofice net Primary contact is: ❑ Applicant ❑ Owner ElAgent ❑ Other Contact name: Becky McKay Phone: (208)938-0980 Fax: (208)938-0941 Contact address: 1029 N. Rosario Street- Suite 100 Zip: 83642 E-mail: es-beckvme�iawestofice. net Subject Property Information Location/street address: See Vicinity Map - South of W. Victory Road, West of S. Meridian Road Assessor's parcel number(s): S1225131250, 5 1225 13 1300, S1225131350, 51225 1 3 1400 and S1225233900 Township, range, section: T.3N., R.1 W., Section 25 Total acreage: 10.92 Current land use: Farmland/Sin lee. family homes (2) and outbuildings Current zoning district: R-4 33 E. Broadway Avenue • Meridian, Idaho 83642 Phone: (208) 884-5533 • Facsimile: (208) 888-6854 • Website: www.meridiancity.org 1 Project Description Project/subdivision name: Biltmore Subdivision General description of proposed project/request: Final plat for 29 single-family residential lots and 6 common lots on 10.92 acres in an R-4 zone Proposed zoning district(s): R-4 (existing) Acres of each zone proposed: 10.92 Acres R-4 Type of use proposed (check all that apply): 0 Residential ❑ Commercial ❑ Office ❑ Industrial ❑ Other Amenities provided with this development (if applicable): Detached sidewalk and local street parkways Who will own & maintain the pressurized irrigation system in this development? Biltmore Sub. HOA Association Which irrigation district does this property lie within? Boise-Kuna and New York Irrigation Districts Primary irrigation source: Sandell and Tumbler Laterals Secondary: Meridian City Square footage of landscaped areas to be irrigated (it primary or secondary point of connection is City water): 42,100 s. f. Residential Project Summary (if applicable) Number of residential units: Number of common and/or other lots: Number of building lots: Proposed number of dwelling units (for multi -family developments only): 1 Bedroom: 2 or more Bedrooms: Minimum square footage of structure(s) (excl. garage): Minimum property size (s.t): 8,051 s.f. Gross density (DU/acre-total land): 2.66 Percentage of open space provided: 8.8 Percentage of useable open space: 8.8 Proposed building height: Max. 35' Average property size (s.f): 10,139 s.f. Net density (DU/acre-excluding roads & alleys): 3.76 Acreage of open space: 0.97 (See Chapter 3, Article G, for qualified open space) Type of open space provided in acres (i.e., landscaping, public, common, etc): Landscaped parkways and pocket park Type of dwelling(s) proposed: El Single-family ❑ Townhomes ❑ Duplexes ❑ Multi -family Non-residential Project Summary (if applicable) — N/A Number of building lots: Other lots: Gross floor area proposed: Existing (if applicable): Hours of operation (days and hours): Building height: Percentage of site/project devoted to the following: Landscaping: Building: Paving: Total number of employees: Maximum number of employees at any one time: Number and ages of students/children (if applicable): Seating capacity: Total number of parking spaces provided: Number of compact spaces provided: Authorization Print applicant name Applicant signature: 33 E. Broadway Avenue • Meridian, Idaho 83642 Phone: (208) 884-5533 • Facsimile: (208) 888-6854 • Website: www.meridiancity.org 2 Biltmore Estates Subdivision No. I Final Plat Project Narrative L. C. Development, Inc., hereby applies for a final plat with 35 total lots consisting of 29 single- family residential lots and 6 common lots on 10.92 acres for Biltmore Estates Subdivision No. 1. Recently annexed with an R-4 zoning as part of the Victory South annexation, the project will connect to the sewer system currently being extended to serve Meridian Heights and Kentucky Ridge Subdivisions, along with this and other property in the area. Gross and net densities for this phase of the project are 2.66 and 3.76 dwelling units per acre, respectively. The minimum lot size is 8,051 square feet, with the average lot size being 10,139 square feet. A total of 0.97 acre of open space has been provided, or 8.8 percent of the site. Landscaping within the development includes landscaped parkways and a pocket park. The project has been designed to be fully compatible with Kentucky Ridge Subdivision. Findings for the preliminary plat were approved by the Meridian City Council on May 21, 2014. The final plat is in conformance with the approved preliminary plat and meets all requirements or conditions thereof. The final plat conforms with all requirements and provisions of the UDC and was prepared in conformance with acceptable engineering, architectural and surveying practices and local standards. The property was annexed under Ordinance No. 14-1594, which was recorded as Instrument No. 114007667. May 18, 2014 Legal Description Biltmore Estates Subdivision No. 1 A parcel located in the S ''/z of the N '/2 of Section 25, Township 3 North, Range 1 West, Boise Meridian, City of Meridian, Ada County, Idaho, and more particularly described as follows: Commencing at a Brass Cap monument marking the southeast corner of the NE '/ of said Section 25, from which a Brass Cap monument marking the northeast corner of said NE bears N 0°25'47" E a distance of 2642.94 feet; Thence N 89°29'05" W along the southerly boundary of said NE 1/4 a distance of 1320.30 feet to a 5/8 inch diameter iron pin marking the southwesterly corner of Meridian Heights No. 3 Subdivision as shown in Book 62 of Plats on Pages 6274 and 6275, Records of Ada County, Idaho, also being the southeast corner of the SW 1/4 of the NE'/ of said Section 25; Thence along the westerly boundary of said Meridian Heights No. 3 Subdivision and easterly boundary of said SW '% of the NE'/4 N 00°25'59" E a distance of 1008.84 feet to the POINT OF BEGINNING; Thence N 85°24'13" W a distance of 144.72 feet; Thence N 89°21'41" W a distance of 581.46 feet; Thence S 86°50'19" W a distance of 70.00 feet; Thence S 78°02'17" W a distance of 70.00 feet; Thence S 69°12'52" W a distance of 70.00 feet; Thence S 60°35'19" W a distance of 69.30 feet; Thence S 54°26'03" W a distance of 140.01 feet; Thence S 53°31'01" W a distance of 100.00 feet; Thence N 36°28'59" W a distance of 118.84 feet to a point on a curve; Thence 8.09 feet along the arc of a non -tangent curve to the right, said curve having a radius of 330.00 feet, a delta angle of 01°24'20", and a long chord bearing S 61047'16" W a distance of 8.09 feet; Thence leaving said curve N 27°30'34" W a distance of 60.00 feet; Thence N 27°53'59" W a distance of 77.73 feet; Thence N 18026'37" W a distance of 90.98 feet; Thence N 08°59'15" W a distance of 45.49 feet to a point on a curve; Biltmore Estates No. 1 �' ai '��'��'�., Job No. 13-74 (. "u"esm..eymy z"a co":mn"a Page l oft Thence 35.93 feet along the arc of a non -tangent curve to the right, said curve having a radius of 630.00 feet, a delta angle of 03°16'05", and a long chord bearing S 88°58'58" W a distance of 35.93 feet to a point of tangency; Thence N 89°22'59" W a distance of 7.18 feet; Thence N 00°37'01" E a distance of 185.00 feet to a point on the southerly boundary of Kentucky Ridge Subdivision No. 2 as shown in Book 72 of Plats on Pages 7389 and 7390, records of Ada County, Idaho; Thence along said southerly boundary S 89°22'59" E 85.38 feet to a 5/8 inch diameter iron pin marking the northwest corner of the SW '/o of the NE % of said Section 25; Thence S 89°23'26" E along said southerly boundary of Kentucky Ridge Subdivision No. 2 and the northerly boundary of said SW '/ of the NE '/ a distance of 1320.12 feet to a 5/8 inch diameter iron pin marking the northeast corner of said SW '/ of the NE Y; Thence S 0025'59" W along the easterly boundary of said SW '/a of the NE '/a and the westerly boundary of said Meridian Heights No. 3 Subdivision a distance of 314.29 feet to the POINT OF BEGINNING. This parcel contains 10.92 acres, more or less. �Pl LA/Vo—�x \STE L 5 m 11118 0 Cn T9�'Z3IIOP �2 �L F0F \ 0 N W NPt, La-n—d blut1ons Billmore Estates No. 1 �� LanE SurveYln9 antl Censulun9 Job No. 13-74 Page 2 of 2 ADA COUNTY RECORDER Christopher D. Rich AMOUNT 16.00 3 BOISEIDAHO 11/12/2013 01:06PM DEPUTY Bonnie Oberbilli9llllll llllllllllllllllllllllllllll�lllllllllllllllllllllllllllll SimpEfile Electronic Recording EECORDED-REQUEST OF TITLEONE BOISE 113124053 File # 13228791/5-17 Quitclaim Deed For value received, Diane Centers, spouse of grantee Does hereby convey, release, remise, and forever quit claim unto Lee Centers, a married man, as his sole and separate property whose current address is P.O. Box 518, Meridian, Idaho 83680, the following described premises: Parcel I: A portion of the Southwest quarter of the Northeast quarter of Section 25, Township 3 North, Range 1 West of the Boise Meridian, Ada County, Idaho, described as follows: Commencing at the East quarter corner of Section 25, Township 3 North, Range 1 West of the Boise Meridian, Ada County, Idaho, and running thence North 89°50'52" West 1320.38 feet along the East-West centerline of said seclion; thence North 0004'23" East 593.04 feet to the Point of Beginning; thence West 383.66 feet; thence North 363.34 feet; thence West 296.94 feet; thence North 6"46'41" West 102.45 feet; thence North 2"51'46" East 149.59 feet; thence North 9°20'27" West 25.65 feet; thence North 93.43 feet to the North line of said Southwest quarter of the Northeast quarter; thence South 8904435" East 690.33 feet along said North line to the East line of said Southwest quarter of the Northeast quarter; thence South 0"04'23" West 730.12 feet to the Point of Beginning. Parcel Il: A porlion of the Southwest quarter of the Northeast quarter of Section 25, Township 3 North, Range 1 West of the Boise Meridian, Ada County, Idaho, described as follows: Commencing at the East quarter corner of Section 25, Township 3 North, Range 1 West of the Boise Meridian, Ada County, Idaho, and running thence North 89050'52" West 1320.38 feet along the East-West centerline of said section; thence North 0"04'23" East 593.04 feet; thence West 383.66 feet to the Point of Beginning; thence West 161.87 feel; thence North 22°22'10" West 83.94 feet; thence North 27"43'07" West 81.59 feet; thence North 24°40'06" West 89.72 feet; thence North 14°5322" West 84.81 feel; thence North 6"46'41" West 50.35 feet; thence East 296.94 feet; thence South 363.34 feet to the Point of Beginning. Parcel III: A portion of the Southwest quarter of the Northeast quarter of Section 25, Township 3 North, Range 1 West of the Boise Meridian, Ada County, Idaho, described as follows: Commencing at the East quarter corner of Section 25, Township 3 North, Range 1 West of the Boise Meridian, Ada County, Idaho, and running thence North 89°50'52" West 1320,38 feet along the East-West centerline of said section; thence North 0°04'23" East 1323.16 feet along the East line of said Southwest quarter of the Northeast quarter; thence North B9°44'35" West 690.33 feet along the North line of said Southwest quarter of the Northeast quarter to the Point of Beginning; thence North 89°44'35" West 300.00 feet; thence South 300.00 feet; thence South 89"4435" East 300.48 feet; thence North 6"46'41" West 32.09 feet; thence North 2°51'46" East 149.59 feel; thence North 9°20'27" West 25.65 feet; thence North 93.43 feet to the Point of Beginning. Parcel IV A portion of the Southwest quarter of the Northeast quarter of Section 25, Township 3 North, Range 1 West of the Boise Meridian, Ada County, Idaho, described as follows: Commencing at the East quarter corner of Section 25, Township 3 North, Range 1 West of the Boise Meridian, Ada County, Idaho, and running thence North 89°50'52" West 1320.38 feet along the East-West centedine of said section to the Point of Beginning; thence North 89"46'04" West 1320.76 feet along said centerline; thence North 0°06'02" East 1323.73 feet along the West line of said Southwest quarterof the Northeast quarter; thence South 89"44'35" East 329.80 feel along the North line of said Southwest quarter of the Northeast quarter; thence South 300.00 feel; thence South 89°4435" East 300.48 feet; thence South 6°46'41" East 120.71 feet; thence South 14°5322" East 84.81 feet; thence South 24°40'08" East 89.72 feet; thence South 27"43'07" East 81.59 feet; thence South 22022'10" East 83.94 feet; thence East 545.53 feet to the East line of said Southwest quarter of the Northeast quarter; thence South 0004'23" West 593.04 feet along said East line to the Point of Beginning. To have and to hold the said premises, unto the said grantees, heirs and assigns forever Date -' &6 Dian Centers, spouse of granter State of-T��^O County of 'Ada— as. On this 510 0 day of &+-0644- in the yJ(ear of 2013, before me, the undersigned, a Notary Public in and for said State, personally appeared known or identified to me to be the person(s) whose name(s) Is/are subscribed to the within instrument and acknowledged to me that he/she/they executed the same. & n , �,'o l�� SZL Notary Public Residing at: My Commission Expir s: 10/50/ / (seal) AFFIDAVIT OF LEGAL INTEREST STATE OF IDAHO ) COUNTY OF ADA ) I, Lee Centers, P. O. Box 518, Meridian, ID 83642, 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 to submit the accompanying application(s) pertaining to that property. I agree to indemnify, defend and hold the City of Meridian and its employees harmless from any claim or liability resulting from any dispute as to the statements contained herein or as to the ownership of the property which is the subject of the application. 3. 1 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). ceQ Dated this day of �`� It 6 2014. Lee Centers -. SUBSCRIBED AND SWORN to before me the day Oil year first above written. (Notary Public for Idaho) Residing at Eagle, Idaho My Commission Expires: 33 E. Broadway Avenue; Suite 102 • Meridian, Idaho 83642 Phone: (208) 884-5533 • Facsimile: (208) 888-6854 s Website: www.meridiancity.org (Rev. 02/08/2013) F77 o MERIDIAN W. VICTORY RD. J U Z Q O Lu SITE Lu d Lu Lu 0 z � FUTUREPHASE C6 W. HARRIS ST. x 0 a 0 w co W AMITY RD. BILTMORE ESTATES SUBDIVISION NO. 1 VICINITY MAP 1" = 800' LOCATED IN SECTION 25, T. 3N., R.M., B.M. ADA COUNTY, IDAHO IDIAN�-- 17�Ah-]%� Community Development Parcel Verification Date: 1/9/13 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: Biltmore Estates Parcel Numbers: 51225131250 (9.028 Acres) S1225131300 (2.003 Acres) 53225131350 (2.068 Acres) 51225131400 (27.019 Acres) 53225233900 (80.00 Acres) T/R/S: 3N 1W 25 Note: Only a portion of the 80 -acre parcel will be submitted with the preliminary plat. Property Owner: Lee Centers P.O. Box 518 Meridian, ID 83642 Address Verification Rev: 04/23/12 oafMWI OH003dH3d0 $H3Nd3IN. 0 �f&"w=-LU w1 ; p -d , ry., SN070n "— [r 10L00/tl3NMd NOISI O✓5 OdO13A30 11,43N 9N3 ano4IH $_ oil ION in �s $ I III � I I 049 IA5i911i$'§9 $csPic) s3 f •vi . "3 - a - i i g ®gEhiN3`g§Rg !®3Il�$9YE 5 - "es [.i S _ y � I PRELIMINARY 4/10/2014 ADA COUNTY STREET NAME EVALUATION SUBDIVISION NAME: AGENCY and AGENCY FILE NO: TOWNSHIP/ RANGE/SECTION: DEVELOPER: BILTMORE ESTATES SUB Meridian: 3N 1 W 25 ENGINEERING SOLUTIONS LLP The street name comments listed below are made by the members of the ADA COUNTY STREET NAME COMMITTEE (Under the direction of the Ada County Assessor) regarding this development in accordance with the Ada County Street Name Ordinance. Overall final street names are subject to change at Final Plat phase levels due to design changes, time restraints and/or previous recorded plat street alignments. THE FOLLOWING EXISTING STREET NAMES SHALL APPEAR ON THE PLAT: 'W. HARRIS ST ✓ ° S. KENTUCKY WAY r ° W. VICTORY RD r THE FOLLOWING PROPOSED STREET NAMES ARE RECOMMENDED FOR APPROVAL: W. BUROAK DR ✓ ° "S. REDWATER WAY/' W. SMOKEY LAKE CT ✓' W rlr5+ti PrAW; e p r. � • THE FOLLOWING PROPOSED STREET NAMES ARE RECOMMENDED FOR DENIAL: W. HIGH PRAIRIE DR — N. High Prairie PI already exists in Star 5N 1W 29, and also aligns with Carbondale W. WHITEBIRD DR — N. Whitebird Ave already exists in Meridian 3N 1W 02 S. CAMROSE AVE — W. Camrose Ln already exists in Boise 3N 2E 09 Y W. REDSPIRE DR — N. Redspire Way already exists in Star 4N 1W 08 THE FOLLOWING CHANGES OR CORRECTIONS NEED TO BE MADE: Please choose another name (W/Dr) to replace W Whitebird Dr Please choose another name (S/Ave) to replace S Camrose Ave Please choose another name (W/Dr) to replace W Redspire Dr NOTE: IF THERE ARE CORRECTIONS AND CHANGES RECOMMENDED, PLEASE MAKE THESE CHANGES ON THE SUBDIVISION PLAT AND RESUBMIT TO THE COMMITTEE. A FINAL REVIEW WITH NO CHANGES REQUIRED AND THE MATCHING PLAT MUST BE PRESENTED TO THE ADA COUNTY SURVEYOR AT TIME OF RECORDING. ADA COUNTY ASSESSOR MERIDIAN FIRE ADA COUNTY HIGHWAY DIS. ADA COUNTY SHERIFF DATE 4 0 - P -I DATE DATE DATE D �' DATE /D �y a IVOlsinlaens 531V153 3NOW1118 Otl003S d05113lw 03d013"90 lOVINDO S3NNNIE e 1 AVM "On IN3N S- fi I I i tl a IVOlsinlaens 531V153 3NOW1118 ON003N305N3Nh10 I JN3dOl3A30M tl1N0 tl —lOJ _ r 111 N 11: II I Jg II - u AwwINLxlu 11ml U & 3W350N -1tl AWMNI130d NOISlnlasns , J S31V1S3 3L10W1119 $ @ a �p Y� log Mtl]dO13n30+' ♦tl3NN ON0.'13tl d�5NlNA10 1mmW d MM '00,:' 1 tL Zw J ' iaxns sip a o I w ro U z2 A 0.I�0t d1 z i v1S�Ayc v y Ci x� eo MM '00,:' 1 tL Zw J ' iaxns sip a o I w ro U z2 A 0.I�0t d1 z i v1S�Ayc v y Ci x� eo I I� rj I� cul / TO Mapcheck 1: BILTMORE PH. 1 BOUNDARY Closure Summary Precision, 1 part in: 365621.898' Error distance: 0.010' Error direction: N47" 23'29.58"E Area: 475552.37 Sq. Ft. Square area: 475552.371 Perimeter: 3594.510' Point of Beginning Ea st i ng: 2453165.6412' Northing: 694810.5703' Side 1: Line Direction: N85° 28'41.00"W Angle: [094.5219 (d)] Deflection angle: [-085.4781 (d)] Distance: 144.710' Ea sti ng: 2453021.3817' Northing: 694821.9793' Side 2: Line Direction: N89° 21' 41.00"W Angle: [176.1167 (d)] Deflection angle: [-003.8833 (d)] Distance: 224.500' Easti ng: 2452796.8956' Northing: 694824.4815' Side 3: Line Direction: N890 08'43.00"W Angle: [-179.7839 (d)] Deflection angle: [000.2161 (d)] Distance: 50.000' E a st i n g: 2452746.9012' Northing: 694825.2274' Side 4: Line Direction: N89° 21'41.00"W Angle: [179.7839 (d)] Deflection angle: [-000.2161 (d)] Distance: 306.960' Ea sti ng: 2452439.9602' Northing: 694828.6486' Side 5: Line Direction: S86° 50'19.00"W Angle: [176.2000 (d)] Deflection angle: [-003.8000 (d)] Distance: 70.000' Ea sti ng: 2452370.0668' Northing: 694824.7882' Side 6: Line Direction: S78" 02' 17.00"W Angle: Deflection angle: Distance: Easting: Northing: Side 7: Line Direction: Angle: Deflection angle: Distance: Easting: Northing: Side 8: Line Direction: Angle: Deflection angle: Distance: Easting: Northing: Side 9: Line Direction: Angle: Deflection angle: Distance: Easting: Northing: Side 10: Line Direction: Angle: Deflection angle: Distance: Easting: Northing: Side 11: Line Direction: Angle: Deflection angle: Distance: Easting: Northing: Side 12: Curve Curve direction: Radius: Arc length: Delta angle: Tangent: Chord direction: Chord angle: [171.1994 (d)] [-008.8006 (d)] 70.000' 2452301.5868' 694810.2799' S69° 12'52.00"W [171.1764 (d)] [-008.8236 (d)] 70.000' 2452236.1427' 694785.4389' S60° 35'19.00"W [171.3742 (d)] [-008.6258 (d)] 69.300' 2452175.7744' 694751.4073' S54° 26'03.00"W [173.8456 (d)] [-006.1544 (d)] 140.010' 2452061.8836' 694669.9721' S53" 31'01.00"W [179.0828 (d)] [-000.9172 (d)] 100.000' 2451981.4803' 694610.5136' N360 28'59.00"W [-090.0000 (d)] [090.0000 (d)] 118.840' 2451910.8198' 694706.0649' Clockwise [329.787'1 8.090' 001.4056 (d) [4.045'] S610 47'16.00"W [098.2708 (d)] Deflection angle: Chord distance: Easting: Northing: Side 13: Line Direction: Angle: Deflection angle: Distance: Easting: Northing: Side 14: Line Direction: Angle: Deflection angle: Distance: Easting: Northing: Side 15: Line Direction: Angle: Deflection angle: Distance: Easting: Northing: Side 16: Line Direction: Angle: Deflection angle: Distance: Easting: Northing: Side 17: Curve Curve direction: Radius: Arc length: Delta angle: Tangent: Chord direction: Chord angle: Deflection angle: Chord distance: Easting: Northing: Side 18: Line Direction: Angle: Deflection angle: [-081.7292 (d)] 8.090' 2451903.6909' 694702.2404' N270 30'34.00"W [-090.0000 (d)] [090.0000 (d)] 60.000' 2451875.9772' 694755.4565' N270 53'59.00"W [179.6097 (d)] [-000.3903 (d)] 77.730' 2451839.6053' 694824.1518' N180 26'37.00"W [-170.5439 (d)] [009.4561 (d)] 90.980' 2451810.8219' 694910.4587' N08" 59' 15.00"W [-170.5439 (d)] [009.4561 (d)] 45.490' 2451803.7155' 694955.3901' Counter -clockwise [630.013'] 35.930' 003.2681 (d) [17.972'] S880 58'58.00"W [097.9703 (d)] [-082.0297 (d)] 35.930' 2451767.7911' 694954.7523' N89° 22'59.00"W [-176.7318 (d)] [003.2682 (d)] Distance: Easting: Northing: Side 19: Line Direction: Angle: Deflection angle: Distance: Easting: Northing: Side 20: Line Direction: Angle: Deflection angle: Distance: Easting: Northing: Side 21: Line Direction: Angle: Deflection angle: Distance: Easting: Northing: Side 22: Line Direction: Angle: Deflection angle: Distance: Easting: Northing: 7.180' 2451760.6116' 694954.8296' NOW 37'01.00"E [-090.0000 (d)] [090.0000 (d)] 185.000' 2451762.6035' 695139.8189' S89" 22'59.00"E [-090.0000 (d)] [090.0000 (d)] 85.380' 2451847.9786' 695138.8995' S89" 23'26.00"E [179.9925 (d)] [-000.0075 (d)] 1320.120' 2453168.0239' 695124.8579' S00° 25'59.00"W [-090.1764 (d)] [089.8236 (d)] 314.290' 2453165.6485' 694810.5769' June 23, 2014 411VI , Im JOVIAMOM6ro OkA-e WrsoFsS�ouA+. �,1c4iu�rraud. Mr. Warren Stewart, P.E. Engineering Manager City of Meridian Public Works 33 East Broadway Meridian, ID 83642 Re: Biltmore Estates Subdivision No. 1 Dear Mr. Stewart: PO Box 170811 Boise, ID 83717-0811 Phone: (208) 884-8181 www.civii-innovations.com Please note that this is certification that the street centerline is a minimum of 36 inches above highest known groundwater elevation. Please call me if you have any questions or require additional information. Sincerely, Ben Thomas, P.E. 31ti n NUN NYMIIN3W-tlNI1N 's _ (14pd3B JO sBYO) � n -- ' V 0 3I $I@ r *LZ9 30tld 79 NOW m C 'ON 'MS SINO13w NNORf3Kq ,9Z'kw •BN,SZAO S q Sys T151 ' .IPBDI 3.6[. 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G it 3 § aili oil �[z$2 �. � e eaNJIF i i ¢ �3` Z QR R6§ 85¢ El1 J W 43 e P� e e$ e$ i e p e e e @ er e� F p F �a� .,;°. � �e:i � e'_3� §• i� i s a'I w, a 8009 oa g 4a ai; iigf?iI td a9a W 2 m a 9 aim M-114 H n§6 e F 'Si y,EEa2 § riL??„ a 5-';-'• is Ba $@ E a s 3z5as `aqF z �as`� � i?yg �5 �§ €a @ NO H � §° • �� vE a1 � a. a E' �, a.a�, &ea¢e$ � �3��sq°Fag 1a5;��'� q��; 4, -� @e ¢ a � W W 2', g utl 2 f 9 fnF`a$sU;!s s31ep-pr' i -;g iP E@ � e FTpy 3$aeead.a.e'gJ S �C v a 3� `,$Pi� _€'§�aS� d$RtE• a3 L= §!; , a a a$i ;i-; flu F a9 "d $ a$a'8'& a •e.F a ed @ Fad, F,_$ ; q=? ; y 2'° egs?aI . = 1 . a; tl_ tl m0,°w Storm Drainage Calculations BIL TMORE ESTATES SUBDIVISION NO. 1 Meridian, ID 6/20/2014 Civil Innovations, PLLC PO Box 170811 Boise, ID 83717-0811 Phone: (208) 884-8181 www.civil-innovations.com Introduction Biltmore Estates Subdivision is a proposed 56 acre residential development located south of W. Harris Street between Meridian and Linder Roads in Meridian. At full build out there will be 159 residential and 15 common lots. The first phase of the development consists of 30 residential and 6 common lots is scheduled for construction during the summer/fall of 2014. Existing Storm Drain Conditions The property is encompassed by Phase 1 of the development is unimproved and is currently being farmed. The northeast corner of the site has relatively steep slopes in excess of 10% while the remainder of the site is general flat with slopes ranging from 1-4%. There are two connections to existing public streets proposed in this phase. Catch basins will be installed at both locations to collect storm water runoff before it is allowed to enter the existing street drainage systems. Proposed Storm Drain Design Storm drain runoff from the proposed new streets and adjacent residential lots will be directed to one of 6 seepage beds after being routed through sand and grease traps. The soils report, prepared by Natural Resource Solutions, LLC, indicates that hardpan layers were encountered in all of the test pits at depths between 30 and 60 inches below the existing ground surface. Materials below the hardpan are typically gravelly loamy sands to about 96 inches with sand, gravel, and cobbles below 13'. The proposed seepage beds are deep enough to reach the free draining sand and gravel layers therefore an infiltration rate of 8 inches per hour is used for design. Groundwater was not encountered in any of the test pits excavated on the site in November of 2013. The author of the soils report referenced above does not expect groundwater to ever be present higher than 15 to 20 below the existing ground surface. Runoff Calculations c -I O O a -i c'I v a, 3 !r Ol N> (n Ol N 0 0 0 = O O O U U U LL LL LL a of V1 N U d' 00 N U t 00 N ri H t0 N 00 two m t0 N 00 p N N O ID N N M 11 aju O N II II II II II U r p > N N N N0 O 0 m O N N ` O L O1 N �D N C a > _ a 0 O p 6 N O 3 0 O p N 0 p O L hq O C 00 L Y DO O co A 00 N N C N J W O J w v a c v > > D l7 > a 7 C7 H O 0> v a, 3 !r Ol N> (n Ol N 0 0 0 = O O O U U U LL LL LL a of V1 N u u LL U U U M Lnn O O II II II w cr r r > V1 O O N O 0O U00 LL LL LL ri 't O two m M N p N O ID O N M 11 aju O N II II II II II U r p > N N N N0 O 0 m N N O O L U O a > > N C a > _ a _ -o in n 3 C 00 Q A Y C bo W O u u LL U U U M Lnn O O II II II w cr r r > V1 O O N O 0O U00 LL LL LL rl N O ID ILA (n G In O N M II II U II � II � m Y v > Y N N N O O 0) a > a n 3 C 00 Q Y m u U LL V U U M ID 0) tD 00 ti O O c II II 11 r r > v O O N O O0 > N Vd u Q H 0 ti v O I -n ID N 00 LL LL LL Vf N N ry^j O O I` OO O a) IA IA O n M N N ei M II N � m > Y m vl M II u II Y In N II T O O w to _ a Y m a n Y v N _ ,,>cu \ o c 3 J LL LL u U U U 00 V kq V O O 00 II 11 II z >- 0 u d O In to N 00 N N LL LL LL N N N Il 00 IMYI O O � LM M N O n n O N M II U II � II i N m > N Ln N O O vv = a a > c A C b0 W 0 N 7 u V O N Ot O a d. 00 N F- 0'1 .-I N � H � > V c tll Ol 0 ILL/1 N N N CL N u V U u U U =C N N _ 0 O C N C O N (U CL00 NO ti O N O n n O O 0) 0 N O O d' W V L c On 00 00 cc0 J 10 m O V7 0) LOO O N N N '.j m v 00 O fV ci r4 m T > cu C7 O l7 O� F - QVLLi v J U Ot O Cl O N N O N Vl I Q � > V c tll Ol 0 ILL/1 Ln Cl 0 tLL/) V N 0 N ,y — u V U u U U C � O 0000 N I� N n O 00 0) 0) 0 Ln O T d' V to n Ln O1 N Ln 00 O O1 O O V7 0) LOO O N N N '.j m O 00 O fV ci r4 m T II J vl II 11 } II } II II II Y } y co Y II II II II II II Q > O an 0 0 N m 5, Ln N 0 Ln o N O O O m ; 3 3 N N N0 ? 3 3 N r Q ui> _ U j U> Q U > c — "O N p 3 N V c O m 10 .0 C L 00 w 0 C b0 0) 00 j WW H N N 0 - CA N O o NO O O • O O 6 n0 O O C In 1p a C d � � Y ai O l7 Q H v O n ~ r O O ULrl l c1 O Ul Ot N O O I I U O Vl O fV N II u II II Q Y Y ) a > m � o m 3 3 ` U 0 0 w Y J IW L V\ 0 C 00 aj aC H N V LL U U U N m un r O O � 11 II r > } Ln O O N O O U Zy>', v O n ti r > ULrl l c1 O Ul Ot N O O I I U p N V LL U U U N m un r O O � 11 II r > } Ln O O N O O U Zy>', O n ti O O a 0000 p L O N N II II II 'a v > In N O O N N U n N L -0 C 00 01 O H v C N O a W N 00 0 0 O O N O t C N O ai J � � L � Y 6 L Y \ j 3 /� O m d O O N O O O i V U¢ LL LL LL ¢ VI V1 � � N N 00 00 00 O 00 N T n IR 00 In 00 IOn in N N N N O M O N N II V II L 11 co II V II L II L In j m m y L ri } } m m > m m s01 In O 0 m 3 3 N -o > Q U (u a > n _ n .> 3 o m 0D C m ` a J m L w a(L) on O 0 Y � QN v MIS M NILn N N v C N O a00 0 C) O N O O t 000 O O C V N a1 tD J L > O l7 U LL LL LL ¢ VI V1 Vf N w O 00 N In N 00 N n M N It o N O N N II V II L 11 L co In m m L ri m 3 3 s01 ua/ v -o > c m C m ` a w LL LL LL U U U LD O M M 00 W `"I c4 N c-1 L U a u ,�t �i0� M M LL LL LL N Vf In ,�� -zrioq m m � 1, N a a 00 N m O Ln a 00 n M S0 N IOfl O n G M Om 0 O fV N m J Y N II 11 II O m O f0 10 3 3 I(1 ,N� O O O O 0 0 Vi N O O m 3 3 ` 4% LN a c a = -a ,> N \ 3 OQ y Y J 10 C N OD 0 ,�� -zrioq m m � 1, N a a 00 N O ro W a O n O N Oq O N N II U II L II L m J Y N } } O m O f0 10 3 3 I(1 ,N� O O CO N 4% LN V w J C b0 y O Q � Y Seepage Bed Calculations Biltmore Estates Subdivision No. 1 Seepage Bed Calculations SB#1 V(100) DI#1A= 743 CF V(100) DI#1B = 1139 CF V(100)Total 1882 CF Bed Width 10 FT Bed Length 80 FT Bed Depth 6.0 FT Total Drainrock Footprint 4800 CF 18" Pipe Volume 235.5 CF Pipe Storage Volume 117.8 CF Drain Rock Volume 4565 CF Void Ratio 0.4 Drain Rock Storage 1826 CF Storage in Pipe 117.8 CF Storage in Drainrock 1826 CF Total Storage 1943.6 Time to Drain Infiltration Rate = 8.0 In/Hr Infiltration Area = 800 SF Infiltration Volume= 533 CF/Hr V(100)= 1882 CF Time To Drain = 3.53 Hr Biltmore Estates Subdivision No. 1 Seepage Bed Calculations SB#2 V(100) DI#2A = 847 CF V(100) DIM = 807 CF V(100)Total 1654 CF Bed Width 10 FT Bed Length 80 FT Bed Depth 10.0 FT Total Drainrock Footprint 8000 CF 18" Pipe Volume 235.5 CF Pipe Storage Volume 117.8 CF Drain Rock Volume 7765 CF Void Ratio 0.4 Drain Rock Storage 3106 CF Storage in Pipe 117.8 CF Storage in Drainrock 3106 CF Total Storage 3223.6 Time to Drain Infiltration Rate = 8.0 In/Hr Infiltration Area = 800 SF Infiltration Volume = 533 CF/Hr V(100)= 1654 CF Time To Drain = 3.10 Hr Biltmore Estates Subdivision No. 1 Seepage Bed Calculations SB#3 V(100)DI#3A = 3046 CF V(100)DI#3B = 2296 CF V(100) Total 5342 CF Bed Width 13 FT Bed Length 110 FT Bed Depth 9.5 FT Total Drainrock Footprint 13585 CF 18" Pipe Volume 323.8 CF Pipe Storage Volume 161.9 CF Drain Rock Volume 13261 CF Void Ratio 0.4 Drain Rock Storage 5304 CF Storage in Pipe 161.9 CF Storage in Drainrock 5304 CF Total Storage 5466.4 Time to Drain Infiltration Rate = 8.0 In/Hr Infiltration Area = 1430 SF Infiltration Volume = 953 CF/Hr V(100)= 5342 CF Time To Drain = 5.60 Hr Biltmore Estates Subdivision No. 1 Seepage Bed Calculations SB#4 V(100) DI#4A = 475 CF V(100) DI#4B = 475 CF V(100) Total 950 CF Bed Width 10 FT Bed Length 40 FT Bed Depth 6.0 FT Total Drainrock Footprint 2400 CF 18" Pipe Volume 117.8 CF Pipe Storage Volume 58.9 CF Drain Rock Volume 2282 CF Void Ratio 0.4 Drain Rock Storage 913 CF Storage in Pipe 58.9 CF Storage in Drainrock 913 CF Total Storage 971.775 Time to Drain Infiltration Rate = 8.0 In/Hr Infiltration Area = 400 SF Infiltration Volume = 267 CF/Hr V(100)= 950 CF Time To Drain = 3.56 Hr Biltmore Estates Subdivision No. 1 Seepage Bed Calculations SB#5 V(100)DI#5A = 4054 CF V(100) DI#SB = 2883 CF V(100)Total 6937 CF Bed Width 15 FT Bed Length 90 FT Bed Depth 7.0 FT Total Drainrock Footprint 9450 CF 18" Pipe Volume 264.9 CF Pipe Storage Volume 132.5 CF Drain Rock Volume 9185 CF Void Ratio 0.4 Drain Rock Storage 3674 CF Storage in Pipe 132.5 CF Storage in Drainrock 3674 CF Total Storage 3806.5 Time to Drain Infiltration Rate = 8.0 In/Hr Infiltration Area = 1350 SF Infiltration Volume = 900 CF/Hr V(100)= 3806 CF Time To Drain = 4.23 Hr Biltmore Estates Subdivision No. 1 Seepage Bed Calculations SB#6 V(100) DI#6A = 719 CF V(100) DI#6B = 461 CF Overflow from #5 3131 CF V(100)Total 4311 CF Bed Width 15 FT Bed Length 80 FT Bed Depth 9.0 FT Total Drainrock Footprint 10800 CF 18" Pipe Volume 235.5 CF Pipe Storage Volume 117.8 CF Drain Rock Volume 10565 CF Void Ratio 0.4 Drain Rock Storage 4226 CF Storage in Pipe 117.8 CF Storage in Drainrock 4226 CF Total Storage 4343.6 Time to Drain Infiltration Rate = 8.0 In/Hr Infiltration Area = 1200 SF Infiltration Volume = 800 CF/Hr V(100)= 4311 CF Time To Drain = 5.39 Hr Soils Information Consultinq, Soil Evaluations & Data Collection Mr. Kurt Reliford Engineering Solutions, LLP, 1029 N. Rosario St., Ste. 100 Meridian, ID 83642 November 29, 2013 RE: Soils evaluation of Biltmore Estates site .HARLEYR. NOE Phone: 208.850.4926 Fax: 208.939$602 On November 27th I observed seven test holes on the Biltmore Estates site west of South Meridian Road and south of Victory Road. A map is attached showing the approximate boundary of the 56 acre parcel and the location of the test pits. Also included are copies of the detailed soil profile descriptions of the test pits. This property occurs on a stable alluvial fan terrace landform with nearly level to rolling topography. Test holes were advanced to depths of 11 to 13 feet below ground level. All profiles have a silty clay loam surface layer about 12 inches thick. At most locations a heavy silty clay loam subsoil is present to a depth of about 30 inches. Hardpans with varied degrees of cementation were presentat all locations between 30 and about 60 inches. Materials beneath the hardpans are typically gravelly loamy sands to about 96 inches with sand, gravel and cobbles below to below 13 feet. The sands encountered are primarily medium sands and are very clean and free of fines. No indicators of wetness were encountered in any of the test pits to depths up to 13 feet. I have profile descriptions and groundwater monitor data on 10 test holes located on the property to the south adjacent to the Biltmore site. That data all showed similar soil conditions and no groundwater observed during monitoring throughout the 2006 irrigation season. Based on the seven test holes on the subject site and the other historical data available, I would not expect groundwater to ever be present higher than 15 to 20 feet below ground level. 5740 N. APPLEBROOE WAY tswse, IV"U OJ UJ Biltmore soils - page 2 R -Value ratings will be very low for the upper 16 to 24 inches of most soil profiles. I would predict test values would be less than 10 and possibly less than 5. Bearing strengths would be 1500 pounds per square foot based on a CL Unified classification for the silty clay loam material with clay contents in excess of 30 percent. Those values are derived from the International Building Code table 1804-2. The hardpans present dig with some difficulty in places, but will not be a problem for track hoe construction equipment. Substratum layers will provide excellent free -drained materials for receiving storm water. I see no soil related conditions that will be of major concern to design and construction on this parcel. If you have questions or need anything additional please give me a call at 850- 4926. s red via mai HARLEYR. NOE Professional Soil Scientist cc w/ attachments: Lee Centers, LC Development, P.O. Box 518, Meridian, ID 83680 Natural Resource Solutions, LLC Storm Drain Test Hole Description & Evaluation Date Of Evaluation: 11/27/2013 Evaluated by: Harley Noe, Professional Soil Scientist Requested By: Engineering Solutions, LLP Address: 1029 N. Rosario St., Suite 100 Phone: 938-0980 City: Meridian State: ID Zip: 83642 Legal Desc: SW 1/4 of NE 1/4 and part of the SE 1/4 of the NW i/4 of Section 25, Township 3 North, Range I West, Boise Meridian, Ada County, Idaho General Desc: South of Kentucky Ridge Subdivision, 1/4 mile west of Meridian Road on W. Harris Street Depth Color Texture u Clay /o Roots Mottles Est. Permeability Comments (inches) 10YR 7/3 fractured hardpan na few very fine & fine none (fn/hr) weakly to moderately cemented 14nia Numhar R I ncafinn- 1-13 Elevation = 2714 o to 13 10YR 4/3 silty clay loam 32 to 34 common very fine, fine & medium none 0.2 to 0.6 friable moist; granular structure 13 to 19 10YR 7/3 fractured hardpan na few very fine & fine none 0.5 to 1 weakly to moderately cemented 19 to 39 10YR 713 strongly cemented hardpan na few very fine & fine in fractures none 0.2 to 0.6 few fractures; 15% gravel 39 to 86 110YR 713 partially cemented gravelly loamy sand 3 to 5 none none 2 to 4 5% cobbles; medium size sands 86 to 132+ variegated very gravelly medium sand <3 none none 15 to 18 nearly loose in place; 15% cobbles General Notes: below qround level. Slope 2 to 3 percent. No free water or evidence of wetness in profile to depth of 11 feet U^Ie ur,,.„k, r 2. r nrart^n• 9_ 13 Flpvntinn = 2667 0 to 12 7.5YR 3/2 silty clay loam 32 to 34 & medium; few coarse none 0.2 to 0.6 very friable moist; granular structure 12 to 31 10YR 7/3 silt loam 16 to 17 common very fine, fine & medium none 0.5 to 1 very friable moist; silly with high carbonates 31 to 56 10YR 7/3 very gravelly sandy loam 10 to 12 many very fine, fine & medium none 2 to 6 weakly cemented; fractured; slightly dense in place 56 to 92 variegated very gravelly loamy sand 5 to 7 common very fine, fine & medium; few coarse none 6 to 12 moderately cemented; very fractured; Imedium & coarse sands 92 to 132+ reddish variegated very gravelly loamy sand 3 to 5 none none 8 to 15 20% cobbles; no cementation; dense in place; medium & coarse sands. General Notes: 3 to 4 percent. Lowest position in parcel. No clean gravel/sand in profile. No free water or evidence of wetness observed to 1 1 feet below ground level. Natural Resource Storm Drain Test Hole Description & Solutions, LLC Evaluation Continuation Sheet Date Of Evaluation: 11/27/2013 Project: Biltmore Estates Depth Color Texture Clay % Roots Mottles Est. Perm. Comments (inches) 10YR 3/2 silty clay loam 35 to 37 fine; few medium none (In/hr) friable moist; granular structure Hale Number & Location: 3-13 Elevation = 2708 General Notes: Slope ground level. 1 to 2 percent. No free water or wetness evidence in profile to 12 feet below Hole Number & Location: 4-13 Elevation = 2708 0 to 12 10YR 3/3 silly clay loam 30 to 32 common very fine & none 0.2 to 0.6 very friable moist; granular structure 0109 10YR 3/2 silty clay loam 35 to 37 fine; few medium none 0.2 to 0.6 friable moist; granular structure 28 to 60 10YR 7/3 moderately cemented hardpan na common very fine, none 0.2 to 0.6 strong angular blocky structure; firm 9 to 35 10YR 4/2 silty clay loam 37 to 39 fine & medium none 0.06 to 0.2 moist 108 to 138+ grayish variegated very gravelly medium sand <3 few very fine & fine in none 15 to 18 15 to 20% cobbles; loose in place; sand is very clean 35 to 56 10YR 7/3 fractured hardpan na fractures none 0.2 to 0.6 strongly cemented nearly loose in place; medium sand 56 to 96 110YR 6/4 gravelly loamy sand 1 6 to 8 none none 6 to 12 size gravelly medium 5% cobbles; high in sand content; 96 to 120 variegated sand <3 none none 15 to 18 clean medium sand very gravelly 10% cobbles; higher gravel content 120 to 140+ variegated medium sand <3 none none 15 to 18 than above layer General Notes: Slope ground level. 1 to 2 percent. No free water or wetness evidence in profile to 12 feet below Hole Number & Location: 4-13 Elevation = 2708 0 to 12 10YR 3/3 silly clay loam 30 to 32 common very fine, fine, medium & coarse none 0.2 to 0.6 very friable moist; granular structure 12 to 28 10YR 4/3 gravelly silty clay loam 32 to 34 few very fine, fine & medium none 0.2 to 0.6 friable moist; 15 to 20% gravel less than 2 inch diameter 28 to 60 10YR 7/3 moderately cemented hardpan na very few very fine & fine in fractures none 0.2 to 0.6 highly fractured; digs with little difficulty; 15% loam soil in fractures 60 to 108 grayish variegated very gravelly coarse sand <3 none none 15 to 20 some orangish pockets; 15% cobbles 108 to 138+ grayish variegated very gravelly medium sand <3 none none 15 to 18 15 to 20% cobbles; loose in place; sand is very clean General Notes: I 1 feet below ground level. 2 percent. No free water or evidence of wetness observed in profile to more than Natural Resource Storm Drain Test Hole Description & Solutions, LLC Evaluation Continuation Sheet Date Of Evaluation: 11/27/2013 Project: Biltmore Estates Depth Color Texture Clay % Roots Mottles Est. Perm. Comments (inches) 10YR 4/4 silty clay loam 38 to 40 few very fine, fine & medium none (In/hr) friable moist; strong subangular blocky structure Hole Number & Location: 5-13 Elevation = 2714 0 to 14 10YR 3/4 silly clay loam 34 to 36 common very fine & fine; few medium & coarse none 0.2 to 0.6 friable moist 14 to 32 10YR 4/4 silty clay loam 38 to 40 few very fine, fine & medium none 0.06 to 0.2 friable moist; strong subangular blocky structure 32 to 54 10YR 7/3 strongly cemented hardpan na few very fine & fine in fractures in upper 12" none 0.2 to 0.6 not fractured; difficult to dig 54 to 92 variegated very gravelly loamy sand 3 to 5 none none 4 to 8 intermittent lenses are moderately cemented 92 to 144+ yellowish variegated very gravelly medium sand <3 none none 15 to 1 20T cobbles; sand is very clean; loose in place 10YR 7/3 & lenses of pan and texture; 30% soil & 70% hardpan that 80 to 96 4/4 loam soil 12 to 14 none none 0.5 to 1 is highly fractured General Notes: Slope 1 to 2 percent. No free water or evidence of wetness observed in profile to 12 feet below around level. Hole Number & Location: 6-13 Elevation = 2714 General Notes: ground level. 1 to 2 percent. No free water or evidence observed in profile to 13 feet below common very fine, 0 to 14 10YR 3/3 silty clay loam 35 to 37 fine & medium none 0.2 to 0.6 friable moist; granular structure strongly cemented few very fine & fine in 14 to 80 10YR 7/3 hardpan na fractures to 55 inches none 0.5 to 1 highly fractured; digs with little difficulty soil portion in chunklels & difficult to 10YR 7/3 & lenses of pan and texture; 30% soil & 70% hardpan that 80 to 96 4/4 loam soil 12 to 14 none none 0.5 to 1 is highly fractured very firm to hard chunklets are difficult 96 to 120 7.5YR 3/4 gravelly sandy loam 10 to 12 none none 2 to 6 to texture orangish gravelly medium 120 to 140 variegated sand <3 none none 15 to 18 no cobbles; nearly loose in place grayish very gravelly sand is clean; nearly loose in place; 140 to 156+ variegated medium sand <3 none none 15 to 18 15% cobbles General Notes: ground level. 1 to 2 percent. No free water or evidence observed in profile to 13 feet below Natural Resource Storm Drain Test Hole Description & Solutions, LLC Evaluation Continuation Sheet Date Of Evaluation: 11/27/2013 Project: Biltmore Estates Depth Color Texture Clay % Roots Mottles Est. Perm' Comments (inches) 10YR 3/3 silty clay loam 28 to 30 fine; few medium none (In/hr) friable moist; granular structure Hole Number & Location: 7-13 Elevation = 2712 General Notes: Slope 1 percent. No free water or wetness evidence observed in profile to more than 11 feet below ground level. common very fine & 0 to 12 10YR 3/3 silty clay loam 28 to 30 fine; few medium none 0.210 0.6 friable moist; granular structure common very fine & 12 to 32 10YR 7/3 thin hardpan na fine none 1 to 2 occurs in thin lenses; highly fractured strongly cemented not fractured; digs with difficulty; upper 32 to 56 10YR 7/3 hardpan na none none 0.06 to 0.2 12 inches is strongest expression very friable moist; 15% hardpan 56 to 76 10YR 4/4 sandy loam 10 to 12 none none 2 to 6 fragments very gravelly loamy 76 to 102 Ivariegated Isand 1 3 to 5 1 none none 10 to 15 nearly loose; medium sand size 102 to 130+ yellowish variegated extremely gravelly sand <3 none none 1 1510 18 medium and coarse clean sands General Notes: Slope 1 percent. No free water or wetness evidence observed in profile to more than 11 feet below ground level. MJ W, .� .d r 1 71 O 000, y f _ — j. JI V 1 t :C y I !ll.- 17 1� I ■ I lA yy'i < rl I w ^7 Sk F s mr r ' Drainage Area Map sioiin/ios �Ps�a "' o°ls" a9N/N33N01NswjLl a P c a 1 e� f Hearing Date: July 22, 2014 File No.: FP -14-033 Project Name: Biltmore Estates Subdivision No. 1 Request: Request for final plat consisting of 29 building lots and 6 common/other lots on 10.92 acres of land in the R-4 zoning district, by L. C. Development, Inc. Location: The site is located south of W. Victory Road and west of S. Meridian Road, in the North of Section 25, Township 3N., Range 1W.