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HomeMy WebLinkAboutCity Clerk ChecklistCITY CLERK FILE CHECKLIST Project Name: Shaylee Estates Contact Name: Marc Johnson File No. Phone: RZ 07=01 1 375-1401 Date Received from Planning and Zoning Department: April 1 1 , 2007 Planning and Zoning Level: Hearing Date: June 7, 2007 ❑X Transmittals to agencies and others: April 13, 2007 ❑X Notice to newspaper with publish dates: 21-May-07 and 4-Jun-07 ❑ Certifieds to property owners: ❑ Planning and Zoning Commission Recommendation: ❑' Approve n Deny City Council Level: ❑ Transmittals to agencies and others: ❑ Notice to newspaper with publish dates: ❑ Certifieds to property owners: ❑ City Council Action: Hearing Date: - Approve ❑ Findings / Conclusions / Order received from attorney on: Findings / Conclusions / Order: Approved by Council: C1-A Copies Disbursed: 4(-(Q - 0-7 Findings Recorded QA Development Agreement: ❑ Sent for signatures: ❑ Signed by all parties: ❑ Approved by Council: ❑ Recorded: ❑ Copies Disbursed: Ordinance No. Resolution No. ❑ Approved by Council: ❑ Recorded: Deadline: 10 days ❑ Published in newspaper: ❑ Copies Disbursed: Notes: and ❑ Deny R.Wutl.ns: OnVnal Res/Copy C. Mnutebook Copy Res/Copy Cert Ciy Clam Ciy Enp n... Ciy Planner Ciy Anomey Stenin➢ C.W. Project File Depuy Clark Copy Res / Cnpinal Cert Ara County (CPAs) Appfioant(—o PA) 11—dOrananc.s. Ciiginal Minutebook COP— to Ciy clerk SIaR T. Comm. State Treasurer, Adtor, A ,essor Stettin' Codfiers Ciy Anomey Cly Erg— Ciy Planner Project file Appficant(if appl.) Depuy Clerk Finanys / OM: Ong,- Minutebook Copies lo: Appficant Project file Ciy Engineer Ciry Planner CiyA nn y Depuy CI "11—d Vac atl.n Flnangs" Record.d Development Agraem.— Onginal.Fireproof File COples Po:Applican( Project file Qty Engineer Ciy Planner Ciy Anomey Depuy Clark f 0 /01 CITY OF Yl�l�-n TRANSMITTALS TO AGENCIES FOR COMMENTS ON ID DEVELOPMENT PROJECTS WITH TH � IDAHO r E CITY OF MERIDIAN "1'° 0/4,-'nt,SUHEv,,,,� To insure that your comments and recommendations will be considered by 1903 the Meridian Planni d Z MAYOR Tammy de Weerd CITY COUNCIL MEMBERS Keith Bird Joseph W. Borton Charles M. Rountree Shaun Wardle CITY DEPARTMENTS City Attorney/HR 703 Main Street 898-5506 (City Attorney) 898-5503 (HR) Fax 884-8723 Fire 540 E. Franklin Road 888-1234/fax 895-0390 Parks & Recreation 11 W. Bower Street 888-3579 / fax 898-5501 Planning 660 E. Watertower Lane Suite 202 884-5533/fax 888-6854 Police 1401 E. Watertower Lane 888-6678/fax 846-7366 Public Works 660 E. Watertower Lane Suite 200 898-5500/fax 898-9551 - Building 660 E. Watertower Lane Suite 150 887-2211 / fax 887-1297 - Wastewater 3401 N. Ten Mile Road 888-2191/fax 884-0744 - Water 2235 N.W.8th Street 888-5242/fax 884-1159 ng an oning Commission please submit your comments and recommendations to Meridian City Hall Attn: Will Berg, City Clerk, by: May 31, 2007 Transmittal Date: April 13, 2006 File No.: RZ 07-011, PP 07-010, CUP 07-010 Hearing Date: June 7, 2007 Request: Public Hearing - Rezone of 0.77 of an acre from C-C to an O-T zone; and Preliminary Plat approval of 2 office building lots, 6 single-family residential building lots & 1 common lot on 0.77 of an acre in a proposed O-T zone and a Conditional Use Permit to construct 6 townhomes in a proposed O-T zone that do not meet the criteria of the Downtown Meridian Design Guidelines for Shaylee Estates By: Tealey's Land Surveying Location of Property or Project: 1402 and 1404 N. Meridian Road Steve Siddoway (no FP) David Moe (no FP) Wendy Newton-Huckabay (No FP) Michael Rohm (No FP) Tom O'Brien (No FP) Tammy de Weerd, Mayor Charlie Rountree, C/C Joe Borton, C/C Keith Bird, C/C David Zaremba, C/C Water Department Sewer Department Sanitary Services(No VAR, VAC, FP) Building Department / Rich Greene Fire Department Police Department City Attorney City Engineer City Planner Parks Department Economic Development (CUP only) Your Concise Remarks: Meridian School District (No FP) Meridian Post Office(FP/PP only) Ada County Highway District Ada County Development Services Central District Health Nampa Meridian Irrig. District Settlers Irrig. District Idaho Power Co. (FP,PP,cUP) Qwest (FP/PP only) Intermountain Gas (FP/PP only) Bureau of Reclamation (FP/PP only) Idaho Transportation Dept. (No FP) Ada County Ass. Land Records Meridian Development Corp. Historical Preservation Comm. CITY FALL 33 EAST IDAHO AVENUE MERIDIAN, IDAHO 83642 (208) 888-4433 CITY CLERK -FAX 888-4218 FINANCE & UTILITY BILLING -FAX 887-4813 MAYOR'S OFFICE -FAX 884-8119 Printed on recycled paper Omm Planning Department COMMISSION & COUNCIL REVIEW APPLICATION Type of Review Requested (check all that apply) ❑ Alternative Compliance ❑ Annexation and Zoning ❑ Comprehensive Plan Map Amendment ❑ Comprehensive Plan Text Amendment ❑ Conditional Use Permit ❑ Conditional Use Permit Modification ❑ Design Review ❑ Final Plat ❑ Final Plat Modification ❑ Planned Unit Development Preliminary Plat ❑ Private Street Rezone ❑ Time Extension (Commission or Council) ❑ UDC Text Amendment ❑ Vacation (Council) ❑ Variance ❑ Other Applicant Information STAFF USE ONLY: File number(s): PP-0-1-010, JIZ-0'1-011 Project name: Slay 1PR "- 4-a4e s Date filed: 3-1b-O`bate complete: Assigned Planner: 5gsVN , t.e x++erS Relatedfiles:_ CuP-0-1-olo Hearing date: 6-1-0-1 llCommission ❑ Council Applicant name: S L S v, ytnc( Phone: 3� 5- — 0Applicant address: 0l] ,.. Zip: A 3 7 1 Y Applicant's interest in property: ❑ Own ❑ Rent ❑ Optioned P Other Owner name: a( _& 7 u1In\ C r)n Phone: 3 7 5 -) ti u Owner address: H C�; QV\ Zip: ?:tLo y Z Agent name (e.g., architect, engineer, develope , repre' sentatt .h Gs, I i �/ S % Firm name: �1/ Phone: 3 Rs- - (p Address: / i� % E /47D /? " ��- -� / j� Zip: p -R 7/ ev Primary contact is: ❑ Applicant YiOwner ❑ Agent Contact name: B 0- 10 k E-mail: dAt)(4 Cn-n n -re - Subject Property Information ❑ Other / DO Yl Yt C- D 0 Sb l.i Phone: 4 b 0 ✓I-1 Fax: Location/street address: 1 I y p l J, p rt 4%CL Assessor's parcel number(s): k Lp I Township, range, section: % 3 At , J "7 Total acreage: 7 (P `S Current land use: -Q %- C� j Current zoning district: 660 E. Watertower Lane. Suite 202 . Meridian. Idaho 83642 Phone: (208) 884-5533 • Facsimile: (208) 888-685d • Website: Nx'wlv.meridiancit�.ore I - `- Project Desc Project/subdivision name: General description of proposed projecPrequest: p;� ;C 0 Ih uLmCAN? oj\ck U i c, V nse �,i A 0 h Ayill k %-, Proposed zoning district(s): Acres of each zone proposed: . % 1P Type of use proposed (check all that apply): V Residential gCommercial ❑ Office ❑ Industrial ❑ Other Amenities provided with this development (if applicable): ; J / a Who will own & maintain the pressurized irrigation system /V'r in this development? e) IAJ k7 e r � Which irrigation district does this property lie within? Q-nl- Primary irrigation source: A(1n a ) /�l e j iiA,'0-yN Secondary: Square footage of landscaped areas to be irrigated (if primary or secondary point of connection is City water): Residential Project Summary (if applicable) " Number of residential units: "G Number of building lots: Number of common and/or other lots: Proposed number of dwelling units (for multi -family developments only): 1 Bedroom: 2 or more Bedrooms: (0 Minimum square footage of structure(s) (excl. garage): 141 Lt U Proposed building height: -�? (p Minimum property size (s.f): / ri ( Lp Average property size (s.f.): �3 393 Gross density (DU/acre-total land): -7• ? Net density (DU/acre-excluding roads & alleys): Percentage of open space provided: AJ/ p Acreage of open space: Ai I Percentage of useable open space: id In- (See Chapter 3, Article G, for qualified open space) Type of open space provided in acres (i.e., landscaping, public, common, etc): S /tk-u /Is Type of dwelling(s) proposed: ❑ Single-family *Townhomes ❑ Duplexes ❑ Multi -family Non-residential Project Summary (if applicable) Number of building lots:_ Gross floor area proposed: Other lots: Existing (if applicable): Hours of operation (days and hours): 7 - IT- Building height: 1 J Percentage of site/project devoted to the following: Landscaping: `% Building: �- �% Paving:a Total number of employees: -3 Maximum number of employees at any one time: Number and ages of students/children (if applicable): _ IV f?, Seating capacity: Total number of parking spaces provided: -S Number of compact spaces provided: Authorization Print applicant name: %1)Oh n,,- 7)1)d Am Applicant signature: r v; rrO E W Date aterto«-er Lane, Suite 202 • Meridian, Idaho 83642 ------7— Phone: (208) 884-553 3 . Facsimile: (208) 888-6854 • Website: w w-meridiancity.org (Rev. 912 (/pO M Planning Department COMMISSION & COUNCIL REVIEW APPLICATION Type of Review Requested (check all that apply) ❑ Annexation and Zoning ❑ Comprehensive Plan Map Amendment ❑ Comprehensive Plan Text Amendment 1,41. Conditional Use Permit ❑ Conditional Use Permit Modification ❑ Final Plat ❑ Final Plat Modification ❑ Planned Unit Development ❑ Preliminary Plat ❑ Rezone ❑ Time Extension (Commission or Council) ❑ UDC Text Amendment ❑ Vacation (Council) ❑ Variance ❑ Other STAFF USE ONLY: File number(s): W F-0_1-010 Project name: Sk L%Jle.e C5f-a-1-eS Date filed: 3-16--01 Date complete: 'i -I 1-0-1 Assigned Planner: Sohy k 1n/ci } -1-e rS Related files: PP-0-1-CA0 , (Z,Z.,--07-0 Hearing date: lb-1-01 19 Commission ❑ Council Applicant Information Applicant name: M AKC 3 H NcjQ N Phone: 20 5- Ho f Applicant address:lyh2 N. MERIDAN Zip: 9349242 Applicant's interest in property: VLOwn ❑ Rent ❑ Optioned ❑ Other Owner name: _ MAgc 5nl--l__N S 0 N Phone: 31 5 _ 1140 Owner address: 1 q0 2 N. MERIDIAN RT:)Zip: 93 64 2 Agent name (e.g., architect, engineer, developer, representative): AN DR�7 �A/ DAVIS Firm name:13RS ARC.HIT TS Phone:33(o_8370 Address: 1010 S_ A I I AINI 51) IT >r' 100 90 SE - I Q Zip: g3-109 Primary contact is: ❑ Applicant ❑ Owner LKAgent ❑ Other Contact\ C • -AndQw• Subject Property Information W • - • i • • • i •I Location/street address: ly 02. N M P 1 1 D 1 A N 2 D 1 y 1y N MERIDIAN ZD Assessor's parcel number(s): R (012902_Q 5 5 0 R l 1290 n 53 Township, range, section: p1 E 01 Total acreage: , f' 1 Current land use: orris E Current zoning district: G - 660 E. Watertower Lane, Suite 202 • Meridian, Idaho 83642 Phone: (208) 884-5533 • Facsimile: (208) 888-6854 • Website: www.meridiancitv_or� 1 Project Description Project/subdivision name: SEE NARATIV E General description of proposed project/request: NEW TOWN HOUSES ON SHARE17__ t�RWE REBIND F xismN6 OFFIGFS Proposed zoning district(s): Q —T Acres of each zone proposed: . —11 Type of use proposed (check all that apply): 01 Residential ❑ Commercial ❑ Office ❑ Industrial ❑ Other Amenities provided with this development (if applicable): Who will own & maintain the pressurized irrigation system in this development?—OWNP. RS ASSpy Which irrigation district does this property lie within? Primary irrigation source: Secondary: Square footage of landscaped areas to be irrigated (if primary or secondary point of connection is City water): 3- 9 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 structures excl.garage): u () ( 9�100 Proposed building height: �_ Minimum property size (s.f): J .3-1(o g, l . Average property size (s.f.): I , � 94 5 Gross density (DU/acre-total land): an 131 Net density (DU/acre-excluding roads & alleys): X32S_ Percentage of open space provided: 2-1 % Acreage of open space: . D6 Percentage of useable open space: .21 % (See Chapter 3, Article G, for qualified open space) Type of open space provided in acres (i.e., landscaping, public, common, etc): CO MMnN Type of dwelling(s) proposed: ❑ Single-family O(Townhomes ❑ Duplexes ❑ Multi -family Non-residential Project Summary (if applicable) Number of building lots: Other lots: Gross floor area proposed: Existing (if applicable): Hours of operation (days and hours): Percentage of site/project devoted to the following: Landscaping: Total number of employees: Building: Building height: Paving: Seating capacity: Total number of parking spaces provided: Number of compact spaces provided: Maximum number of employees at any one time: Number and ages of students/children (if applicable): Authorization Print applicant name: (J� SIMP-SON Applicant signature: I 60 . W ower Lane, Suite 202 • Meridian, Idaho 83642ate: J 1 y /n� Phone: (208) -5533 Facsimile: (208) 888-6854 • Website: www.meridiancity.org 2 1010 S. Allante Place, Suite 100 Boise, Idaho 83709 Telephone 208 336-8370 Fax 208 336-8380 www.brsarchitects.com Date: 15 March 2007 City of Meridian Planning Department 660 East Watertower, Suite 202 Meridian, Idaho 83642-2300 Re: Shaylee Subdivision To Whom It May Concern: BRS Architects, on behalf of Talon Construction, is requesting a Conditional Use Permit to construct six townhouses in the new O-T district which deviate from the requirements of the Design Guidelines. The property is currently two lots in the C-C district, each with an existing structure which will remain, but will be subdivided into nine separate lots and re -zoned to the O-T district (see accompanying Preliminary Plat and Re -Zone applications). The two re -defined westerly lots will have new parking areas developed behind the exiting structures that remain, but the buildings themselves will not be modified. The townhouses will be developed on the Seven lots to the East (six building lots and one common area lot). This Conditional Use Permit application only considers the seven Easterly lots. Any future renovation of the existing structures will be done under the requirements of the O-T District. The design guidelines for the O-T district primarily address commercial structures fronting the street and do not adequately address residential uses or account for structures located behind those fronting on the street. The proposed townhouses are located more than 140' from the street and are behind the two existing structures which will remain. The new buildings have been designed to create interest through modulations of the roof line and fagade as well as a mix of stone, wood siding and shingle finish materials. This design should fit in well with the intent of the district and will be a positive addition to the area. We do not meet, however, some of the requirements of the district for glazing area, balcony heights and parapets which are not readily achievable in residential structures and which may not be applicable to buildings located in the rear of a development. Therefore, we request a Conditional Use Permit, in conjunction with a Preliminary Plat and Re -Zone, to construct six new townhouses that do not conform to the Design Guidelines of the O-T district We feel that this project can succeed in helping the city of Meridian in achieving the goals of the Old Town district and will be a great addition to the community. I trust that you will agree and that a positive response will result, but if you have any questions or concerns please do not hesitate to call. Sincerely, 4 Doug Simpson BRS ARCHITECTS m cCL O m t U) I c o� m C6 m U � 1WY p N�`ff iIN``aa aVW`i p' ; d U wuia Yd LU } a Hit, ISV3 -- m W EAST 3RD i-i-T-- t -i o CO 744-7— co i W Hit, ISV3 I aas Isv3. i I J iL UM,! w�a t a l IS 4 LS3M "i V mid _ ~ 141S�M I 1 IF- C O)� K U ' i ( -I_ ..--ff � N (-JS3M: g �dO N NZ 1S3M ! ui ct: cn g .j t` w Q moQ a Tp aM>� X` (INC 1S3M E Ea o t ! o zNf Ii' J E �O E — LJ� L-_� Q cao7 A U) o LmC _ ca T-T, Al�t.—..•.� o p r WEsl 5 N to _ o aZ o wm— y� HIS IS3M ) Z C Q i O O fO co L m �7' j t11 � L (_...F <t a E- p o 60 U (Y Z c a. da�o t Q cl E aoi a L w r N 11 i R i 1A911 OrBG0.HC 2 /u yN� yyyAp+l pyp f-y11�A1t -O FFF'''��� ZyyZ �A m � M A 00 oN e '� � o eo `�+6 om $ s a • _g i� mZ CAA a p S.- J�I2 � \�■\! § §§S ) §U)~ @ / m § ■ ., \ � \ (� \ \ / \ j � NORTH MERIDIAN � _,— _ry �HQY LEE ESTATES � oL _\ /§\ ---- ;14 / ,m][A _`- ^ _* _ cwTECS 03/16/2007 11:43 2083226E MATERIAL TESTING -wove wy� I _ f I W I � 2 Imo• (�� I i � CI r r-r r rr-v r r� � I I M I I I y JI I I a I � I p i I , y I Z ° I � � I ya '*• z I I I ; I = I C - � I I •J I I i IIle A a 1 �ryry 1; pWIu00MlI.AIIRY o s a TALON DEVELOPMENT ADWAZ .mom.. �JI M _1+�� (1j°�lO ; (�.9IANTF pL wNO� MR a 3 37D A RCHITSCTS PAGE 07/07 Hearing Date: June 7, 2007 File No.: RZ-07-011 Project Name: Shaylee Estates Request: Rezone of 0.77 of an acre from C-C to O-T zone, by Tealey's Land Surveying. Location: 1402 & 1404 N. Meridian Road, in Section 7, T.3N., R.1 E. File No.: PP-07-010 Request: Preliminary Plat of 2 office building lots, 6 single-family residential building lots, & 1 common lot on 0.77 of an acre in a proposed O-T zone. File No.: CUP-07-010 Request: Conditional Use Permit to construct 6 townhomes in a proposed O-T zone that do not meet the criteria of the Downtown Meridian Design Guidelines. 4 APR 1 ?7 City erkodia, ffice TEALEY'S LAND 187 E. 50th Street, Garden City, ID 83714 SURVEYING (208) 385-0636 Fax (208) 385-0696 Email: ddodson(cbtealeys com TRANSMITTAL To: Anna Canning -Borchers Date: March 12, 2007 Meridian City Planning and Zoning Re: Shaylee Subdivision - INTENT Job No.: 3079 ( X ) For your action ( ) For your review Transmitted By: Donna Dodson Dear: Anna, The intent to propose rezoning and submit this Preliminary plat is to Develop Old Town Downtown to meet new OT Zoning standards. To improve and provide Old Town living. Sincerely, Donna Dodson E-mail: ddodson(cbtealeys com ADA COUNTY RECORDER J. DAVID NAVARRO AMOUNT 6.00 BOISE IDAun 08/31/06 04:16 PM Pioneer !1 DEPUTE Irby V o RECOR�ft.,AEOUESTOF 106141235 r. 8151 W. Rifleman Ave. / Boise, Idaho 83704 (208)377-2700 1140 �qu- PERSONAL REPRESENTATIVE'S DEED This Personal Representative's Deed is made this 30th day of Au ust, 2006, by Grantor, Paula J. McGoldrick Collier, Personal Representative for the Estate of Betty Jean (McGoldrick) Yerrineton deceased, being the duly qualified personal representative of such Estate filed as Ada County Probate No. CV-IE 0609262, and does for valuable consideration, hereby sell and convey to Marc A. Johnson and Kimberlee K. Johnson, husband and wife, Grantee, whose address is 12389 W. Bowmont Street Boise ID 83713, the following described real property situated in Ada County, Idaho: See Attached Exhibit "A" together will all appurtenances pertaining thereto. Paula J. McGoldrick Collier, Personal Representative of the Estate of Betty Jean - (McGoldrick) Yerrington deceased STATE OF IDAHO ss. County of Blauie On this i4b day of August 2006, before me, , a Notary Public in and for said State, personally appeared Paula J. McGoldrick Collier, Personal Representative of the Estate of Betty Jean (McGoldrick) Yerrington, deceased, known or identified to me to be the person whose name is subscribed to the within instrument and acknowledged to me that he/she executed the same as such Personal Representative IN WITNESS WHEREOF, 1 have hereunto set my hand and affixed my official seal in said County the day and year first above written. n 06tary Public for Idaho Residing at: dc4t.an TP Commission L�i S 7 o If Expires: Exhibit "A"AIM - Error: AutoText 'Ei>' '21OC' not found. BegA%d at the Southwest corner of Block 4 of F. A. Nourse's Thi'NOMAlition to Meridian, Ada County, Idaho. the real place of beginning; Thence North 70 feet along the West boundary of said Block 4 to a point; Thence East parallel with the South boundary of said Block 4 a distance of 223.15 feet to a point; Thence South parallel with the West boundary of Block 4 to a point on the South boundary of said Block 4; Thence West to the point of beginning. Parcel No.: 03-R6129020550 PioneerTitlek 6 D 1 rY 6 6 f YD M D 8151 W. Rifleman Ave. / Boise Idaho 83704 / (208) 377-2700 ADA COUNTY RECORDER J. DAVID NAVARRO AMOUNT 6.00 2 BOISE IDAHO '106 04:20 PM DEPUTY Pat' npson RECORDED —R UESTOF IIIIIII'lllll'IIII'I�I'll'II'IIIII'�I Pioneer 1061,87272 WARRANTY DEED For Value Received Mel A. Lacy and Debra L. Lacy, husband and wife hereinafter referred to as Grantor, does hereby grant, bargain, sell, warrant and convey unto Marc A. Johnson and Kimberlee K. Johnson, husband and wife hereinafter referred to as Grantee, whose current address is 1402 N. Meridian Rd., Meridian, ID 83646 the following described premises, to -wit: SEE EXHIBIT A ATTACHED HERETO AND MADE A PART HEREOF. To HAVE AND TO HOLD the said premises, with thew appurtenances unto the said Grantee, his heirs and assigns forever. And the said Grantor does hereby covenant to and with the said Grantee, that Grantor is the owner in fee simple of said premises; that said prenises are free fi-om all encumbrances except current years taxes, levies, and assessments, and except U.S. Patent reservations, restrictions, easements of record, and easements visible upon the premises, and that Grantor will warrant and defend the same from all claims whatsoever. Dated: November 30, 2006 i (� r Mel A. Lacy Debra L Lacy STATE OF IDAHOCounty of ADA, ss. On this day of January, in the year of 2006, before me the undersigned, notary public personally appeared Mel A. Lacy and Debra L. Lacy known or identified to me to be the person/persons whose name is/are subscribed to the within instrument, and acknowledged to me that he/she/they executed the same. TA • • • •• :.� • • No •; p Tamr DeJournett a ;• v 9 - 70 Notary Public of ID 10 = Z Residing at Meridian, ID y O f f ; yy`; Commission expires: September 1.1, 2010 EXHIBIT Parcel I Beginning at the Southwest comer of Block 4 of amended F.A. Nourse's Third Addition to Meridian, as shown on the official plat thereof, filed in Book 7 of Plats at Page 299; records of Ada County, Idaho; thence North along the West boundary of said Block 4 a distance of 70 feet to the REAL PLACE OF BEGINNING; thence North a distance of 60 feet to a point on the West boundary of said Block 4; thence East parallel with the North boundary of said Block 4 a distance of 150 feet to a point; thence South parallel with the West boundary of said Block 4 a distance of 60 feet to a point; thence West parallel with the South boundary of said Block 4, to the REAL PLACE OF BEGINNING. Parcel II Beginning at the Southwest comer of Block 4 of amended F.A. Nourse's Addition to Meridian, as shown on the official plat thereof, filed in Book 7 of Plats at Page 299, records of Ada County, Idaho;thence North 70 feet, thence East 150 feet to the REAL POINT OF BEGINNING; thence East 73.5 feet; thence North 60 feet; thence West 73.5 feet; thence South 60 feet to the REAL POINT OF BEGINNING AFFIDAVIT OF LEGAL INTEREST STATE OF IDAHO ) COUNTY OF ADA ) I, A/1ar,C J'q��s��� / (name) (city) being first duly sworn upon, oath, depose and say: 40Z /r/ A4e,vid0at �Ct ti (address) (state) That I am the record owner of the property described on the attached, and I grant my permission to: 16 LS At=CW (?'ffG%5 Siwty°so�y leis if. A".*Nrv- pj. otoo (name) (address) to submit the accompanying application(s) pertaining to that property. 2. I agree to indemnify, defend and hold the City of Meridian and its employees harmless from any claim or liability resulting from any dispute as to the statements contained herein or as to the ownership of the property which is the subject of the application. 3. I hereby grant permission to City of Meridian staff to enter the subject property for the purpose of site inspections related to processing said application(s). Dated this 9 �" day of v ` a �� , 20 0 7 (Signature) SUBSCRIBED AND SWORN to before me the day and year first above written. �. CIA D. '•, �.• ,SQL •000.0000'J (Notary Public for Idaho) rp • . Residing at: _, N AVB L1G •�: My Commission Expires: AFFIDAVIT OF LEGAL INTEREST STATE OF IDAHO ) COUNTY OF ADA ) �e— (name) (address) (city) (state) being first duly sworn upon, oath, depose and say: That I am the record owner of the property described on the attached, and I grant my permission to: ( ame) (address) to submit the accompanying application(s) pertaining to that property. 2. 1 agree to indemnify, defend and hold the City of Meridian and its employees harmless from any claim or liability resulting from any dispute as to the statements contained herein or as to the ownership of the property which is the subject of the application. 3. I hereby grant permission to City of Meridian staff to enter the subject property for the purpose of site inspections related to processing said application(s). Dated this day of Aot/ d* z , 20 6 (Signature) SUBSCRIBED AND SWORN to before me the day and year first above written. uurrgrrri ���•�e+�'"N 0'+,+� (Notary Public for Idaho) siding at: a My Commission Expires: 29-D 7 e1b Gd' rrrrer�r�i���c z W o n cc o0 =m 7 a Sg CO O ff Z � J & o H F= i N 6 Lu _ L 5:cx 1--I P. cru W a a ig 6nQ rh ILL OT�C/-� d� .e N �+ _31r 3 I{5yym W m III IW ti Y G CD O O C) a z ur z � — .LB'001 M .61jiZ.00 S 1 S 00.22-5 • E R9.98' j M I r I I NI S 00'22'55' E 64.99' Wj SS OD'22:55• E 64.99' IE 64.99' I 3 00.22'S5' E 64.99' S 00'22'55' E 64.99' 1 I I K jn .69 ' I I I I S 00.22'55' E 64.99' 1 I S 00'22155• E 64.99' I I o _ I I I I � ml 1 W I J IN J U {� N I I aN� ID > �W OI a I I W Yp � zo n �! o Z cn ml �F I I m co 19 zl IS W I I ^Iy W wT✓ I I L w I � I 1 I I F I I !>! I 1 I I 4 I •c\ I � j �� .00'G9 I� of N C6'llb M.61.fL.003 _ — .00'OEI 3 .61.4Z.00 N 66'6091 n .w.6z—oo� N OtlOM NivaiM3W H1MON { .96'IO2 A .6149.00 S TEALLY'S LAND 187 E. 50th Street • Garden City, Idaho 83714 SURVEYING (208) 385-0636 a] Fax (208) 385-0696 Project. No.: 3079 Date: March 2, 2007 DESCRIPTION FOR O-T DISTRICT PROPOSED SHAYLEE SUBDIVISION A parcel of land being a portion of the NW 1/4 of Section 7, T.3N., R.1E., B.M., and a portion of Block 4 of F.A. Nourse's Third Addition, as filed for record in the office of the Ada County Recorder, Boise, Idaho in Book 6 of Plats at page 289, Meridian, Ada County, Idaho and more particularly described as follows: Commencing at a brass cap marking the Northwest corner of said Section 7, thence along the West boundary of said Section 7, which is also the centerline of North Meridian Road South 00°24'19" West 911.97 feet to the POINT OF BEGINNING; thence leaving said centerline along a line North of and parallel with the North boundary of said Block 4 North 89037'05" East 263.11 feet to a point on the North -South centerline of said Block 4; thence along said centerline South 00028'48" West 29.13 feet to a point; thence leaving said centerline North 89037'05" East 0.08 feet to a point; thence along a line East of and parallel with said West boundary of Block 4 South 00024'19" West 100.87 feet to a point on said South boundary of Block 4; thence along said South boundary and South boundary extended South 89037'05" West 263.15 feet to a point on said West boundary of Section 7; thence along said West boundary North 00024'19" East 130.00 feet to the POINT OF BEGINNING, Said parcel of land contains 0.785 acre, more or less. .P VAL REV t W BY � wpRKS DEP�IC W:130791Docs13079-rezone-des.doc - jdc LA&D $ '-43470 .'64 ❑�Sr4AYLI-I=� - ---------------------------- Parcel name: LOT 1❑ North: 9088.31 East 10033.55 ❑ Line Course: N 89-37-05 E Length: 126.92 ❑ North: 9089.16 East : 10160.47 p Line' Course: S 00-22-55 E Length: 64.99 North: 9024.17 East : 10160.90 ❑ Line Course: S 89-37-05 W Length: 127.81 ❑ North: 9023.32 East 10033.10 ❑ Line Course: N 00-24-19 E Length: 65.00 ❑ North: 9088.32 East 10033.56 ❑ Perimeter: 384.72 Area: 8,278 Sq Ft 0.19 Ac.❑ Mapcheck Closure - (Uses listed courses, radii, and deltas)❑ Error Closure: 0.00 Course: N 37-52-18 E❑ Error North: 0.004 East 0.003 ❑ Precision 1: 384,720,000.00 ❑ El ------------------------------------------------------ Parcel name: LOT 2❑ North: 9024.17 East 10160.90 ❑ Line Course: N 00-22-55 W Length: 64.99 ❑ North: 9089.16 East 10160.47 ❑ Line Course: N 89-37-05 E Length: 27.33 ❑ North: 9089.34 East 10187.80 ❑ Line Course: S 00-22-55 E Length: 64.99 ❑ North: 9024.35 East 10188.23 ❑ Line Course: S 89-37-05 W Length: 27.33 ❑ North: 9024.17 East 10160.90 ❑ Perimeter: 184.64 Area: 1,776 Sq Ft 0.04 Ac.❑ Mapcheck Closure - (Uses listed courses, radii, and deltas)❑ Error Closure: 0.00 Course: S 90-00-0`0 E❑ Error North: 0.000 East : 0.000 ❑ Precision 1: 184,640,000.00 ❑ ❑ G ------------------------------------------------------ ❑ Parcel name: LOT 30 El North: 9089.34 East 10187.80 ❑ Line Course: N 89-37-05 E Length: 23.33 ❑ North: 9089.50 East 10211.13 ❑ Line Course: S 00-22-55 E Length: 64.99 ❑ North: 9024.51 East : 10211.56 ❑ Line Course: S 89-37-05 W Length: 23.33 ❑ North: 9024.35 East 10188.23 ❑ Line Course: N 00-22-55 W Length: 64.99 p North: 9089.34 East : 10187.80 p ❑ Perimeter: 176.64 Area: 1,516 Sq Ft 0.03 Ac.❑ Mapcheck Closure - (Uses listed courses, radii, and deltas)❑ Error Closure: 0.00 Course: S 90-00-00 E❑ Error North: 0.000 V East 0.000 J Precision 1: 176,640,000.00 ❑ ❑ ---------------------------------------------------------------------------❑ ❑ Parcel name: LOT 40 North: 9089.50 East 10211.13 ❑ Line Course: N 89-37-05 E Length: 27.33 ❑ North: 9089.68 East : 10238.46 Line Course: S 00-22-55 E Length: 64.99 ❑ North: 9024.69 East 10238.89 ❑ Line Course: S 89-37-05 W Length: 27.33 ❑ North: 9024.51 East 10211.56 ❑ Line Course: N 00-22-55 W Length: 64.99 ❑ North: 9089.50 East 10211.13 0 Perimeter: 184.64 Area: 1,776 Sq Ft 0.04 Ac.❑ Mapcheck Closure - (Uses listed courses, radii, and deltas)❑ Error Closure: 0.00 Course: S 90-00-00 E❑ Error North: 0.000 East : 0.000 ❑ Precision 1: 184,640,000.00 ❑. ---------------------------------------------------------------------------❑ Parcel name: LOT 50 North: 9089.68 East 10238.46 ❑ Line Course: N 89-37-05 E Length: 18.20 North: 9089.80 East : 10256.66 u Line Course: S 00-28-48 W Length: 29.13 ❑ North: 9060.67 East : 10256.41 ❑ Line Course: N 89-37-05 E Length: 0.08 ❑ North: 9060.67 East 10256.49 ❑ Line Course: S 00-24-19 W Length: 100.87 ❑ North: 8959.80 East 10255.78 ❑ Line Course: S 89-37-05 W Length: 16.45 ❑ North: 8959.69 East 10239.33 ❑ Line Course: N 00-22-55 W Length: 129.98 ❑ North: 9089.67 East 10238.46 ❑ Perimeter: 294.71 Area: 2,253 Sq Ft 0.05 Ac.❑ Mapcheck Closure - (Uses listed courses, radii, and deltas)❑ Error Closure: 0.01 Course: S 39-52-30 E❑ Error North: -0.007 East 0.006 ❑ Precision 1: 29,471.00 ❑ ---------------------------------------------------------------------------❑ Parcel name: LOT 6❑ North: 8959.70 East 10239.32 ❑ Line Course: S 89-37-05 W Length: 27.33 ❑ North: 8959.51 East : 10211.99 ❑ Line Course: N 00-22-55 W Length: 64.99 ❑ North: 9024.50 East 10211.56 ❑ Line Course: N 89-37-05 E Length: 27.33 ❑ North: 9024.69 East : 10238.89 ❑ Line Course: S 00-22-55 E Length: 64.99 ❑ North: 8959.70 East : 10239.32 ❑ Perimeter: 184.64 Area: 1,776 Sq Ft 0.04 Ac.❑ Mapcheck Closure - (Uses listed courses, radii, and deltas)❑ Error Closure: 0.00 Course: S 90-00-00 E❑ Error North: 0.000 East : 0.000 ❑ Precision 1: 184,640,000.00 ❑ ---------------------------------------------------------------------------❑ Parcel name: LOT 70 North: 8959.51 East : 10211.99 ❑ Line Course: S 89-37-05 W Length: 23.33 ❑ North: 8959.36 East 10188.67 ❑ Line Course: N 00-22-55 W Length: 64.99 ❑ North: 9024.35 East 10188.23 ❑ Line Course: N 89-37-05 E Length: 23.33 ❑ North: 9024.50 East 10211.56 ❑ Line Course: S 00-22-55 E Length: 64.99 ❑ North: 8959.51 East 10211.99 ❑ Perimeter: 176.64 Area: 1,516 Sq Ft 0.03 Ac.❑ ❑ Mapcheck Closure - (Uses listed courses, radii, and deltas)❑ Error Closure: 0.00 Course: S 90-00-00 E❑ Error North: 0.000 East : 0.000 ❑ Precision 1: 176,640,000.00 ❑ ❑ -------------------------------------------------------------- Parcel name: LOT 80 North: 8959.18 East : 10161.34 ❑ Line Course: N 00-22-55 W Length: 64.99 ❑ North: 9024.17 East 10160.90 ❑ Line Course: N 89-37-05 E Length: 27.33 ❑ North: 9024.35 East 10188.23 ❑ Line Course: S 00-22-55 E Length: 64.99 ❑ North: 8959.36 East 10188.67 ❑ Line Course: S 89-37-05 W Length: 27.33 ❑ North: 8959.18 East 10161.34 ❑ Perimeter: 184.64 Area: 1,776 Sq Ft 0.04 Ac.❑ Mapcheck Closure- (Uses listed courses, radii,_and deltas)[] Error Closure: 0.00 Course: S 90-00-00 E❑ Error North: 0.000 East : 0.000 ❑ Precision 1: 184,640,000.00 ❑ ❑ ---------------------------------------------------------- Parcel name: LOT 90 North: 8959.18 East : 10161.34 ❑ Line Course: S 89-37-05 W Length: 128.71 ❑ North: 8958.32 East 10032.63 ❑ Line Course: N 00-24-19 E Length: 65.00 ❑ North: 9023.32 East : 10033.09. ❑ Line Course: N 89-37-05 E Length: 127.81 0 MCCLOI V North: 9024.17 East 10160.90 G Line Course: S 00-22-55 E Length: 64.99 ❑ North: 8959.18 East 10161.33 Perimeter: 386.51 Area: 8,336 Sq Ft 0.19 Ac.❑ Mapcheck Closure - (Uses listed courses, radii, and deltas)❑ Error Closure: 0.01 Course: N 61-18-99 WO Error North: 0.004 East : -0.007 ❑ Precision 1: 38,651.00 ❑ TEALEY'S LAND SURVEYING Project. No.: 3079 Date: March 2, 2007 187 E. 50th Street ® Garden City, Idaho 83714 (208) 385-0636 Fax (208) 385-0696 DESCRIPTION FOR PROPOSED SHAYLEE SUBDIVISION A parcel of land being a portion of Block 4 of F.A. Nourse's Third Addition, as filed for record in the office of the Ada County Recorder, Boise, Idaho in Book 6 of Plats at page 289 lying in the NW 1/4 of Section 7, T.3N., RAE., B.M., Meridian, Ada County, Idaho and more particularly described as follows: Commencing at a brass cap marking the Northwest corner of said Section 7, thence along the West boundary of said Section 7, which is also the centerline of North Meridian Road South 00024'19" West 1041.97 feet to a point on the extended South boundary of said Lot 4; thence along said extended South boundary North 89037'05" East 40.00 feet to a brass cap marking the Southwest corner of said Block 4, said point being the POINT OF BEGINNING; thence along the West boundary of said Block 4 North 00024'19" East 130.00 feet to an iron pin; thence along a line South of and parallel with the North boundary of said Block 4 North 89°37'05" East 223.11 feet, formerly 223.52 feet, to an iron pin on the North -South centerline of said Block 4; thence along said centerline South 00028'48" West 29.13 feet to an iron pin; thence leaving said centerline North 89037'05" East 0.08 feet to an iron pin; thence along a line East of and parallel with said West boundary of Block 4 South 00024'19" West 100.87 feet, formerly 101 feet, to an iron pin on said South boundary of Block 4; thence along said South boundary and South boundary extended South 89°37'05" West 223.15 feet to the POINT OF BEGINNING, Said parcel of land contains 0.666 acre, more or less. UP-0 3. of WA3079100cs13079-plat-des. doc - jdc VIVO, � of Meridian Pre -a ration Media Notes Date: 1- c3--0-1 Project/Subdivision Name: ki mber lee _ s-ta+eS Applicant/Contact: Marc. �d►�ns.-,,dre, (BPS) City Staff .�na; �r,ya rni>Le - Location: lgo-L r IH ►y N. rn�„d� a•, Rd . Existing Zoning: C- C Contiguous and Within AOI AZ only):`(es Proposed Zoning: O-T --- Number of Units and/or Lots: I o4& l Property Size:a. tae, acre _q der pap. Dwelling Type (if residential): Surrounding Uses: CAtsynmercPo_J /res AemH-Xl Comprehensive Plan Designation(s). old T611- n Street Buffers and/or Land Use Buffers: — Open Space/Amenities/Pathways: Street System/Stub Streets/Access: no rtiew �N,Y, r"Are Sewer and Water Service: �%,, M ,,, �.a h _ � Topography/Hydrology/Floodplam Issues: NA Canals/Ditches/Irrigation and/or Hazards: History: Plat --Fed as No u rse' Third L4d 4g- , Additional Meeting Notes: M u mil- cam, P 11 w ( Standards p' o --T d 7 stri ct_ r-er u pG 1 1Zp q f D5Wn-Fa,Am M�r1���n ,7?sL�*� (—iyi PlinoS All �,.�., a.,• r—T `�'l i,�s��r. ��ria� S-}-ahcLards p-er UDC /1-2 iota.. Other Agencies/ e Y rtments to Contact (circle): Ada CounhD wa D_ i�tric Nampa and Meridian Irrigation Parks Department Idaho Transportation Department Settlers Irrigation Public Works Department Sanitary Services Corporation Fire Department Building Department Central District Health Police Department Other: Applications Required (circle all that apply): Accessory Use Design Review ort P at iy ,�a.bk 4a over urc 11-6 Alternative Compliance o11' ' e �►tiiP"`l "011'1 W or P Final Plat Modification Time Extension Yreli'r.an. Fi Annexation Misc. (DA Modification) UDC Text Amendment Certificate of Zoning Compliance Planned Unit elopment Vacation Comp Plan Map Amendment re imin P R-04PW�Q Variance Comp Plan Text Amendment Private Street Other: i6ok onditiona Use Permit _� ezo Additional Pyre-APy ti! �CnflrRe qMuir d J�---� quired Anticipated Submission Date: 2����07 Anticipated Hearing Date: Mgr (� NOTES: 1) Applicants are required to hold a neighborhood meeting, in accordance with UDC 11-5A-5C, prior to submittal of an application requiring a public hearing. 2) Except for UDC Text Amendments, Comprehensive Plan Text Amendments and Vacation applications, all other applications requiring a public hearing shall be posted in accordance with UDC 11-5A-5 D. 3) The information provided during this meeting is based on current City Code and Comprehensive Plan. Any subsequent changes to City Code and/or the Comprehensive Plan may affect your submittal and/or application. This pre -application meeting shall be valid for 6 months. Mar,14, 2007 4:12PM Tealey"s Landsurveying No.3129 P. 1/1 Shade Subdivision Neighborhood Meeting Siff in Sheet March 7th, 2007 6:00pm t Name lAddress Signature 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/agen signature ,2 -,2 7 - a 7 Date 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. i 3 1 D�- A icant/ag signat Date RE: Subdivision Name Reservation Pagel of 2 Donna Dodson From: David Couch [dscouch@adaweb.net] Sent: Monday, February 26, 2007 7:48 AM To: Donna Dodson Subject: RE: Subdivision Name Reservation February 26, 2007 Donna Dodson Tealeys Land Surveying RE: Subdivision Name Reservation SHAYLEE SUBDIVISION Dear Applicant, At your request, I will reserve the name "SHAYLEE 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. Sincerely, David J. Couch, PLS Ada County Surveyor For procedure on reserving subdivision names go to: http://www_adaweb,net/devserv/survey/R_subname.h_tm Check out the list of subdivision names at: http://www.adaweb.net/deyserv/surve /subnames.htm -----Original Message ----- From: Donna Dodson [mailto:ddodson@tealeys.com] Sent: Friday, February 23, 2007 11:54 AM To: David Couch Subject: Subdivision Name Reservation David, Our client would like to reserve one of the following names for their Subdivision. NW 1/4 Section 7, T3N RIE 1st Choice Kimberlee Estates 2nd Choice Kimber Lee Estates 3rd Choice Eagle Estates 4th Choice Shaylee Estates 2/26/07 RE: Subdivision Name Reservation Page 2 of 2 Please advise which name is acceptable. Thank you, Donna Dodson Project Coordinator Tealey's Land Surveying 208-385-0636 2/26/07 03/16/2007 11:43 2083226F'7 MATERIAL TESTING PAGE 01/07 MATERIALS'' March 16, 2007 TESTING & Page 9 1 of INSPECTION J Environmental Services (3 Geotechnical Enclineering Construction Materiels Testing U S ecial Inspections rA)wse12007 reports1400-599\b7040gg1groundwoter letter doc Mr. Marc Johnson Talon Construction Company, Inc. 1402 N. Meridian Road Meridian, Idaho 83642 (208) 375-1401 Re: .Limited Sub -surface Investigation .Proposed Residential Development Shylee Subdivision 1402 N. Meridian Road Meridian, Idaho Dear Mr —Johnson, At your request, MTl has performed a limited sub -surface investigation for the above mentioned project. This investigation was conducted. to develop information about local groundwater conditions. The one test pit advanced by the contractor, should be properly backfilled and compacted if structural elements arc to be located above:. Soils exposed in the test pit sidewalls were logged in accordance with the Unified Soil Classification System, and are noted within the test pit log, attached. Soil And Sediment Profile: One test pit was advanced to a depth of 15.7 feet below ground Surface (bgs). Groundwater was present at a depth of 15.7 feet bgs. Because of the limited view gained by this test pit variation of soil profile across the site should be anticipated. Cemented Sandy Silt (ML) - Light brown, slightly moist, very stiff to bard, sandy silt soils were observed at ground surface. Fine-grained sand was observed throughout the sandy silt soils, and organic ina.terial was present generally within the upper 10 inches. A weak to moderately cemented lens was observed between 4.5 to 7.0 feet bgs. Sandy silt soils were noted at the surface and extending to depths of 7.3 feet bgs. Poorly -Graded Sandy Gravel (GP) - Light brown. slightly moist, medium dense to dense, poorly -graded gravel ,sediments were observed under the cemented sandy silt horizon. Fine-grained sand and gravels of up to 1 inch in diameter were present within this sediment. Poorly -graded gravel sediments were .noted between 7.3 to 9.4 feet bgs. Cemented Sandy Silt (.ML) - Underlying poorly graded sandy gravel, brown, slightly moist, weakly cemented, sandy silt was observed. Cemented sandy silt soils were noted to depths of 9A to 12.4 feet bgs. Poorly -Graded Sandy Gravel ((-,,P) - Light brown, slightly moist to saturated, medium dense to dense, poorly -graded gravel sediments were observed under the cemented sandy silt horizon. Fine to medium - grained sand and cobbles of up to 3 inches in diameter were present within this sediment. Poorly -graded gravel sediments extended beyond the ten>nination depths of this test pit. The test pit wall was generally stable except through the poorly graded sandy gravel between 7.3 to 9.4 feet bgs and below 12.4 feet bgs. Excavations through granular sediments, particularly after penetrating the water table, will have a propensity for sloughing or caving. Copyright 0 2007 Materielk Tenting & inspection, Inc 2791 South Victory View way - Boise, ID 83709 - (208) 376-4748 - Fax (206) 322 6515 E-Mail mtiOmti-id.com - www,mtl-id.t:om 03/16/2007 11:43 20832265— MATERIAL TESTING PAGE 02/07 MATERIALS`' ... TESTING & March l6. 2007 Page # 3 of h INSPECTION 0 Environmental Services U GeotechnicaI Engineering a Construction Materials Testing Clqno, i,, rAhrns62007 reports\400-599\b7040$g\groundwitcr letter.doc We appreciate this opportunity to be of service to you and we look forward to working with you in the future. if you have questions please call its at (208) 376-4749. )ZESS/0' .Respectfully Submitted, � Materials Testing & Inspection, Inc. y' KEVIN L. 0 u SCHROEDER 964 Charles Kaiser, E.I.T. Sta f f F. ngineel- Enclosures: Warrinty, Gcntechnical General Notes, United Soil Classification System, Test Pit Lug. W Reviewed by: ke16 i e' Geolechnical Services Manager Reviewed by General Mar �-b7 Copyright CQ 2007 Ma.tcrials Testing & InsJ+ectipn, Jnc. 2791 South Victory view Way - Boisa, 10 83709 - (208) 376-4748 - Fax (208) 322-6515 E-Mail mti@mti-id corn 0 www.mtkid,com 03/16/2007 11:43 20832265's 16 MATERIALS` TESTING & INSPECTION Ll Environmental seryices O Geotechnical En Groundwater MATERIAL TESTING -1 PAGE 03/07 March 16, 2007 Pagc # 2 of 6 U r\boise12007 reports\400-599\b70408g\groundw».tcr letter.doc Groundwater was encountered during the field investigation at a depth of 15.7 feet bgs. Soil moistures in the test pit was generally slightly moist within surficial soils. Between 73 and 12.4 feet, soil moisture remained constant at slightly moist through the poorly graded sandy gravel and sandy silt. Within the poorly -graded sandy gravel, soil moisture graded from slightly moist to saturated as the water table was approached and penetrated. Groundwater levels in the site vicinity are controlled in. large part by residential and commercial irrigation activity in the local area. Maximum groundwater elevations likely occur during irrigation season. Estimating seasonal groundwater level fluctuation is problematic without regular monitoring. However, during previous explorations performed in June 2006, July 2006 and October 2006, each within approximately 0.6 mile of the project site, groundwater was noted within numerous test pits at depths of between 13.5 and 15.4 feet bgs- Weak to moderate cementation was noted to a depth of 12.4 feet bgs. Typically, groundwater will remove cementation. if the water level bas raised to this level consistently through recent times, Therefore, based on evidence of this ijavestigation and background knowledge of the area, MTl anticipates groundwater depths to remain greater than 12.5 feet bgs throughout the year. This depth is an estimate. Soil Infiltration .Rates Soil permeability, which was not tested in the field, is a measure of the ability of a soil to transmit a fluid. Given die absence of these measurements, for this report an estimation of fluid transport is presented using generally recognized values for each soil type and gradation. Of soils comprising the generalized soil profile for this study, silt soils generally offer little permeability, with typical hydraulic infiltration rates of less than 2 inches per hour, though calcium carbonate cementation encountered within cemented silt soils May reduce this value to near zero. Sandy silt soils will exhibit infiltration rates of commonly from 4 to 8 inches per hour. Silty sand soils usually display rates of 6 to 18 inches per hour. Poorly -graded sand or gravel sediments typically exhibit infiltration values in. excess of 24 inches per hour. Infiltration testing is generally not required within these sediments as a result of the free -draining .nature. It is recommended that infiltration. facilities constructed on the site be extended into native sandy gravel sediments. Excavation depths of approximately 7.0 feet bgs minimum should be anticipated to expose these sandy gravel sediments. Because of the high soil permeability, ASTM C 33 filter sand, or equivalent, should be incorporated into design of infiltration facilities. An infiltration rate of 8 inches per hour should be used in design. Copyright ® 2007 Materials Testing & Inspection, Tnc. 2791 South Victory Vlew Way 0 Boise, ID 83709 • (208) 376.4748 • Fax (208) 3322-6515 E-Mail mtiOrnti-id,com • www.mll-ld.com 03/16/2007 11:43 20e32265'z OFMATGRIALS`' TESTING & INSPECTION 0 Environmental Services J Geoteehnical En Warranty And limiting Conditions: MATERIAL TESTING 91 PAGE 04/07 Murch 16, 2007 Page # 4 off.. C r'\hoisc\2007 reports\400-599\b70408g\grotmdwarer IctterAoc Field observations and research reported herein are considered sufficient in detail and scope to form a reasonable basis for the purposes cited above. MTl warrants that findings and conclusions contained herein have been formulated in accordance with generally accepted professional engineering practice in the fields of foundation engineering, soil mechanics, and engineering geology only for the site and project described in this report. These engineering methods have been developed to provide the client with information regarding apparent or potential engineering conditions relating to the site within the scope cited above and are necessarily limited to conditions observed at the time of the site visit and research. This report is also limited to information available at the tithe it was prepared. In the event additional information is provided to MTt following publication of our report, it will be forwarded to the client for evaluation in the foam received. There is a distinct possibility that conditions may exist that could not be identified within the scope of the investigation or that were not apparent during our site investigation.. Findings of this report are limited to data. collected. from noted explorations advanced and do not account for unidentified fill zones, unsuitable soil types or conditions, and variability in soil moisture and groundwater conditions. Upon commencement of construction, such conditions may be identified that required corrective actions; and these required. corrective actions may impact the project budget. This report was prepared for exclusive use of Talon Construction Company, Inc. and their retained design consultants ("Client"). Conclusions and recommendations presented in this report are based on the agreed -upon scope of work outlined in this report together with the Contract for Professional Services between the Client and Materials Testing and lnspcetion, Inc. ("Consultant"). Use or Misuse of this report, or reliance upon findings hereof, by parties other than the Client is at their own risk. Neither Client nor Consultant make representation of warranty to such other parties as to accuracy or completeness of this report or suitability of its use by such other parties for purposes whatsoever, known or unknown, to Client or Consultant. Neither Client nor Consultant shall have liability to indemnify or .hold harmless third parties for losses incurred by actual or purported use or misuse of this report. No other warranties are implied or expressed. Copyright m 2007 Materials Testing & inspection. inc 2791 South Victory Vlew Way • Boise. ID 83709 • (208) 376-4748 • Fax (208) 322-6515 E-Mail mti@ Mti-id.com • www.mti.id,com 03/16/2007 11:43 20832265-- faMATERIALS'' TESTING & INSPECTION u Environmental services u Genta Coarse -Grained Soils Vcry Loose: Loose: Medium Dense: Dense: Vcry Dense - MATERIAL TESTING PAGE 05/07 March 16, 2007 Pagc # 5 of'6 nical En ineerin Ll Construction Materials Testln U S ecial In ctions r;\boiseQ007 reports\400-599\b70408g\groundwater letter.doc Geotechnical General Notes RELATIvC DENSITY $PT Blow Counts <4 4-10 10-30 30-50 >5D TENCY CLASSIFICATION Fine -Grained Soils Very Soft: Soft' Medium Stiff: SPT 131ow CA <2 2-4 4-8 Stiff: Ve Stiff: Hard: T 15 15-30 >30 PARTICLE SIZE Boulders: >12 in. Coarse-Graincd Sand: 5 to 0.6 mm Silts: 0.075 to 0.005 mm Cobbles: 12 to 3 in. MediLitn-Grained Sand: 0.6 to 0.2 mm Clays! <0.005 min Gravel: 3 in, to 5 mm Finc-Grained Sand: 0.2 to 0.075 mm UNIFIED SOIL CLASSIFICATION SYSTEM Soil Descriptions Well -graded gravels; ZL=gravel/sand mixtures with little or no fines Major Divisions Symbol Coarse -Grained Soils 'SO"/n passes No.200 Sieve Gravel & Gravelly Soils <50/o coarse fraction p asses No.4 sieve GW GP Poorly -graded gravels; gravel/sand mixtures with little or no fines GM Silty gravels; poorly -graded gravel/sand/silt mixtures GC Clayey Y y gravels; poorly -graded gravel/sand/clay mixtures Sand & Sandy Soils >50s ro coarse traction asses No 4 sieve SW Well -graded sands; gravelly sands with little or no .fines SP Poorly -graded sands; gravelly sands with little or no fine SM Silty sands; poorly -graded sand/gravel/silt mixtures SC Clayey sands; poorly -graded sand/gravel/clay mixtures Inorganic silts; sandy, gravelly or clayey silts Fine Grained Soils >50% passes No•200 sieve Silts & Clays LL < 50 ML CL Lean clays; inorganic- gravelly, sandy, or silty, low to medium -plasticity clays OL Organic, low -plasticity clays and silts Silts & Clays LL > 50 MH CH Inorganic, elastic silts; sandy, gravelly or clayey elastic silts Fat clays; high -plasticity, inorganic clays OH HPT Organic, medium to high -plasticity clays and silts Peat, humus, hydric soils with high organic content Highly Organic Soils Copyright ® 2007 Materials Testing & lnspcction, Inc. 2791 South Victory View Way • Boise, ID 83709 • (208) 376-4748 • Fax (208) 322-6515 E-Mail mti@mti-id.com 0 www.mti-id.com 03/16/2007 11:43 20832265'- MATERIAL TESTING PAGE 06/07 MATERIALS' - March 16.2007 TESTING & Page # 6 of G INSPECTION ❑ Environmental Services U Geotechnical Engineering U Construction Materials Testing D S ecial Ins ectlons Oboisc\2007 reports\400-599\b704088\groundw2ter Ictter doe Geotechnical Investigation. Test Pit Log Test Pit Log #: TP-1 Date Advanced; 03/1.5/07 Logged By: Charles Kaiser, E-1-T, Excavated By; Client Supplied Baekhoe Location: Approx. Left Center of Lot Depth to Water Table: 15.7 Feet Depth to Bottom Of Hole: 15.7 Feet Depth b s Field Description and USCS Soil and Sediment Classification Sample T e Sample Depth Feet b s QP Lab Test 1:D Sandy Silt (ML): Tight brown, slightly moist, ►)e1y stiff'to hard, with fine-grained sand. 0.0-7.3 --Weak to moderate cementation between 4.5 to 7.0feet. 2.5-4.0 --Or• anies to 10 inches. 7.3-9.4 Poorly -Graded Sandy Gravel (GP): Light brown, slightly moist, medium dense to dense, 9.4-.12.4 tne- rained sand and 1-inch-minus ravel. Sandy Silt (ML): Brown, slightly moist, medium stiff to stiff, with fine-grained sai1d. -- Weak cementation throe bout. 12.4-15.7 Poorly -Graded Sa»dy Gravel (GP): Light brown, slightly moist to saturated, medium dense to dense, fine to medium -grained sand and 3-inch-minus cobbles. Copyright ® 2007 Materials Tcsting & Inspeciion. Inc. 2791 South Victory View Way • Boise. 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