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ZITY CLERK FILE CHECKLIST Project Name: Deklan Subdivision File No. Contact Name: Megan Johnson Phone: Date Received from Planning and Zoning Department: Planning and Zoning Level: Hearing Date: ❑X Transmittals to agencies and others: PP 07-002 246-8300 January 12, 2007 February 15, 2007 January 17, 2007 0 Notice to newspaper with publish dates: 29-Jan-07 and 12-Feb-07 ❑ Certifieds to property owners: lb hj ct3 &tq' I —1 q -07 434 ElPlanning and Zoning Commission Recommendation: ,� Approve ❑Deny Notes: City Council Level: Hearing Date: ❑ Transmittals to agencies and others: ❑ Notice to newspaper with publish dates: — S and 3 — j cj ❑ Certifieds to property owners: ❑ City Council Action: ❑ Approve ❑ Deny ❑ Findings / Conclusions / Order received from attorney on: Findings / Conclusions / Order: Reaelu°ana: Approved by Council: Original Fes I C°Py CeI Minute"ook Copy Fes I Copy C'm Ciy cleM CiyEi,pnear ❑ Copies Disbursed: City Planner City Atromey sleiDo°kers El Findings Recorded Project File Depuy Cleric COPY R./'y Pntl Ce A. County (CPAs) Development Agreement: Ayplicant(non-CPAs) Reear°e°°rdna <... Original MinureDo°k ❑ for signatures: State Copies to: Ciy Cleric Tte,Sent Srerer.A .. Treasrer, Pat°br. Azsesor ❑ Signed by all parties: S*Nng Co°!rers City All—ey Approved b Council: ❑ pp Y City Engineer City Planner ".,(ifI° App4cant ❑ Recorded: (if appl.) Deputy Clerk F'"'"�'°r°'" a,lrnat Minurebook C°Diasto. tfile nt Pr°j°° ❑ Copies Disbursed: City Engineer City Planner Ordinance No. Resolution No. City Artomey Deputy Clerk ❑ Approved by Council: " R—r° Vaca°°n Flndngs " R"°r"°°°°°'°p"'°"oAfFo. m°°� Original'.Fneproof File ❑ Recorded: Deadline: 10 days Coples N ftpacant Preece rile DiyEngineer Published in newspaper: ❑ CIN Planner City ty°mey DepuNpMe,k ❑ Copies Disbursed: Notes: �CITY OF �t�>PI>�d Y1�IG.YI� ``��, TRANSMITTALS TO AGENCIES FOR COMMENTS ON IDAHO `� DEVELOPMENT PROJECTS WITH THE CITY OF MERIDIAN insure that your comments and recommendations will be considered by it /u,T+tnsurxe V.w�v 1903 the Meridian Planning and Zoning Commission please submit your 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 comments and recommendations to Meridian City Hall Attn: Will Berg, City Clerk, by: February 8, 2007 Transmittal Date: January 17, 2007 File No.: RZ 07-001 & PP 07-002 Hearing Date: February 15, 2007 Request: Public Hearing - Rezone of 1.59 acres from an R-4 to an R-8 zone and Preliminary Plat approval of 6 single-family building lots and 2 common lots on 1.59 acres in a proposed R-8 zone for Deklan Subdivision By: Heritage Development, LLC Location of Property or Project: east of the NEC of W. 4th Street and Maple Street Steve Siddoway (no FP) David Moe (no FP) Wendy Newton-Huckabay (No FP) Michael Rohm (No FP) Keith Borup (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 TVED Hearing Date: February 15, 2007` File No.: RZ-07-001 JAB 1 2 2007 City Of Meridian Project Name: Deklan Subdivision City Clerk Office Request: Re -zoning of 1.59 acres from R-4 (Medium Low Density Residential) to R-8 (Medium Density Residential), by Heritage Development, LLC. Location: East side of W. 4th Street near the north east corner of the intersection of W. 4th Street and Maple Street, Parcel #S1212110500, in Section 12, Township 3 North, Range 1 West. File No: PP-07-002 Project Name: Deklan Subdivision Request: Preliminary Plat approval of 6 single family building lots and 2 common lots, on 1.59 acres in the proposed R-8 zone, by Heritage Development, LLC. Location: East side of W. 4th Street near the north east corner of the intersection of W. 4th Street and Maple Street, Parcel #S1212110500, in Section 12, Township 3 North, Range 1 West. e/�7 Wit N CC Q /-- k") q Y kty � St _ T` �../V181'1Gt�1ll4 �' ; , Planning Department �a COMMISSION & COUNCIL REVIEW APPLICATION Type of Review Requested (check all that apply) ❑ Annexation and Zoning ❑ Comprehensive Plan Map Amendment ❑ Comprehensive Plan Text Amendment ❑ Conditional Use Permit ❑ Conditional Use Permit Modification ❑ Final Plat ❑ Final Plat Modification ❑ Planned Unit Development 14 Preliminary Plat Cd Rezone ❑ Time Extension (Commission or Council) ❑ UDC Text Amendment ❑ Vacation (Council) gg4 Variance ❑ Other STAFF USE ONLY: Filenumber(s): a } O7-�I Project name: 1LIt le%_ L� _ Date filed: Date complete: Assigned Planner: Related files: Hearing date: ❑ Commission ❑ Council Applicant Information Applicant name: %i E Sa:tT F Phone: �05g' ISo� Applicant address: 1M0 'A. StVT FIELD 'S� .b SE ("10, Zip: Applicant's interest in property: ❑ Own ❑ Rent ❑ Optioned ❑ Other Owner name:SbLAN NE El$S 11.L— wA+J E 5'T�G�./ Phone: �G ��2 Owner address: scoT IEZ ST, Zip: 8SJ7l3 Agent name (e.g., architect, engineer, developer, representative): ME&Ag jC+V"So N Firm name:\4V_C-A Phone: ci146' 83gx Address: ubxwn EPIC-tLf;I ib Zip: t&yIkO Primary contact is: ❑ Applicant ❑ Owner l ZAgent ❑ Other Subject Property Information Location/street addressAtieny- cz - SY' reT --:kk4Z- * Mob 44 M4 NE11 Assessor's parcel number(s): 51a 1A 1 iel�_)bo Township, range, `section: 3u : Total acreage: 1.1691 Current land use: V AucN-r Current zoning district: 660 E. Watertower Lane, Suite 202 • Meridian, Idaho 83642 Phone: (208) 884-5533 • Facsimile: (208) 888-6854 • Website: www.meridiancity.org 1 Project Description Project/subdivision name: _ bU-�A N c5llII-�LkV lSl ON General description of proposed project/request: c51'mlt�,11r i'0,E VA&tZJ_ l KM (D X51 D c 1Tr10t i. LOTS Jf Z b>rY\ M bh1 UnnS fa 5V9- _* C n +kO WSES Proposed zoning district(s): -V-- Acres of each zone proposed: 6 1 Type of use proposed (check all that apply): XResidential ❑ Commercial ❑ Office ❑ Industrial ❑ Other Amenities provided with this development (if applicable)&rAt"*,1 A&E& SIN Who will own & maintain the pressurized irrigation system in this development? t A, Which irrigation district doves this property lie within? "ey__4L 1 Primary irrigation source: Ct"hl Secondary: Square footage of landscaped areas to be irrigated (if primary or secondary point of connection is City water):�� . t$ At*" Residential Project Summary (if applicable) Number of residential units: (D Number of building lots: LO Number of common and/or other lots: Proposed number of dwelling units (for multi -family developments only): 1 Bedroom: li `Ac 2 or more Bedrooms: l pt Minimum square footage of structure(s) (excl. garage): 5DD Proposed building height: Minimum property size (s.f): Average property size (s.f.): Gross density (DU/acre-total land): 3•77 �t Net density (DU/acre-excluding roads & alleys): P Percentage of open space provided: cg• 110, Acreage of open space: . 122 At, Percentage of useable open space:gb.J J e, (See Chapter 3, Article G, for qualified open space) Type of open space provided in acres (i.e., landscaping, public, common, etc): C.b1VlV"Vb i 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): 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 Authorization Number of compact spaces provided: Print applicant name: �CikN�1J� On ^$iC.�10 `�C t Y VAI N E STAB Applicant signature: WV`r2Q3W� ��` Date: �� l`� b l0 6440 E. Wate\rtbwer Lane, Suite 202 • Meridian, Idaho 83642 Phone: (208) 884-5533 • Facsimile: (208) 888-6854 • Website: www.meridiancity.org 2 LAND PLANNING CIVIL ENGINEERING LANbsCAPE ARCHITECTURE 2; LAND SURVEY WATER D E S I G N I N C. I Boundary Description for Stacy Construction Fourth Street, Meridian Job No. 6066716.00 RE AF RCVAL BY MERIDIAN PUBLIC STORKS DEPT. A parcel of land situate in the northeast quarter of the northeast quarter of Section 12, Township 3 North, Range 1 West, Boise Meridian, Ada County, Idaho, being more particularly described as follows: Commencing at the northeast corner of the northeast quarter of the northeast quarter of Section 12, Township 3 North, Range 1 West, Boise Meridian; Thence S00°03'22"E, 695.61 feet along the east line of the northeast quarter of the northeast quarter to the northeast comer of Niday's Second Addition, Book 11 of Plats at Page 594, Records of Ada County; Thence N89°54'38"W, 826.16 feet along the line common to Niday's Second Addition, Wilson Addition, Book 12 of Plats at Page 708, Records of Ada County, and Western Subdivision, Book 24 of Plats at Pages 1498 & 1499, Records of Ada County, to a 5/8 inch rebar marking the POINT OF BEGINNING: Thence S00°04'43"E, 194.00 feet along the west line of Western Subdivision to a 5/8 inch rebar on the north line of Western Subdivision; Thence N89154'38"W, 437.57 feet along the north line of Western Subdivision to a 5/8 inch rebar marking the centerline of West Fourth Street; Thence N00°05'07"W, 80.21 feet along the centerline of West Fourth Street; Thence S89°54'38"E, 137.48 feet parallel with the north line of Western Subdivision to a 1 /2 inch rebar; Thence N00°02'28"W, 113.79 feet to a 1/2 inch rebar on the westerly extension of the north line of Western Subdivision; Thence S89°54'38"E, 300.03 feet along the westerly extension of the north line of Western Subdivision to the POINT OF BEGINNING. 1 1 The above -described parcel contains 1.59 acres more or less. 4P Of ,�,,. fla Together with all and singular the tenements, hereditaments, and appurtenances thereunto belonging or in anywise appertaining. 453 S. Fitness Place Subject to an easements or rights -of -way of record or apparent and that certain easement Eagle, ID J Y 83616 over said land in favor of the City of Meridian, State of Idaho, a municipal corporation, for water right-of-way (to be provided for through an underground pipeline) and incidental FX 208/246.8320 purposes 208/246.83as sen an May t forth iinstrument recorded M27, 1976, as Instrument Number 7620278, Records of Ada County, Idaho. www.wrgdesign.com I S8953'47-E 89-53' 7"E �_ 327.72' 63.4 I $o z REViE' R VAL 3Y DEC Z ii 2WL,MERIDIAN / WORKS DEPT.ID D! a I O N I N O. VS E VOOV C1wk Dr. Eo^ D OM T« 20924aM F" BASIS OF eEAR0+0 S89'53'47'E 2655.28- S89'93'47"E 1264.11'— . 1 Y 4r' IdF LEGAL EXHIBIT 4TH STREET INFILL Stacy Con #wWn Morkkn ono WEST CHERRY AVE. e 12 7 O Q O EC W z N Q n ,p0 I� 0 z SCALE.- 1 "=100' 100 50 0 100 PROJECT NO. 6066716 DATE 12/14/06 BY: msb SCALE: r=100' SHEET NO. 1 of 1 1 411 tuuu UJ. .JG 4UOI-40004U WKU ULbiUV HAUL U3/ d3 Closure Worksheet Distanoe 0.0001 0.000 S00°04'43"i= 194.00 -194.000 0,266 N89054'38"W 437.57 -193.317 -437.303 N00005'07"W 80.21 -113.107 -437.423 S89654'38"E 137,48 -113.321 -299.943 N00002'28"W 113.79 0.469 -300.024 889°54'38"E 300. 33 0.000 0.005 Closure Error 1: 165,065 0.000 0.005 ©Q� D E S I G N I N C. December 15, 2006 Honorable Mayor and Meridian City Council City of Meridian 33 East Idaho Avenue Meridian, Idaho 83642 LAND RE: Application for Conditional Use Permit and Preliminary Plat for Deklan PLANNING Subdivision - Letter of Intent bear Honorable Mayor and Council Members: MROn behalf of my client, Wayne Stacy of Heritage Development, LLC, please PP accept these applications for a rezoning request from R-4 to R-8, a preliminary CIVIL plat for six patio homes on 1.6 acres, and a variance application. The above ENGINEERING applications have been submitted in accordance with the requirements of the City of Meridian's Zoning Ordinance; the City of Meridian's Subdivision Regulations and the City of Meridian's Comprehensive Plan. A variance for using pressurized irrigation will. be sought. There is not a reliable source of water for pressurized irrigation; therefore, City water will be used for domestic LANDSCAPE and irrigation purposes. ARCHITECTURE The project site (tax parcel S 1212110500) is located approximately 850 feet south of Cherry Road on 4th Street in Township 3N, Range 1W, Section 12. The approximately 1.6-acre project site is within the City of Meridian jurisdiction and is surrounded by developed property on three sides. The Church of Jesus Christ of Latter -Day Saints owns the large parcel north of the project site. LAND SURVEY IN WATER RESOURCES 453 S. Fitness Place Eagle, ID 83616 PH 208/246.8300 FX 208/246.8320 11 REZONING REQUEST This is a citizen -initiated rezoning request; whereby requesting parcel number S 1212110500 to be rezoned from R-4 to R-8. This 1.6-acre parcel is designated as Medium Density Residential by the City of Meridian Comprehensive Plan. Land classified as Medium Density Residential is appropriate for single-family residences at three to eight dwelling units per acre. The applicant is proposing six patio homes for a gross density of 3.77 dwelling units per acre. The surrounding properties are developed with single-family and multi -family residences. This request is compatible with the existing development. ❖ North: The Church of Jesus Christ of Latter Day Saints. This property is designated as Public/Quasi Public and is zoned R-4. ❖ East: Adjacent to the eastern boundary of the project site is the Western Subdivision. This subdivision is a mix of single-family homes and triplexes. The triplexes are adjacent to the project site's eastern boundary. The overall density of the Western Subdivision is 5.9 dwelling www.wrgdesign.com units per acre. The Western Subdivision is designated as Medium Density Residential and zoned R-4. ❖ South: The single-family homes of the Western Subdivision are located south of the project site. This portion of the Western subdivision is designated as High Density Residential and zoned R-4. ❖ West: The Midtown Square Subdivision is across 4th Street. This subdivision features single-family residences at 3.5 dwelling units per acre. It is designated as Medium Density Residential and is zoned R-8. VARIANCE RE UEST The site shows evidence, of existing drainage, however; the water crossing the site is not reliable enough to provide pressurized irrigation to the proposed subdivision. This was confirmed on a site visit with Bill Henson from the Nampa Meridian Irrigation District. There are also no known pressurized irrigation systems in the project vicinity. Therefore, this application is requesting a variance from Meridian City Code Chapters 9-1-28: Pressurized Irrigation System and 11-313-6: Irrigation Standards which require new development to utilize pressurized irrigation. City water will be used as an irrigation source for the Deklan Subdivision. i�3AJ-1 PRELIMINARY PLAT APPLICATION FOR DEKLAN DEVELOPMENT Site Design The project site is a small infill parcel located at 4th Street and Maple Street, approximately 850 feet south of Cherry Lane. The applicant is proposing eight (8) total lots on 1.6 acres. Six (6) lots will be for single-family residences and the remaining two (2) lots will be common -area. The lots range in size from 6,100 square feet to 9,300 square feet. The property will be served by one local road off of 4+h Street and will terminate in a cul-de-sac. The two (2) common areas will frame both sides of the road providing a landscaped entrance. Open Space and Landscaping There are two common lot areas included within the Deklan Subdivision. These common lots are at the -entrance of the property and will be used for landscaping. Approximately .13 acres or 8.1% will be set aside for common area landscaping. Landscaping will utilize a drip irrigation system to minimize the amount of water used for irrigation. Traffic The project will be served by one public street that takes access from 4th Street that terminates in a cul-de-sac. Deklan Court, within the Deklan subdivision will have a 42-foot right-of-way with 29 feet of pavement for a two lane road, curb, gutters, and a four -foot sidewalk. This is narrower than the typical 50-foot right-of-way for local roads as required by ACHD, but this development meets the exception requirements as presented in ACHD Policy Manual for a reduced right-of-way. According to' Chapter 7204.4.1 the following conditions must be present to warrant a reduction of the right-of-way: 1) The street must be local; 2) Zoning in the area must be residential; 3) There is no possibility that the street will be extended in the future; and 4) Traffic volumes are not forecasted to exceed 200 ADT. Traffic generated by this project is estimated to be 60 trips per day. 4th Street is a local road that terminates north of the property. It does not connect to Cherry Lane to the north at this time and there are no current plans to extend it. 11 _vv_ I R I G I D E S I G N I N C. — 3 Public Services and Utilities There are existing power, water and sewer lines within the 4th Street right-of-way. The power lines cross the entrance of the property. Power lines to serve this project will be placed underground. The developer will work with Idaho Power if it becomes necessary to move any of the existing power lines. Sewer and water lines will be extended down the Deklan Court right- of-way and onto the individual properties. The project site is within the Nampa Meridian Irrigation District. Although there are three drainage areas on -site, there is no reliable source of water running through any of the drainage areas to provide pressurized irrigation. The property will be served entirely by City water. Runoff created by the project will be drained into two seepage beds. One seepage bed will be located in Lot 1 which is common area and the second seepage bed will be within the street right-of-way. Drainage from off -site will be directed to the northern boundary of the property where there is an existing pipe that extends under the ball field on the church property. This design will maintain the historic drainage patterns of the site. Phasing This project will be completed in one phase. 11 COMPREHENSIVE PLAN COMPLIANCE FOR DEKLAN DEVELOPMENT The current City of Meridian's Comprehensive Plan has the following policies and goals in which Deklan meets: Transportation: Goal II: Facilitate the movement of people and products to and from the Meridian Impact Ares. o Objective A: Enhance existing transportation systems to accommodate growth. The City of Meridian requires pedestrian paths and sidewalks in all new development to promote neighborhood connectivity. Response: The Deklan Subdivision will have sidewalks on both sides of the road and will connect into 41h Street to promote pedestrian activity. Land Use Goal I: Ensure a variety and balance of land uses to support the Meridian Impact Area. o Objective C: Maintain integrity of housing areas to preserve values and ambiance of areas. Development standards set forth by the City of Meridian regarding landscaping, signage, walls, and fencing are intended to protect and mitigate the impacts of new development on the existing development. Response: The Deklan Subdivision will follow all development standards regarding landscaping, signage, walls, and fencing. Fences along the eastern, ©M0 D E S I G N I N C — — 4 northern, and western boundaries will help to ensure the privacy of the existing homes. Goal V: Offer a diversity of housing types for a greater range of choice. o Objective A: Encourage quality housing projects for all economic levels in a variety of areas. The City of Meridian encourages the development of random vacant lots throughout its boundaries. These lots should be developed in a similar manner to the surrounding development. Response: The Deklan Subdivision is adjacent to residential development on three sides. The densities of the adjacent development range from three (3) to six (6) dwelling units per acre. The majority of the existing homes are single-family residences, but there are three (3) triplexes adjacent to the eastern boundary of the project site. The proposed development will have six patio homes on 1.6 acres for a gross density of 3.77 dwelling units per acre. This development will be in character with the existing homes in the area. 11 CONCLUSION The applicant is asking the City Council to review a rezoning and preliminary plat application for the Deklan Subdivision. It is located on 4th Street, approximately 850 feet south of Cherry Lane. The applicant is requesting a rezoning from R-4 to R-8. This is a single-family residential project and is a good fit with the area. Existing development is a mix of single- and multi -family (triplexes) development that ranges in density from 3.5 to. 5.9 dwelling units per acre. As an infill project, the Deklan Subdivision will feature six (6) patio homes and at an overall density of 3.77 dwelling units per acre. All homes will be single -story and range in size from 1,500 to 1,700 square feet in size. This request is in compliance with the City of Meridian Comprehensive Plan and it will further the City's goals by developing vacant lots within City limits. The applicant met with the neighbors on December 6, 2006 at the Meridian Middle School. The neighbors present were curious to see the proposal and several were happy that it was a residential project. There were no major issues or concerns brought up at the meeting. We look forward to working with you and your staff and request approval of our applications. If you have any question, please feel free to contact me at 246-8300 or megan.johnson@wrgdesign.com. Sincerely, Megan Johnson Senior Planner WRG Design Inc. CC: Wayne Stacy ©M� D E 5 1 G N I N C. TITLEONE CORPORATION Authorized agent for: COMMONWEALTH LAND TITLE INSURANCE COMPANY Commitment Number: A0662333 SCHEDULE A 1. Effective Date: December 4, 2006 at 07:30 AM 2. Policy (or Policies) to be issued: (a)TITLE REPORT Proposed Insured: (b) Proposed Insured: Endorsements: Amount of Insurance: Premium: Amount of Insurance: Premium: Charges: 3. The estate or interest in the land described or referred to in this Commitment and covered herein is: Fee Simple 4. Title to the estate or interest in said land at the effective date is vested in: WAYNE H. WILLIAMSON and MARY B. WILLIAMSON, husband and wife, as to a Life Estate and WAYNE ENTERPRISES, LLC, an Idaho Limited Liability Company, as to the remainder 5. The land referred to in this Commitment is described as follows: SEE SCHEDULE C ATTACHED HERETO TITLEONE CORPORATION By: HEIDI EMERY, Title Officer ALTA Commitment Valid Only if Schedule B and Schedule A (10/6/82) Cover are Attached (A0662333.PFD1A0662333/9) TITLEONE CORPORATION Authorized agent for: COMMONWEALTH LAND TITLE INSURANCE COMPANY Commitment Number: A0662333 SCHEDULE B - SECTION I REQUIREMENTS AND NOTES The following are the requirements to be complied with: ALTA Commitment Schedule B - Section I (1016182) {A0662333.PFD1A0662333ig) TITLEONE CORPORATION Authorized agent for: COMMONWEALTH LAND TITLE INSURANCE COMPANY Commitment Number: A0662333 SCHEDULE B - SECTION II EXCEPTIONS Schedule B of the policy or policies to be issued will contain exceptions to the following matters unless the same are disposed of to the satisfaction of the company: Rights or claims of parties in possession not shown by the public records. 2. Encroachments, overlaps, boundary disputes, and any other matters which would be disclosed by an. accurate survey or inspection of the premises including, but not limited to, insufficient or impaired access or matters contradictory to any survey plat shown by the public records. Easements, or claims of easements, not shown by the public records. 4. Any lien, or right to a lien, for services, labor, or materials heretofore or hereafter furnished, imposed by law and not shown by the public records. 5. (a) Unpatented mining claims; (b) reservations or exceptions in patents or in Acts authorizing the issuance thereof; (c) water rights, claims to title to water, whether or not the matters excepted under (a), (b), or (c) are shown by the public records. 6. Taxes or special assessments which are not shown as existing liens by the records of any taxing authority that levies taxes or assessments on real property or by the public records. Proceedings by a public agency which may result in taxes or assessments, or notices to such proceedings whether or not shown by the records of such agency, or by the public records. 7. Taxes, including any assessments collected therewith, for the year 2006 which are due and payable, but not delinquent. Parcel Number: S1212110500 Code Area: 03 Original Amount: $1,247.48 8. Special assessments, if any, for unincorporated Ada County (208-287-6800). 9. Special assessments, if any, for the City of Meridian. 10. Right of way for ditches, tunnels, telephone and distribution lines constructed by authority of the United States, as granted to the United States under the provisions of Section 58-604 Idaho Code. 11. Reservations and exceptions in a United States Patent, and in the act authorizing the issuance thereof. Recorded: Book 2 of Patents Page 231 12. Liens, levies, and assessments of the Nampa -Meridian Irrigation District. 13. Ditch, road and public utility easements as the same may exist over said premises. 14. A Right-of-way as disclosed in Warranty Deed recorded February 4, 1974, as Instrument No. 873818. 15. An easement for the purpose shown below and rights incidental thereto as set forth in a Water Easement. ALTA Commitment Schedule B - Section 11 (10/6/62) (A0662333.PFDIA0662333/9) TITLEONE CORPORATION Authorized agent for: COMMONWEALTH LAND TITLE INSURANCE COMPANY Commitment Number: A0662333 SCHEDULE B - SECTION II EXCEPTIONS (Continued) Granted to: Ronald A. Wright, Sherrie J. Wright and R/E Builders, Inc. Purpose: Water Easement Recorded: May 27, 1976 Instrument No.: 7620278 ALTA Commitment Schedule B - Section 11 (10/6182) (A0662333.PFD/AO662333/9) TITLEONE CORPORATION Authorized agent for: COMMONWEALTH LAND TITLE INSURANCE COMPANY Commitment Number: A0662333 SCHEDULE C PROPERTY DESCRIPTION The land referred to in this Commitment is described as follows: A parcel of land situated in the Northeast quarter of the Northeast quarter of Section 12, Township 3 North, Range 1 West, Boise Meridian, Ada County, Idaho, more particularly described as follows: Commencing at the Northeast corner of said Northeast quarter of the Northeast quarter, thence South 0020'30" East along the East boundary of said Northeast quarter of the Northeast quarter a distance of 695.96 feet (formerly South 695.80 feet of record) to the Northeast corner of Niday's Second Addition, which plat is on file in Book 11 of Plats at Page 594, Records of Ada County, Idaho; thence South 89049'35" West (formerly North 89°50'00" West of record) along the boundary line common to said Niday's Second Addition, Wilson Addition, which plat is on file in Book 12 of Plats at Page 708, and Western Subdivision, which plat is on file in Book 24 of Plats at Pages 1498 and 1499, in the office of the recorder of Ada County, Idaho, a distance of 826.00 feet to the TRUE POINT OF BEGINNING; thence South 0020'30" East (formerly South of record) along a Westerly boundary of said Western Subdivision, a distance of 194.00 feet to a point on a North boundary of said Western Subdivision; thence South 89049'35" West (formerly North 89050'00" West of record) along a Northerly boundary of said Western Subdivision a distance of 437.28 feet (formerly 437.00 feet of record) to a point on the center line of an extended street known as West Fourth Street; thence North 0018'15" West (formerly North 0°02'00" West of record) along the extended center line of said West Fourth Street, a distance of 80.00 feet; thence North 8904935" East parallel with a Northerly boundary of said Western Subdivision, a distance of 137.00 feet; thence North 0018'15" West parallel with a Westerly boundary of said Western Subdivision a distance of 114.00 feet to a point on the extended most Northerly boundary line of said Western Subdivision; thence North 89049'35" East (formerly South 89050'00" East of record) along the extended most Northerly boundary line of said Western Subdivision, a distance of 300.15 feet to the TRUE POINT OF BEGINNING. 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DAVID NAVARRO AMOUNT 6.00 2 BOISE IDAHO 11129/06 04:35 PM n ` DEPUTY BonnieOberbillip RECORDED —REQUEST OF 1 Tille One 061$6805 WARRANTY DEED FOR VALUE RECEIVED, WAYNE H. WILLIAMSON AND MARY B. WILLIAMSON, AS CO -TRUSTEES OF THE WILLIAMSON FAMILY TRUST AGREEMENT DATED THE 29TH DAY OF SEPTEMBER,1997 AND THEIR SUBSTITUTES AND SUCCESSORS AS TRUSTEE THEREUNDER the Grantor, does hereby grant, bargain sell and convey unto V WAYNE ENTERPRISES, LLC, AN IDAHO LIMITED LIABILITY COMPANY whose current address is 12716 W. SCOTFIELD ST BOISE, IDAHO 83713 i I the Grantee, the following described premises, in Ada County, Idaho, TO WIT: A parcel of land situated in the Northeast Quarter of the Northeast Quarter of Section 12, Township 3 North, Range I West, Boise Meridian, Ada County, Idaho and more particularly described as follows on the attached Exhibit "A" comprised of I page. TO HAVE AND TO HOLD the said premises, with their appurtenances unto the said Grantee, heirs and assigns forever. And the said Grantor does hereby covenant to and with the said Grantee, that Grantor is the owner in fee simple of said premises; that they are free from all encumbrances EXCEPT those to which this conveyance is expressly made subject and those made, suffered or done by the Grantee; and subject to all existing patent reservations, easements, right(s) of way, protective covenants, zoning ordinances, and applicable building codes, laws and regulations, general taxes and assessments, including irrigation and utility assessments (if any) for the current year, which are not due and payable, and that Grantor will warrant and defend the same from all lawful claims whatsoever. Whenever the context so requires, the singular number includes the plural. Dated: November 24, 2006 WAyft H. WILLIAMSON, CO -TRUSTEE y� s MA1kY 13,JWILLIAMSON, CO -TRUSTEE' - STATE OF IDAHO COUNTY OF Ag1 .'� : ` " •`+f ON THIS I DAY OF NOVEMBER IN THE YEAR 2006, BEFORE ME, THE UNDER1618W5, A NOTARY PUBLIC IN AND FOR SAID STATE PERSONALLY APPEARED WAYNE H, WILLIAMSON AND MARY B. WILLIAMSON, KNOWN OR IDENTIFIED TO ME TO BE THE PERSON(S) WHOSE NAMES ARE SUBSCRIBED TO THE WITHIN INSTRUMENT AS TRUSTEES OF THE WILLIAMSON FAMILY TRUST AGREEMENT DATED THE 29'" DAY OF SEPTEMBER, 1997 AND ACKNOW EDGED TO ME THAT THEY EXECUTED THE SAME AS CO-T STEES. RESIDING AT: 10 COMMISSION EXPIRES: V V — — I G • � 1 EXHIBIT "A" A parcel of land situated in the Northeaot Quarter of the Northeast Ouartsr of Section iZ► Township 3 Borth, Range 1 (lest,. Boise Meridian, Ads County, .Idaho, more particularly deocribed as follows: comenoing at the Northeast corner of said Northeast Quarter of the Northeast Quarters thence South 0`20'30" Last along the East boundary of said North- east Quarter of the Northeast Q»srter a distance of 695.96 feet (tormsriy South 695.80 feet of record) to the Northeast corner of Niday's Second hdditian, which plat is on'file in Book 11 of plats at vags 594, Records of Ada County, Idahas thence South 89.49'35" West (formerly north $90501 00" West of record) along the boundary line com4n to said Niday's Second Addition+ Wilsoi: Addition, which plat is an file in 'Book 12 of Plats at pegs 708, and Western Subdivision, which Plat is on file in took 24 of Plats at Paged 1498 and 14991 in the ofiias of the recorder of Ada County, Idaho, a di,etanCe of $26,00 feet to the true POW of beginning, thence South 0920130" Last • (formerly South of record) along a Westerly boundary y� of said Western subdivision, a distance of 194.00 feet to a point on a North boundary of said Western Subdi- visions thence South 89'49'35" West (fai arlly boundth 89950,00" West of record) along ry of said ,Pastern Subdivision a distance of 437.29 feet (formerly 437,00 feet of record) to a point on the center line of an extended stre.!t known se vast Fourth Streets thence Korth 0.18115' West (formerly North 0 02,000 West of record) along the extended center line of said went Fourth Street, a d'istaoce of 80.00 feet' the"a0 North 69.49435" Bast pa�csllel with a northerly boundary of said Western 3 algelsion, s distance with 137.00 feet? thence otrth said Western Subdivision a a westerly distance of 114.00 feet to a point on the axtsndsd most northerly boundary line of said Western Subdivi- sions thence Borth 8904935" Bas('*rm*rly S ►utt th 89'50'00' East of Yeeo�rd) along the northerly boundary line of said Western subdivision, a distance of 300.13 feet to the true point of beginning, �[ toyother wit/h� all and singular the tenements, hertditn- ments and appurtenances thereunto btlonging oc in anywise appertaining, 203—WARRANTY DEED 170 1598 THIS INDENTURE, Made this 17th day of December in the year of our Lord one thousand nine hundred and Seventy-three (1973) between GERALD L. ERICKSON and HELEN M. ERICKSON, husband and wife, Of Emmett , County of Gem , State of Idaho the part ies of the first part, and RONALD A. WRIGHT, whose address is �} 0 l n T� S of JFM M e.,77- , County of P Ak,- . State of _� J rs Z a the party of the second part. , WITNESSETH, That the said part ies of the first part, for and in consideration of the sum of =� .';'Ten dollars ($10.00) and other valuable consideration--3)OLLARS, .. y law i iponey.•of:the United States of America, i P ' r to them in hand paid by the said part •ies of t)te second part, the receipt whereof is hereby acknowledged, has granted, bargained and poid„apdif these presents does grant, bargain, sell, convey and confirm unto the said party --of tits kecond :part, and to his heirs and assigns forever, all of the following described real estate, 6iituated•in '..;: the . County of . �• Ada , State of Idaho, to -wit; This parcel is situated in the NEkNEk of Section 12, Twp. 3 N., R. i W. B:; M., and more particularly described as follows: Commencing at the NE corner of said NEAP'• thence S. 002013011 E. along the East boundary of said NEANE'k a distant of 695.96 feet (formerly South 695.80 feet of record) to the NE corder of Niday's Second Addition, which plat is OU.file.in Book it of Plat at Page 594 in the �foff- Lve of the Recorder of Ada County, Idaho; thente S., 89'49 35 -W(fbiinerly N. 89 , 50 "00" W of record) .along the B.etutdary- line common i&iiraid Niday's Second Addition, Wilson Addit-ton- whin ;rlst is on fits sit Book 12 of Plats at Pagge: 708, and •.Wester" StflMivision, which :plat:• is -on. file in Book 24 of� Plats at Pages 1 $$ w and 149.9'in the office.aof the Recorder of Ada County, Idaho, a d s-ta of 826.�00 feet to- tote �1'ttOE POII� VF B-9G Mr1NG;• 0111 thence S. 0°20'30" E. •®or arly'South of Recozd)- along a- westerly bd of said Western Subdivision, a distance of 194.00 feet to a point ob Northerly Boundary, .of said 'Western 'Subdivision; :- thence S. 89''49'35i' W {formerly N. 89°50'00" W. of record) along:;a Northerly boundary of said Western Subdivision a distance of 43T.2.8.,fi (formerly. 437.00 feet .of. record) to a point on the center line of sn :_:'-.' extended-: Street known as, :West Fourth Street; thence N. 093-b'15" W,. �Idrmerly N. 0°02100" W. of record) along the; extended center line ct said West Fourth Street, a distance of 80 0:0 feet, thence.N. 89049`'35" E. parallel with a Northerly boundary of said Weed subdlLvision a distance of 13�7:A0 feet; thence. i N. -0°1& 15"�W. pa-rallel with a: westerly boundary of said 4lestern-. Sim � ` division, a distance of 114 00' feet to a p6idt oar the extended rotas ... Northerly boundary ldmer of said'Vestern Subdivis3oa- thence ,M. 89°49'35" E (formerly Z- . 89050100" 'K nf�record) alongi-204 extended Most Northerly► boundary dine. of said Western Subdivision: ~ ar F distance of 300.15 feet. -to the Tgbk POINT OF BEGINNING. : y 9This Varcel is subs ct to rights ik way for a street and poorer lid: 6a>lopg the most Westerly boundary. Including all water and ditch -rights appurtenant- thereto or used; ti t,}. connection therewith. Subject to easements, rights of trays, esclaptps and reservations, if any, TOOET, With all and singular the tenements, hereditarnents andappnrDermncq'; belonging or in anywise appertaining; the reversion and reversions, remainder and remainders rlts ' issues and profits thereof; and all estate, right, title and interest in and to the said property,- as' welt in law as In ego3ty, of the said part ies of the first part. TO HAVE AND TO HOLD, AD and singular the above mea.tioned and described premises together with the appurtenances unto the part y of the second part, and to his heirs and assigns forever. And the part ies of the first part, and theirbeirs, shall and will warrant and by these preseogj forever defend the premises in the quiet and peaceable possession of the part y of tht second part, h,W" heirs and assigns, against the pardes of the first part, and theirhheirs, and against all and evftf. person and persons whomsoever, lawfully claiming the same shall and will WARRANT and by these present,, forever DEFEND. IN V«MTESS WHEREOF, The said parties of the first part live hereunto set theiihand and seal S the day and year first above written SICKED. SEALED AND DELIVERED IN THE PRESENCE OF JY- [Seall Viz, STATE OF IDAHO County of Cs,a Ada t ss. J - On this 21st da r Y of December in the year 19 , 73 ,before me =� :... the undersigned , s Notary EubliC sQ' .c- 13119d-for-said State; personally appeared k FSRA7 3 L. ERIMON ands .HELEN M., ERTCKSON, husband and wile,' �` lmow 7.1 to= betaie>person &. ,whose acme s, are subscribed to the -within instrument, a F:•:4ke aoleilgedctn^tile`that &ar executed the>same. YF! . :8 I have>iere»nto yet my•hand -end: my ddieisl: Rr > 3eaicnhiser4fitafiilitst<iuxaFritten. a NowNbUa - Its �r �i f i T•1 : � _ �1"ft p a i v G: '. gg o''�si EM WATER EASEii THIS INDENTURE, made this 4 : day of 1,44 F• 19Z4 began R011AL0 A. WR I GHT SHERR I E J. MM AND RIE 60I LDERS, I NC . , the part,$, of the first part, and hereinafter called the Grantor , and thd.Gity of _&Ltaro , State of Idaho, a municipal corporation. the party of tft. second part, and hereinafter called the Grantee; WITNESSEYM: WHEREAS, the Grantor_. desire s ti*, ovide a water right of way across the premises and property hereir particularly bounded and described and WHEREAS, the water is to be p fbr through an underground pipeline'to be constructed by the fray WHEREAS, it will be necessary;%iitairi and service said pipeline __ from time to time by the Grantee; "< Ned, THEREFORE, in con siderati",...ttie`tienefiis. to be receivedrby the Grantor , and for the sum of i _11t M (#Ir00). And=�tOther good, 8.nd valuable consideration. the Grantor ,lidlreby- give, grant and convey:,. unto the Grantee the right of way Yo>F - Af the construction%. operation and maintenance of a water i" orvand-AMSS the followift described property: A strip of land-2 tin width lying 20 feet Eastern$ of and adjacent to the following des c 4 r 19nee Beginning at the Northeast c 'e. HE i%¢ at' W_-tion .1 Townsll.p 3 north, Range i hest" Boises fl S'� !d (!oi th#► n :•. South O°20' 30" East 695.96 feet along ., 'I< b4ttnr bf llie ..;''c..: RE 11-4 of Section 12. which is also A!' Na&D -ly boundary.�f�,a'=; " Uilson Addition as filed for record it'. girfi��(,RFCi1eIId,T; aunty idtij. f Boise, -Idaho in Book 12 of Plats. at is io=�a poiarn r.l-i;nq the IlstrQ i," east corner of UMay's Second Add,1 irQr r bpd riff. th4 office the Ada County Recorder, Hoiser I p Flif"iat gage 59, thence South 89°49' 35" We$t 1. R `l' � 'z MOMMO AY'botirul r AF the said Wilson Addition and the t[or itniiaf e'itd' tfidSy, Second Addition and the Northerly bo 'ores Scdi�risiott as ~• ' for record in the office of the Ada 0 � oNtr,"Boise', Zdabo_, in, qQ 24 of Plats at Pages 149E and 1 9i1 tp "' tr oti tt�e ex$ tided center fii7i of Hest F&grth Street.; thencelot 1I44t alAnWrth r . said extended center line of West �e�to # poiritaing the # FOI?ff OF aEGS9IRVIG; thence Solat�t" OC► few. atbttg the .� center line of lest Fourth Stree''t't0 f,'..4 ding,wr the aboUe� ' ~ I pemanent tinter easement. The easement hereby granted is for the purpose of construction and operation of a water line and allied facilities, together with their maintenance. repair, and replacement at.the convenience of the Grantee, with the free right of access to such facilities at any and all times. TO HAVE AND TO HOLD, the said easement and right of way unto the said Grantee, its successors and asaigns forever. IT IS EXPRESSLY UNDERSTOOD N40 A*ED, by and between the parties hereto that the Grantee will timely o"Fate the work of laying the water line and restore the premises us4'therefor to a condition comparable with that existing prior to exercisi", its easement; that in making future repairs the Grantee will expediently :. ace and restore the premises to a condition comparable to that existeai'ior to undertaking such repairs and replacements. THE GRANTOR hereby covenangrees that he_ will not place. or allow to be placed any permanent sres on the are& described for this easement which would ante h the'usa of said described easawt for the purposes stated he,'' IT Is HEREBY FURTHER AGREED GrAntor dws hereby give and grant to the Grantee the right to Uma^4�iH$ initial construction an additional strip of land descried. 1 ry A strip of land 10 foot in width ly#iisterly of and adjacent to the described permanent water easement. IT IS UNDERSTOOD that the stv paragraph is for the purpose of Con! the same to expire when the initial-, IT IS UNDERSTOOD and agreed 9 7, yea 'Y r, t` xyc, ;;)and desceiW in the previous : yy 'G, •r•'yja ( 4 `Q b ilfd irateg 1:it� herein -Ad # .W; "' f,{l: :Jon is completed. "'fhir Grantee will restore said strip t � 43 to a condition comparable to that exit"at prior to the understaking of the construction of such water line. The Grantor_ does hereby covel"t with the Grantee that he_ ..i5— lawfully seised and possessed of the 4formntioned and described tract of land, and that he has a good ansfl:lwful right to convey said easement, and that _he_ will warrant and forever defend the title and quiet possession thereof against the lawful claims of Il persons whosoever. IN WITNESS WHEREOF, thesaid.pgPtx of the first part hamhereunto subscribed his signature_ the day and year first hareinabove written R/E BU LDMI INC. • 4RONALOIAWRIGHT PRESIDENT SHERRI WRi6HT CRTARY F� k. t STATE OF IOAHO) • ii� County of •~�r in thVearr 1914be . n� On this day of Pub1'ic in sdfid St*W-- persional=�y undel?5igneds a NDi:a11 wfy r 's. RO 4LD A. WRIG known to m1@ to p�v'#�?se name. • `�` . that �,he� foregoing is cribed to therY � �ti - :� executed the same.' set ntr hand and affixed= IN WITNESS WHEREOF* I havep.„J ::. �. seal the day and year official � .K o h c rt ateat `tea' 267 STATE OF IDAHO } o" } iS COUNTY OF AOA } On thisl.LL. day of�in 0e-year 19'� tarb0ore me the under- signed. a Noy ublic in an or 4 State, personally appeared Sherrie J. Wright, known to me to be:-e person whose name is subscribed to the foregoing instrument. and ackr4Wleged to me that she executed the same. IN WITNESS WHEREOF, 1 have here4ato set my hand and affixed my official seal the day and year fir5t:�. ` ve written $,Try ort taeoy To R .iding at§� ldaif , a ' J 1 STATE OF IDAHO SS COUNTY OF ADA ;^•3 A, ' On this AAday of .� 6, before! the un signed! q Lary Public n and for sd"i'irn1a11y eppslated� an y fWd i llfii the ,L1 and Ao su scr a sa corparaCtA acknolwedged to we that they execs R: e'1g1 fin Corporation tPBtMe. IN WITNESS THEREOF, I have h `iD fet-xy hOW and affixed. my a /sK official seal, the day and year filt Y� M[rlteifr ;` '7` CS e oyy��t�ny' �:i„`�• ='j-:=arc $T .. •:ir Mf • -{ ,Q67 s : LiFORaD CONsOT 30-IM.WZ OF RIGHTS U=1k UNIFORM IUJMOi4 A SISTANICE ACT WE, the undersigned, have rived communication frog the CITY OF MERIDIAN, a copy of which is attachad.and pursuant thereto, executed a eater in �nam�nr -- - We have had explained to us by .Yohte 0_ 71tsgerald, Attorney at Law, represent- ing the City of Meridian, the fact that Economic Development Adninistration Grant Funds have been received by tl*:;Lty of Meridian and, therefore, ve aVft entitled to the benefit of the Unit W-1elocstica Assiatance and Real. Property Acquisition Policies for Federal aAdi�Aidorally Assisted Programs. We bane'=fled read and explained to us by Mr. the 11oifors Real. Property Acquisi— tion Policy of sai,; Federal Act ae[1� ' rigisto theroundsr. We leave had ae- plainad to us by Mr. Fitagerald `� . _ aoIIir;. of the peloeation AssUtsae* Act of the Stara of Idaho and. cf►ic the. teusl_34s`. Va. have further hoWl.. :ens explained to us that subsequant ._ ax�epsiag..the } y water line easement i -the City of Meridian approved ,Rti triYsl StrTOcatioa d � z Real Property Acquisition and the-1- lons thereof. Spseii1eala-$ 1H1'w' had explained to us by Mr. Fitxg:.X°r :ur righto to obtain an approuly` value of our water line easama �" .. '•,a, lifeiaspac¢ion of oft. the right to accompany an appraidiiSG�, µ, g _ .. Water line easement a the riot to balws a vr�• ' = Identifying our va it sad lltlCtia'4iN's. amount of our just compeasatitgx e' s .copy :of the appraSsarii safp�i�� determine just compensation. our }. V"UtTwtho• City of 144z quire remaining portions of our-�f'`tjC'•elae :lonoate t�e�f�iWkrr ?i tiff the are not, our right to have a Men ¢ l•.aegoi` i bX` n;k Ham.. 5 negotiation, rather then toads_ = 1ld:01ir riot —Gat to belle, -low, x- Meridian compel us in a eoarc4' •co1q dle'X�t and our right to compensation. INFORMED CONSENT TO REIZASE 3 9 After all of this explanations We hereby waive any right® under the Uniform Relocation Assistance and Real Property Acquisition Policy for Federal and Federally Assisted Programs, our rights under the Relocation Assistance Act of the State of Idaho, and waive cur•.=ighta under the Regulations Covornlag Relocation Assistance Real Property Acq"sition of the City of Meridian, enacted subsequent to the execution of our line easom®at He further waive all of our right to viommmation for said wfter line easement ---- --- — and desire to support the City of too*# p Project No. 07-01-01600 by the con— tribution without compensation of GVAV. water line easement „1..�,r;_, Finally, we state that the saw boa our real prop vty of: which the casement granted vas a pi7Fg .{tisttton propgstp whidu w8e rs— to be removed and no residence vh c� ��q��c�r'to:bo removed as sM t�u�ti>',�` `� r S p water lice aaseaant x Ctrs G • „s ` . Co tm-sty of Meridian. iK4 INFOR14ED CONSENT TO RELEASE - 7 r A, tf#ElgiiT. 41 _T 1, r, & t)7 MA Project No. Q2-QL-0169K%_ C 01:a x A- H T In consideration of tinsood, -assistance rendered and to be rendered by the Economic Development A4Qi"iGtV;#Gn- U.S. Depar,pi t of Comsrca. (here- inafter called the "Government") for cinstruction of a.damear4e wnter dLAtr4hUtIQQ JLQQ 90402011KIRDA46ML— in NE 1/4 of Section 12, Township 31kah, Range I West, Boise ftridi8V__ the location of which is more par y described an Exhibit A attached hereto and incorporated herein by tbo'i'veferancat all or part of which will be to the use and benefit of the domm'' '!z--"Ian49 of the undersigned, the uadft�- sigWed does hereby covAeftant, and- auccessor satisfatto"A.I. the Government. will retain tit-W,., Undo and to the facilities -to be.-. .,J.W constructed thereon by the PrOJ4C fid. life, heraia 4qger"Aqd the far -ties to be 30 y"M the public purpose for which the such facilities will provide *W to all personi-i.,; without regard to their rats, Covenants and .restrictions herexm, Ibe 6"Cia ........ . . . . . and may be terminated or suspsa4s dw to1whe"Of Omar Written consent of the Govwe Dam. - __F AW.-e_I*-J !2? . JL974 JW" - - COVENANT - 1 STATE OF IDAHO to. County Of Ada On this day 0.9 before we the undersigged (here insert the,, Me Tom ;�k personally appeared Pon M. st me (or'proved to me on the oath of co be Mayor 7al 0 to the year he officer) l nuwn to of (Same of private or public- -Coijijejo;t state apacy. or political subdxVA4:J=) t &ad ack=wjadp4o me that such dian. - t6- or PUW a,". 0 .40• @ mawtied the sans. -Y. state agency. or political sub' MM, u PEAR .:W 41 -13 4- S"12 0- COWMANT - 2 Z67 73 ;� J—V_g ENGINEERS. INC. 1003 ►..clan aoaa • eomm, tdeRo 09909 Project: 9165-4 Date: October 3. 1975 DESCRIPTION- YOR A 20 FOOT PE&btANENT 4TER EASMM FOR RONAM A. 1411101W'PROPERTY A PORTION OF THE M-14r. SECTION 12. T. 3N. , R.1il.-Pr ILM. . ADA COUNTY,r.,O A strip of land 20 feet in width lyto 20 feet Easterly of and adjacent to the following described line: . + Beginning at the Northeast corner at tte NE114 of Section 12, TAN., R.IW., B.M., Ada County, Idaho; thence South 0°20'30" East 695.96 f"t along the Easterly boundary of the said NEIA of Section 12. ahich_,'';-,so A portion of the Easterly boundary of Wilson Addition an filed I' cord in the atEiao of the Ada County Recorder, 8oiae, Idaho in of Plate dt 1sage 708, to a point marking the Northeast corner of-,. ...�s 9elcond lfiklitian as filed for record in the office of the Ada Coiitil Sltecarder. Boise., Idaho in Book 11 of Plata at page 5,94; : thence South 89`4935" Kest 1s2b3:R eI10-C a3oAg tl>u. SouthaSly boundary of the acid Wilson Addition and the-�i y =b4 d� Of Cha said H3dgy14 Second Addition and the Northerly ba'u oem $u'bdivistitia as flied for record in the office of the Ads 06i' CoriNDr. goliaes Idnito in 8aak'24 : of Plats at pages 1498 and 1499 to a p n this extended eenterline of West Fourth Street; _ thence South 0"1$' 15" Enpt 114 04 ` il16 the at►1d` exteltdad aentaiii a of West Fourth Street to a point bet <i►82t dY► gEGINN }iGe ��,; z ' .:a' fir. •;' thence South O'18'15" East 80.06;. ""long the extended centerline -a of .West Fourth Street to the point ot-?'- to of 'the above described Permanent water easement. T 10 FOOT TEMPORARY '-d -ION F:+IS?�IgNC A strip of land lying Easterly of 43ncant to the above described qo permanent Water easement. -';• bY. Ado Cct►nl7h.l a. :+` .Y. Ci1,NE6R$, Inc. I'M _ ry y- vf4r DATE y L ' G .a , - Udenugiel, 8 iiECd�Rt F4 a R£C042 - REB'VOF TY4�t>gR J.801SE 1DAHORO FEE DEPUT IMM- 14 PH 1:27 98098.186 SPECIAL WARRANTY DEED GRANTORS: Wayne H. Williamson and Mary B. Williamson, husband and wife GRANTEES: Wayne H. Williamson and Mary B. Williamson, as Co -Trustees of the Wiftia mson --- Family Trust Agreement Dated the 29th day of September, 1997 and their' . substitutes and successors as trustee thereunder. GRANTEES, ADDRESS: 1894 S. Pepperbrush Pl. Way Boise, Idaho 83709 DESCRIPTION OF REAL PROPERTY CONVEYED BY THIS DEED: See Attached Exhibit "A" RESERVING, HOWEVER, to Grantor party a Life Estate to use and occupy the above W described property as and for her personal residence during the remainder of the lifetime of the Grantor party. Such life estate shall continue until terminated upon the terms and conditions set forth in the Trust Agreement of the above named Trust. FOR GOOD AND SUFFICIENT CONSIDERATION, the above -owed Grantor does hereby GRANT and CONVEY, unto the above -named Grantee, the real property above described, together with the appurtenances, This deed is given for estate planning purposes, without valuable consideration in cash or property, to vest title to the property in a living trust established by Grantor parties. Grantor WARRANTS that Grantor has good right and authority to execute and deliver this deed to the Grantee, and that Grantor is the owner in fee simple of said premises, subject only to those enFumbrances of record, if any, which were made, suffered, or assumed by the Grantor. The singular terms "Grantor" and Grantee" as used in this instrument shall be considered in the :plural. Special Warranty Deed, Page -1 DATED: this -2- 1 day of October, 1997. i STATE OF IDAHO ) ss: County of Ada ) On this ? day of October, 1997 before me, a Notary Public in and for said State, pdr•5onally appeared Mary B. Williamson known to me to be the person whose name is subscribed to the within instrument, and acknowledged to me that -she executed the *same. ZtOT :9 Notary Pub c fqF Idaho 2 Residing at Comm. Exp. 2 zov-t Wayne H. Williamson. STATE OF IDAHO ) ) ss: County of Ada ) On this z (t day of October, 1997, before me, a Notary Public in and for said State, personally appeared Wayne H. Williamson, known to me to be the person whose name is subscribed to the within instrument, and ac mOwledged to me that he executed the same. n-60L qNotary.Pub c o r Idaho T. Residing at A s-c � Com m. Exp.�� . J. Special Warranty Deed, Page - 2 1998 A —9 FM 4o ail RECORdED- REQUEST t jst lew1v e. _f-13-1998 16:12 PIONEER TITLE CUST SERVIC 206 373 3675 ! �.� subject to that certain eesament over said land in favor of the City of Meridian, State of Idaho-, a ? municipal corporation, foi water right.of "y (to be provided for through an underground pipeline) and incidental purposes as set forth in an ftstrument recarded Nay 27, 1976, as Instrument We. 7620279, Records of Ada County, Idaho, ' and subject to taxes and assessments levied and assessed for the.year 1977which are now liens but nit yet due nor payable, and subject Curther to all other easements and rights. of way of record or appearing on the land. in the County of ads, State of Idaho, to wit: h parcel of land situated in the Northeast Quarter of the Northeast Quarter of Section 12, Township 3 North, Range 1 hest,, Boise Meridian, Ada County,1daho, wore particularly described as follows- Commanoing at the Northeast corner of said Northeast Quarter of the Northeast Quarter: thence South MOW East along the East boundary of said North- east Quarter of the Northeast Quarter a distance of 695.96 feet (formerly South 695.80 feet of record) to the northeast corner of Niday•e Second Addition, which plat is on'file in Hook 11 of Plata at page 594, Records of Ada County, Idahos thence South 89"49133" West (formerly North 890300000 Rest of record) along ` - the boundary line common to said Niday's Second Addition, Wilson Addition, which plat is on file in Book 12 of Plata at Page 709, and Western Subdivision, which plat is on file in Book 24 of Plats at Pages 1499 and 1499, in the office of the recorder of Ada County, Idaho, a distance of 026.00 feet to the true point of beginnings thence South 00201304 East (formerly South of record) along a westerly boundary of said western Subdivision, a distance of 194.00 feet to a point on a North boundary of maid Western Subdi- visions thence South 890491350 West (formerly North 89.501000 West of record) along a northerly boundary of said Western Subdivision a distance of 437.29 feet (formerly 437.00 feat of record) to a point an the y center line of an extended street known as west Fourth Streets thence North 0010115" West (formerly north 0" 021000 West of record) along the extended center line of acid West Fourth Street, a Astanee of 80.00 feet; thence North 296491350 East parallel with a northerly boundary of said Western Subdivision, a distance of 137.00 feet; thence North 0619"15• West parallel with a weaterly boundary of said Western Subdivision a distance of 114.00 feet to a point on the extended '•; most northerly boundary line of said Western Subdivi- =+ sioul thence North 990491350 East (formerly South 29.50.00" East of record) along the extended most northerly boundary line of said Western Subdivision, a distance of 300.15 feet to the true point of beginning, together �g With all and aitilar the tenements, heredit»- menta and appurtenances thereunto belonging or in anywise appertaining, fro b-wimm T! DZED, P. L 4 P.03iO3 AFFIDAVIT OF LEGAL INTEREST STATE OF IDAHO ) } COUNTY OF ADA ) I,' �(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: (name) (address) to submit the accompanying application(s) pertaining to that property. 2. I agree to indemnify, defend and hold the City of Meridian and its employees harmless from any claim or liability resulting from any dispute as to the statements contained herein or as to the ownership of the property which is the subject of the application. 3. I hereby grant permission to City of Meridian staff to enter the subject property for the purpose of site inspections related to processing said application(s). Dated this _day SUBSCRIBED AND SWORN to before me My Commission Expires: s�-Atoj)cp, st,3 PRE-ATIQN A4FFTINGNOTF _S DATE. f 3 Applicatzt(s): IC Engibeer/Architeex-- M 6'!w staff C . c Proposed DeveIcptnent: Location: N w 4114- C ox i Required Applications: � FsistEug. Zoning- D _ Proposed Zonun , Comprehensive Platt Designation: P6Q16(AA p'ot Plats Property Size: Number Of V12its: _-_ -� .D-wdIing Type: S f /L Sewer: _ DK CXlater: C� K Px essuxxzed lrtlgatlon:y1� y — Qom„ , �-�p .Street Buffets:_ Open Space & mcropaths: Landscape Plan:. yr Lot Site & Frontage: F Topography: :Hydtology: Street System.: Tathway System: P-thetAppEcatiops ❑ Annexation Rezone�-- "Ca Conditional Use Permit ❑ Vafiance El Lot Line Adjustment 0 Comprehensive Platt Amendmett .. A.ppl:icaVoA C-hecldist R.evie* 'Other Agencies to Contact: A.d2xxal Pte-app7xcatio)a Co)ufetence: Not recommended Recommended . Requited Anticipated Subtaission Date: Anticipatecd-Planttixzg & Zoning Date: Additional Notes/nDCMS BA6,c In — g $ L/ ISM-5 ��� o ce C, LuCST the r a ro�z 5rovided clr rzro thzrrrleei if based,,r otz the cl�rreJFF Cif ofll�ferzdi��z �o zrd Srrbdivuzo�z �rc�7narzce a>zc�ap lic &le Ca7*rehejwve,PI,z z a;7dzr va�idfor-3 r�zo hs f(ny rsrbre.Tve :. - eh�izoer v the Zafzzng ar S< bdivr�xar�_Ordzr�af�ce or'Coir relieruzve Iar7 rr�a� czyas�r a�51_reofiorr • - - - - - -' _ a _= 1� �': �� � �� �_^�.- - W R G A.M.. DEVELOPMENT SERVICES LAND PLANNING CIVIL ENGINEERING LANDSCAPE ARCHITECTURE LAND SURVEY 453 S. Fitness Place Eagle, ID 83616 PH 208/246-8300 FX 208/246-8320 D E S I G N I N C. SIGN -IN SHEET Client: IN MME ST Project Name: q fW Ap MA�Lg v ' _Z� F- �A/ IA S L4 $ WRG # : 2q�11 LD Mtg. Location: N1 2.1b,Alt�L M lbux: �C i'Dot— Time & Date: FapQ,—i�E Q— Z�� — LD;w1 ATTENDEE REPRESENTING PHONE FAX J v l J Sew-0373 I www.wrgd.com November 21, 2006 To the neighbors of 1432 4th Street -- Meridian RE: Neighborhood Meeting on Wednesday December 6th Dear Neighbors: My name is Megan Johnson and I am the senior planner for WRG Design, Inc. The proposed development is located on the east side of 4th street between Cherry Lane and Washington. A map has been included for your convenience. We will be holding a neighborhood meeting on Wednesday December 6th. The meeting will be held at the Meridian Middle School cafeteria located at 1507 West 8th Street in Meridian. The meeting will begin at 6pm. A map showing the location of the middle school has been provided for your convenience. We encourage each of you to attend the neighborhood. If you should have any additional questions or concerns prior to the neighborhood meeting or cannot attend the meeting, please feel free to contact me at 208.246.8300 or at me_gan.johnson(jjvrcjdesicgn.com. We look forward to seeing you on December 6th. Sincerely, WRG Design, Inc. Megan Johnson Senior Planner CC: Stacy Construction WILLS MARYLIN G PAUL LARRY M EGBERT DOUGLAS PO BOX 23 PO BOX 581 104 E FAIRVIEW AVE # 249 MERIDIAN, ID 83641 MERIDIAN, ID 83680-0518 MERIDIAN, ID 83642-1733 FERNANDES JOHN 1296 N CRESTMONT DR MERIDIAN, ID 83642-2176 PARSON HARLEY 1319 N MIDTOWN ST MERIDIAN, ID 83642 LAW CHAD 1326 W 4TH ST MERIDIAN, ID 83642 MOST MARSHALL G 1345 N MIDTOWN ST MERIDIAN, ID 83642 LANDON CAROL L 1391 N MIDTOWN ST MERIDIAN, ID 83642 DOMKA DAVID 1404 W 2ND ST MERIDIAN, ID 83642 JANTZ JOHN R 142 E CLEARVUE DR MERIDIAN, ID 83646-5212 TEEL JOHN D 1430 N MIDTOWN ST MERIDIAN, ID 83642 THOMAS DREW A 1313 W 4TH ST MERIDIAN, ID 83642 MUSIC DAWN R 1323 W 4TH ST MERIDIAN, ID 83642 NEWBERRY RICHARD E & DONNA J 1337 W 2ND MERIDIAN, ID 83642 VELASQUEZJASON 1367 N MIDTOWN ST MERIDIAN, ID 83642 TAYLOR ABB H 1394 N MIDTOWN ST MERIDIAN, ID 83642-2175 RAMSAY JUANITA R 1410W2ND ST MERIDIAN, ID 83642 TOWELL MICHELE 1426 W 2ND ST MERIDIAN, ID 83642 BEARD SHAWN 1432 W 4TH ST MERIDIAN, ID 83642 JEFFERY VALERIE E 1318 W 4TH ST MERIDIAN, ID 83642 WALLIN DEAN A 1325 W 2ND ST MERIDIAN, ID 83642 CHRISTENSEN ROBERTA 1344 N CRESTMONT DR MERIDIAN, ID 83642 BACHLEDA DONNA M 1370 N MIDTOWN ST MERIDIAN, ID 83642 BATTON RICHARD E 1403 N MIDTOWN ST MERIDIAN, ID 83642 BLESSINGER RONNIE A 1418W2ND ST MERIDIAN, ID 83642 SPRINGER TODD 1427 N MIDTOWN ST MERIDIAN, ID 83642 SANDERS RANAE P 1434 W 2ND MERIDIAN, ID 83642 GASKELL KEVIN R BOLTON TERESA L PAULIN JASON B 1464 N MIDTOWN ST 1501 W 2ND ST 1502 W 2ND ST MERIDIAN, ID 83642 MERIDIAN, ID 83642 MERIDIAN, ID 83642 GRAY BRYAN N CLAY DAVID W y WILLIAMSON FAMILY TRUST 1516 W 2ND ST 1526 W 2ND 15501 E 112TH AVE UNIT 30F MERIDIAN, ID 83642 MERIDIAN, ID 83642 COMMERCE CITY, CO 80022- 9874 APPLIED PROPERTY STANSELL MICHAEL G HEINRICH STEVEN D INVESTMENT LLC 208 W MAPLE AVE 214 CAMELLIA AVE 1640 HWY 45 MERIDIAN, ID 83642 MERIDIAN, ID 83642-2226 GLENN, CA 95943-0000 SMITH DAVID L BRODERSON JOSHUA TEETER TRACY E 217 W MAPLE AVE 218 W MAPLE AVE 225 W MAPLE AVE MERIDIAN, ID 83642 MERIDIAN, ID 83642 MERIDIAN, ID 83642 MCMURDIE PAUL BROWN ELAINE F DICKSON DONALD M 2260 S ICE BEAR WAY 230 MAPLE AVE 233 MAPLE AVE MERIDIAN, ID 83642 MERIDIAN, ID 83642-2261 MERIDIAN, ID 83642-2269 WILLIAMS FRED M VICTORY CHRISTOPHER MILTENBERGER SUSAN C 236 CAMELLIA AVE MICHAEL 2614 N GRANDEE ST MERIDIAN, ID 83642 2424 E INDIAN CREEK DR BOISE, ID 83704-5940 MERIDIAN, ID 83642-9196 STUCKER LEE R & FAE M MURPHY TERRY P HUFFAKER GLEN D TRUST 2922 E MOON DIPPER CT 306 W MAPLE AVE 2641 W LEROY CT MERIDIAN, ID 83642 MERIDIAN, ID 83642 MERIDIAN, ID 83642-4307 EPLEY RITA L FARMER LINDA S CAMPBELL DARCI 307 W MAPLE AVE 314 CAMELLIA AVE 315 W MAPLE AVE MERIDIAN, ID 83642-2268 MERIDIAN, ID 83642-2228 MERIDIAN, ID 83642 MCFADDEN ARTHUR L JOHNSON STEVEN K CONRADI JEFFREY T 316 CAMELLIA AVE 316 MAPLE AVE 323 MAPLE AVE MERIDIAN, ID 83642-2228 MERIDIAN, ID 83642-2267 MERIDIAN, ID 83642-2268 GEARY SANDRA SHAFFER LISA E WOODELL TODD 3383 JAYLEE DR 3620 RAMPART ST 428 W MAPLE AVE SANTA ROSA, CA 95404 BOISE, ID 83704-4551 MERIDIAN, ID 83642 CHURCH OF JESUS CHRIST RARICK JOSEPH R STANDLEY DONALD LATTER DAY SAINTS 451 W MAPLE AVE 475 W MAPLE AVE 50 E NORTH TEMPLE ST FL 22 MERIDIAN, ID 83642 MERIDIAN, ID 83642 SALT LAKE CITY, UT 84150- 0002 HENDERSON CALVIN K 5445 EL GATO IN MERIDIAN, ID 83642 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 ofthe above requirements and will comply with the posting requirements as stated in UDC 11-5.A-5. Date Pagel of 3 Megan Johnson From: David Couch [dscouch@adaweb.net] Sent: Thursday, December 14, 2006 11:06 AM To: Megan Johnson Subject: RE: Subdivision Name Reservation December 14, 2006 Megan Johnson WRG Design Inc. RE: Subdivision Name Reservation DEKLAN SUBDIVISION Dear Applicant, At your request, I will reserve the name "DEKLAN 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. I will make the change in the database. Sincerely, David J. Couch, PLS Ada County Surveyor For procedure on reserving subdivision names go to: http://www.adaweb.net/devserv/survey/Rsubname.htm Check out the list of subdivision names at: ham://www.adaweb.net/devserv/survey/subnames.htm From: Megan Johnson[ma iIto: Megan.Johnson@wrgdesign.com] Sent: Thursday, December 14, 2006 9:47 AM To: David Couch Subject: RE: Subdivision Name Reservation Hi David - Thanks for quick reply. I actually misspelled the name, it should be Deklan with an "a" not an "e". Is that a problem? Thanks, Megan Megan Johnson Senior Planner 453 South Fitness Place Eagle, ID 83616 208,246.8300 (phone) 208.246.8320 (fax) megan Johnson a@wrgdesign com 12/14/2006 Es� , s 'w Tm r.i..sl.�! a $�> - e n 4.hq eeb� a�� eae�� EeE� geg� eee � e�4 ge�P ate" egms]]~ 0ee�� e�� mZ ���5q P�� T�a g�� Y�� Y� k�� EF'�4o ��� p�4 p7i e�! i ■ A ITT OT��ftl xa 7 a w x d C d it o C. :. s L - sF g g �= 6d d s$ v �� a s gya w ° la jl 1!vP IA Jul �€� �•� �~��QQa ��_� A ���� CIF IF m g � � e� a a� a�' e5 e ° e;� a� a a ems. �8 �' I! o w . o M6 d m p pp x x x d Y C q y d y ! �_ pp�Le oo Vie• k qP t, T, t, R j gL ab! ab a ea a~! e4 e4 g 9 P 9 dax xc a - x a pL 14 I��i� � m bbF bg bbb, b�ega gpga a gae2egeip�ix. pi YY� PA �Pi E4�~ ��� �� Y�� Q�e p! 4�0 ��ECm ��aA gy"g�e��� P Y�� ��R S a E d4 a eia a1! e4 ei, ei, ai, ei eie ail eAz I � COVER SHEET xoCC a DEKLAN SUBDIVISION T m �>�m mseMMgC NOAa Gyao 83816 HERITAGE DEVELOPMENT, LLCM- * �4683W Fu,flaan CITY OF MERIDIAN, IDAHO b �. •. •.--...m .• • .. ro. ! ;4 s1 i a� .n �.•i� N00050TM IOY.T' ..m At a as 1 = // I ,. a r 1 I I I I VA be snoff r,Na,w 3NNif < $ PRELIMINARY PLAT DEKLAN SUBDIVISION HERITAGE DEVELOPMENT, LLC�� CITY OF MERIDIAN, IDAHO D =gym ;Age ©®® tea°" °"• F �°SM q m YK 41N i11�ET j n� ,r _ mo 1K 41H 9FMU .x -- \\ 1_ L-------- ---�� I f< •� , �� el D r 1c - I'o I _ lia -4" . €F �€ .; IsIs gg \ O ( i 14 Pg _4 , • *31 EM.. S ET I: q I C I e 1 is Fri 11 Effil I, I) I I I, � I yp 1 ! 3 ' g � y - - f a k� & ;wD 1.- Yam: €A DRAINAGE PLAN/SEWER PROFILE DEKLAN SUBDIVISION HERITAGE DEVELOPMENT, LLC CITY OF MERIDIAN, IDAHO ®®® • • ' 11i8 E NiNIp GaIF Ww bpl4 M) l9BK T• 21NNN•B9pp m 4afi= 4TH STREET 8 �Y o v 4 O m C� .m Z ----------------------- � 1 �c � z O i , i i i i 3 i i i i p � i i i i i i itr----------------------------� I LANDSCAPE PLANTING PLAN ©®0 r �2 e ® DEKLAN SUBDIVISION ' ° ' ' ' . . ~ o. - v iRd E mft Cm*DMm ENKD SM 2z W HERITAGE DEVELOPMENT, LLC TaL 20 46JM Fu 2=48B= CITY OF MERIDIAN, IDAHO I ..a...®...... a. M4 1. ib ;9 : J E �ao�nsMn+warsr Mrs M�Niir� D19Y M'.aVYMRAe[ 1 I 81EET. �.Y~L� OMF PAW ROW .d0iC2 Off— .�..�A�M�L�.TS��MiS��i! JHE���j . 1M�LL�A� i JMAMm� AiiOG=ATsa sm. ay.@Eei a47n6R lumz �OO7.MM� DOWIMM OAR p. LDRB1 D. 1.LLWG __ N►/.� tO1m1 D. It11NU M. �� A'iiOCFA'TtB. nTc. *??�>aet is.aaos�� Mlp 4aR1f P-YAJt!VA$. �' MOe $ 14;'s $yes _-A p ,. A .Dow-" PIRYi1pTMYTTA e4i lam, lC6CAT1°°°�°�{ �ITO�GIt >14Y1! STIyY NYTUIfY1l � m� Tu iw m °° a�,+rmrariti =1 . 4 Groundwater Investigation Stacey Infill Project Meridian, Idaho Project No. 06B-G1436 Prepared for WRG Design November 27, 2006 Prepared for WRG Design 453 South Fitness Place Eagle, Idaho 83616 Attention: Ashley B. Ford A M E R i (A N TECHNICS Groundwater Investigation Stacey Infill Project Meridian, Idaho American Geotechnics Project No. 06B-G1436 November 27, 2006 Prepared by §'^ et American Geotechnics'io 2 ; OF .6 9i'`iti 6 Adam Lyman, EIT ex W. Hansen, PE Geotechnical Engineer Geotechnical Engineer American Geotechnics 5260 Chinden Blvd. • Boise, ID 83714 • _(208) 658-8700 2300 N Yellowstone Hwy, Suite 203 9 Idaho Falls, ID 83401 • (208) 523-8710 Stacey Infill Project A M E R I C A N Meridian, Idaho I Project No. 0613-G1436 • November 27, 2006 T E C H N I C S Page i TABLE OF CONTENTS PAGE 1.0 INTRODUCTION I 1.1 Purpose and Scope of Work.....................................................................................1 1.2 Project Description...................................................................................................I 1.3 References................................................................................................................2 1.4 Important Information Regarding this Geotechnical Report ....................................2 2.0 METHODS OF STUDY 3 2.1 General Reconnaissance..........................................................................................3 2.2 Field Explorations....................................................................................................3 3.0 INTERPRETATION 4 3.1 Geology....................................................................................................................4 3.2 Subsurface Profile....................................................................................................4 3.3 Groundwater............................................................................................................5 4.0 CLOSURE 6 4.1 Limitations...............................................................................................................6 4.2 Review of Plans and Specifications.........................................................................8 APPENDICES A Vicinity Map Boring Location Map Site Photos B Logs of Exploration Laboratory Test Reports C Important Information About Your Geotechnical Engineering Report Application for Authorization to Use by Other Parties Geotechnical Engineering Environmental Services Testing Services Licensing in Idaho, Oregon, Washington, Nevada, Utah, Wyoming, Montana AmericanGeotechnics.com Stacey Infill Project Meridian, Idaho Project No. 0613-G1436 November 27, 2006 Page 1 1.0 INTRODUCTION 1.1 Purpose and Scope of Work A M E R I C A N I �f T E C H N I C S This report presents the results of our abbreviated soil and groundwater depth investigation performed for the proposed Stacey Infill Project in Meridian, Idaho. The proposed building site is located at 1432 W. 40' Street in Meridian, Idaho. The site is so located in the NE 1/4 of the NE 1/4, Section 12, Township 3N, Range 1 W, Boise Meridian, Ada County. A vicinity map showing the site location is included as Figure 1 in Appendix A. In general, the purposes of this investigation were to evaluate the subsurface conditions and to provide general soil conditions and groundwater depth relating to the proposed building structures, pavements, and general site preparation. The investigation included subsurface exploration, representative soil sampling, field testing, and preparation of this report. This report was prepared solely for geotechnical purposes, and does not address any environmental issues. The work performed for this report was authorized by Ashley Ford, Planning Project Manager at WRG Design, and was conducted in accordance with our original site investigation proposal dated November 9, 2006. 1.2 Project Description Based on information provided to American Geotechnics by WRG Design, we understand before the design can begin, groundwater information is needed for the property. Currently the proposed construction is in preliminary design stages and land -use, number of buildings, and building sizes are unknown. A plan configuration of the site is shown on Figure 2 in Appendix A. At the time of this investigation, the proposed site was undeveloped and vacant. The topography was generally flat with an overall slope to the North. The surface of the site was covered with grassy vegetation. American Geotechnics Stacey Infill Project Meridian, Idaho Project No. 0613-G1436 November 27, 2006 Page 2 1.3 References A M E Rk A; \ k• J T E C H N I C S The following information was provided to American Geotechnics and serves as the basis of our understanding of the project and our scope: • Microsoft Word file entitled "RTI" containing a vicinity map and general site map of the subject property; received from WRG Design via e-mail on November 11, 2006. • Collett, Russell A. Soil survey of Ada County area Idaho. National Cooperative Soil Survey. Washington. May 1980. • Idaho Department of Water Resources (IDWR) On -Line Groundwater Level Data -Base. Web site located at http://www.idwr.idaho.gov/hydrologic/info/obswell. Page accessed on November 16, 2006. • Idaho Department of Water Resources (IDWR) Summary Report for Township 3 North, Range 1 West, Section 12. Web site located at http://www.idwr.idaho.us/appswell/searchwc.asp. Page accessed on November 16, 2006. 1.4 Important Information Regarding this Report Appendix C contains important information relating to the role of American Geotechnics on this project and the appropriate use of this report. This report is intended to provide general soil types and groundwater elevation information to project designers. This report may be provided to the contractor as reference information, but is not intended to be a substitute for properly prepared geotechnical investigation and report, contract drawings and specifications. American Geotechnics requests the opportunity to review final drawing and specifications for comparison with our understanding of the site conditions and project geotechnical requirements. American Geotechnics Stacey Infill Project Meridian, Idaho Project No. 06B-G1436 November 27, 2006 Page 3 2.0 METHODS OF STUDY 2.1 General Reconnaissance AMERI[AN TE[HNIfS Data including a site plan provided by WRG Design was reviewed before starting the field program. The site was visited to mark the field exploration locations, coordinate a utilities clearance, and assess site access. Soil survey of Ada County area Idaho (Collet 1980) reports the site soils are Aeric Haplaquepts and Purdam Silt Loam. Other information reviewed includes Idaho Department of Water Resources (IDWR) Well logs for wells near the site and the IDWR Ground Water Level Database. 2.2 Field Explorations The subsurface soil conditions were explored by drilling one test boring on November 16, 2006, within the proposed site to depth of 12 feet below the existing site grade. The approximate location of the test boring is shown on Figure 2 in Appendix A. A log of the subsurface conditions, as encountered in the test boring, was recorded at the time of the field work by American Geotechnics, and is presented on the log of exploration contained in Appendix B. The soils were classified using ASTM D2488 — Classification of Soils for Engineering Purposes, as a guide. The drilling was accomplished with American Geotechnics' trailer mounted drill rig using hollow stem auger equipment. A 2" PVC pipe was installed in the boring for future measurements of groundwater levels, if desired. American Geotechnics Stacey Infill Project Meridian, Idaho Project No. 06B-G1436 November 27, 2006 Page 4 3.0 INTERPRETATION 3.1 Geology A M E R I C A N nit-; 1 T E C H N I C S Soil survey of Ada County area Idaho (Collet 1980), reports the site soils are Aeric Haplaquepts and Purdam Silt Loam which can be generally in the upper 6 feet of the subsurface profile. These are soil formed in loess or silty alluvium that is underlain by mixed alluvium in the drainage way of the alluvial terraces south of the Boise River. Collet reports these soils are characterized as being moderately deep to deep and somewhat poorly drained to well drained and may include a hardpan. The digging and trenching may be hampered by the hardpan and by seasonally high groundwater unless drainage is provided. The use of these soils as a septic tank absorption field is limited by the fluctuating groundwater table and depth to hardpan. If the septic absorption field discharges water into the groundwater, contamination of the nearby water supply can be a hazard. The hardpan typically restricts the downward movement of effluent. Typically the cemented hardpan can be penetrated by power equipment. 3.2 Subsurface Profile A generalized subsurface profile was developed for this project to provide a basis for discussion of soil conditions for the proposed facilities. This profile is based on the field test data and exploration testing program conducted by American Geotechnics. Generalized Subsurface Profile* Stratum Generalized Description I Sandy Lean Clay (CL) encountered from the existing ground surface to 4 feet below ground surface, stiff. A thin moderately cemented layer of fine to course sand (hardpan) was observed 2.5 feet below ground surface. II Silty Sand with Gravel (SM) encountered from 4 feet below ground surface to bottom of hole, medium dense. *See the logs of exploration (Appendix B) for detailed subsurface information. American Geotechnics Stacey Infill Project Meridian, Idaho Project No. 06B-G1436 November 27, 2006 Page 5 3.3 Groundwater A M E R I C A N T E C H N I C S Groundwater was observed at the time of our field investigation at a depth of 8.4 feet below the existing ground surface. The log of exploration contains the water level measurement. The location of the test boring was selected because it appeared to be the lowest surface elevation on the lot. This investigation was performed after the irrigation season during which groundwater is typically at its seasonally high. Historical data published by the Idaho Department of Water Resources was reviewed to estimate groundwater fluctuation and seasonal high. Well Driller's reports (IDWR Summary Report) were reviewed. For available well logs within 1/2 mile of the site, it appears that the groundwater in the Northeast Quarter of Section 12 is typically deeper than 8 feet below ground surface. It also appears that peak groundwater in the surrounding 1/4 sections is typically deeper than 8 feet below ground surface except in areas near Five Mile Creek and Settlers Canal, which are north and northeast of the site, respectively. The Groundwater Level Database (IDWR On -Line Database) was reviewed for groundwater level fluctuation and peak groundwater highs for wells 03N01 W-03DDA1, 04NO1E-29CCCD1, and 04N101 W-35AAA1, which are the three wells nearest the site. Data for these wells recorded between October 1933 to May 2006 indicated the peak groundwater elevation ranged between from 8.2 feet to 11.5 feet below the site's approximate ground surface elevation. It should be noted that these measurements were taken from wells that were a half mile or more distance from the site. Soil survey of Ada County area Idaho (Collet 1980), reports that the typical groundwater for the Aeric Haplaquepts soil at the site can be as shallow as 18 inches during the summer months. The soil properties associated with this soil type are typically formed in mixed drainage ways. The site does not appear to be part of a drainage way. An irrigation conveyance was observed at the site, however, it appeared that this ditch has not been used for some time, and that the nearby property, which is not agricultural land used for row crops, is not using flood irrigation adjacent to the site. American Geotechnics Stacey Infill Project Meridian, Idaho Project No. 06B-G1436 November 27, 2006 Page 6 A M E R I C A N T E C H N I C S It should be noted that groundwater levels may fluctuate seasonally in response to precipitation, land use, irrigation and other factors including geographic location. Monitoring of groundwater fluctuation was beyond the scope of this investigation. Based on our investigation and available data, it is our opinion that the seasonal high groundwater elevation may be approximately 7 feet below existing ground surface and the site is best suited for buildings not having a basement and connected to a municipal septic system. 4.0 CLOSURE 4.1 Limitations Recommendations contained in this report are based on our field explorations and review of readily available literature. The study was performed using a mutually agreed upon scope of work. It is our opinion that this study was a cost-effective method to determine site soils and general groundwater elevation conditions. More detailed, focused, and/or thorough investigations can be conducted. Further studies will tend to increase the level of assurance; however, such efforts will result in increased costs. If the Client wishes to reduce the uncertainties beyond the level associated with this study, American Geotechnics should be contacted for additional consultation. The soils data used in the preparation of this report were obtained from the field explorations made for this investigation. It is possible that variations in soils exist between the points explored. The nature and extent of soil variations may not be evident until construction occurs. If any soil conditions are encountered at this site that differ from those described in this report, our firm should be immediately notified so that we may make any necessary revisions to our recommendations. In addition, if the scope of the proposed project, locations of structures, or building loads change from the description given in this report, our firm should be notified. The observations made in this report are based on the assumption that an adequate geotechnical program including testing, observation, and engineering consultation will be made prior to and during construction to verify compliance with the report findings; prepare adequate geotechnical American Geotechnics Stacey Infill Project ...- A M E R I C A N Meridian, Idaho r \ \ Project No. 06B-G1436 � • November 27, 2006 T E C H N I C S Page 7 field exploration, laboratory testing, engineering analyses, recommendations, and reporting; and identify appropriate construction conditions. The observation and testing of subsurface soils specific to building conditions are critical with regards to the conclusions and recommendations provided in this report. If and adequate geotechnical investigation and report are not performed prior to construction, then the Client agrees to assume American Geotechnics' responsibility for any potential claims that may arise during or after construction. The report has been prepared for specific application to this project in accordance with the generally accepted standards of practice at the time the report was written. No warranty, express or implied, is made. This report may be used only by the Client and for the purposes stated, within a reasonable time from its issuance. Land use, site conditions (both on- and off -site), or other factors including advances in man's understanding of applied science may change over time and could materially affect our findings. Therefore, this report should not be relied upon after 24 months from its issue. American Geotechnics should be notified if the project is delayed by more than 24 months from the date of this report so that a review of site conditions can be made, and recommendations revised, if appropriate. It is the CLIENT'S responsibility to see that all parties to the project, including the designer, contractor, subcontractors, etc., are made aware of this report in its entirety. The use of information contained in this report for bidding purposes should be done at the Contractor's option and risk. Any party other than the Client who wishes to use this report shall notify American Geotechnics of such intended use by executing the "Application for Authorization to Use" which follows this document as an appendix. Based on the intended use of the report, American Geotechnics may require that additional work be performed and that an updated report be issued. Non-compliance with any of these requirements by the Client or anyone else will release American Geotechnics from any liability resulting from the use of this report by any unauthorized parry. American Geotechnics Stacey Infill Project A M E R I C A N Meridian, Idaho Project No. 06B-G1436 ke J November 27, 2006 T E C H N I C$ Page 8 4.2 Review of Plans and Specifications American Geotechnics requests the opportunity to review the final plans and specifications for this project to determine if the final design complies with this report prior to submittal to review agencies. American Geotechnics Stacey Infill Project Meridian, Idaho Project No. 0613-G1436 APPENDIX A VICINITY MAP BORING LOCATION MAP SITE PHOTOS American Geotechnics A M E R I C A N �C:10. TECHNICS American Geotechnics SITE SCALE:NTS VICINITY MAP Stacey Infill Groundwater Meridian, Idaho Project No. 0613-G1436 November, 2006 Figure 1 A M E R I C A N r A \ T E C H N I C S Stacey Infill Project Meridian, Idaho Proj ect No. 06B-G 143 6 1-1,uLu i s v iGw from ,+ zmreet looking east across the site. Photo Z: View from middle of site looking northeast. American Geotechnics A M E R I( A N TECHNICS Stacey Infill Project " A M E RI( A N Meridian, Idaho Project No. 06B-G1436 AA, k4k TE(HNI(S APPENDIX B LOGS OF EXPLORATION American Geotechnics Stacey Infill Project A M E R I( A N Meridian, Idaho 1 Project No. 0613-G1436 \� 1•J TECHNICS General Leizend and Notes for Logs of Exploration SYMBOL DESCRIPTION BG Small -volume bag sample BK Large -volume bulk sample SS Standard split -spoon sample (reference ASTM D 1586) OSS Oversized split -spoon sample with an outside diameter of 3 inches. Blow counts are not corrected to N-Values unless noted separately on the logs ST Thin -walled (Shelby) tube sample with an inside diameter of 2.88 inches unless otherwise noted on the logs (reference ASTM D 1587) PT Piston tube sample with an inside tube diameter of 2.88 inches unless otherwise noted on the logs (reference ASTM D 1587) RS Ring sample with an inside diameter of 2.42 inches unless otherwise noted on the logs (reference ASTM D 3550) CR Core barrel sample (reference ASTM D 2113) co Water content LL Liquid Limit PL Plastic Limit PI Plasticity Index Indicates the measured groundwater level Note: 1 • Soil samples recovered were identified, described, and classified in the field using ASTM D 2488 (Unified Soil Classification System) as a guide. American Geotechnics ASTM D2487 Soils Classification Chart GROUP SYMBOL GROUP NAME < 300X plus No. 200 < 15 %plus No. 200 Lean Clay 15 - 29% plus No. 200 -zzzZZ % sand >_ % gravel - Lean Clay with Sand PI > 7 and plots on - - CL % sand < % gravel —+ Lean Clay with Gravel or above"A" line. % sand >_%gravel <15%gravel - Sand Lean Clay Y > 30 % plus No 200 2 15 % gravel — Sandy Lean Clay with Gravel % sand < % gravel < 15 % gravel +_ welly Lean Clay >_ 15 % gravel - Gravelly Lean Clay with Sand < 30% plus No. 200 'zz::::Z < 15 % plus No. 200 Silty Clay 15 - 29% lus N200 Inorganic 4 < PI <7 and plots —y CL_M J p o. % sand 2 % gravel — Silty Clay with Sand %sand < ^/, gravel - Silty Clay with Gravel on or above "A" line % sand >_ % gravel < 15% gravel ---i Sandy Silty Clay >_ 30% plus No 200 >_ 15% gravel -i Sandy Silty Clay with Gravel % sand < % gravel --zZZ:::Z < 15% gravel —a Gravelly Silty Clay > 15% gravel ► Gravelly Silty Clay with Sand LL<50 <30%plus No. 200 < 15 %plus No. 200 Silt PI < 4 or plots 15 - 29% plus No. 200 � % sand 2 % gravel —� Silt with Sand below "A" line —� ML % sand <%gravel � Silt with Gravel % sand >_%gravel <15%gravel Sandy Silt >_ 30% plus No 200 >_ 15 % gravel ► Sandy Silt with Gavel % sand < % gavel < 15% gravel Gravelly Silt >_ 15% gravel ---� Gravelly Silt with Sand Organic LL - ovendried <0.7) —�-OL � See below LL - not dried < 3094 plus No. 200 -:7� < 15% plus No. 200 Fat Clay PI plots on or _ CH 15 - 29% plus No. 200 / sand 2 % gravel —�► Fat Clay with Sand above "A" line % sand < % gravel - Fat Clay with Gravel % sand ? % gravel < 15% gravel Sandy Fat Clay >_ 30% plus No 200 2 15% gravel Sandy Fat Clay with Gavel 0 Inorganic sand < % gavel lz.:� < 15% gavel Gravelly Fat Clay 2 15 % gavel Gravelly Fat Clay with Sand <30%Plus No. 200 < 15% plus No. 200 Elastic Silt PI plots below ] 5 - 29% plus No. 200 % sand 2 % gavel —y- Elastic Silt with Sand LL > 50 "A" line —_ MH %sand <%gavel - Elastic Silt with Gavel < % sand % gavel lz.:� <15%gravel Sandy Elastic Silt >_ 30% plus No 200 >_ I S % gavel ► Sandy Elastic Silt with Gavel %sand <%gravel -� < 15% gravel Gravelly Elastic Silt _ 15 % gravel Gravelly Elastic Silt with Sand Organic LL- ovendried > < 0.75� —� OH y- See below LL - not dried // <30%plus No. 200 -Z�z <15%plus No. 200 Organic Clay 15 - 29% plus No. 200 "z:Z:Z % sand 2 % gravel —+• Organic Clay with Sand % sand < % gravel - Organic Clay with Gravel PI 2 4 and plots on % sand >_ % gravel < 15% gravel Sand Or anic Cla or above "A" line 2 30% plus No 200 > 15% avel --� y g y gr Sandy Organic Clay with Gravel % sand <% gravel < 15 % gravel Gravelly Organic Clay OL >_ 15 % gravel ---r Gravelly Organic Clay with Sand <30%plus No. 200 <15%plus No. 200 Organic Silt 15 - 29o/, plus No. 200 Z % sand 2 % gravel — Organic Silt with Sand % sand < o o gravel — Organic Silt with Gravel PI < 4 or plots % sand 2 % gravel < 15% ravel -�-� below "A" line >_ >_ 30% plus No 200 g Sandy Organic Silt 15% gravel Sandy Organic Silt with Gavel % sand < % gravel < 15% gravel Gravelly Organic Silt 2 15 % gravel Gravelly Organic Silt with Sand 30% plus No. 200 <15%plus No. 200 Organic Clay 15 - 29% plus No. 200 % sand > % gravel � Organic Clay with Sand PI > 4 and plots on % sand < % gravel —� Organic Clay with Gravel sand >_ % gravel --zzz:z:::z < 15% gravel Sandy Organic Clay or above "A" line >_ 30% plus No 200 o 15% gravel ----� Sandy Organic Clay with Gravel /o sand < % gravel >_ < 15 0 o gravel ter_ welly Organic Clay OH >_ 15% gravel Gravelly Organic Clay with Sand <30%plus No. 200 � <15%plus No. 200 Organic Silt 15 - 29% plus No. 200 o o sand >_ % gravel — Organic Silt with Sand Plots below % sand < % gravel — Organic Silt with Gravel sand >_ % gravel < 15% ravel ---a "A" line >_ 30% plus No 200 g Sandy Organic Silt , 15 % gravel � Sandy Organic Silt with Gravel % sand < % gravel < 15% gravel --� Gravelly Organic Silt >_ 15% gravel Gravelly Organic Silt with Sand I .. '"aw, ASTM D2487 Soils Classification Chart (coat.) GROUP SYMBOL GROUP NAME <5%fines Cu >_4and lsCcs3 <15%sand Well Graded Gravel Cu <4 and/or 1>Cc>3 >_ 15% sand GP � < 15% sand —y - Well Graded Gravel with Sand Poorly Graded Gravel >_ 15% sand Poorly Graded Gravel with Sand fines = ML or MH Cu > 4 15Ccs3 GW-GM < 15% sand Well Graded Gravel with Silt and GRAVEL > 15% sand �- Well Graded Gravel with Silt and Sand fines = CL or CH > 5-12% fines G�7_GC < 15% sand - Well Graded Gravel with Clay %s %san and >_ 15 %sand ► Well Graded Gravel with Clay and Sand fines =ML or MH Cu <4 1>Cc>3 -<� GP -GM < 15% sand - Poorly Graded Gravel with Silt and/or 2 15% sand Poorly Graded Gravel with Silt and Sand fines = CL or CH ► GP -GC < 15 % sand Poorly Graded Gravel with Clay 2 15% sand Poorly Graded Gravel with Clay and Sand fines = ML or MH —y GM < 15% sand Silty Gravel > 12% fines fines = CL or CH 2 15%sand —y- - GC < 15 % sand Silty Gravel with Sand - Clayey Gravel >_ 15% sand --.► Clayey Gravel with Sand fines = CL-ML - GC -GM -Z.� < 15% sand - Silty, Clayey Gravel >_ 15% sand Silty, Clayey Gravel with Sand < 5 % fines z,,':::� Cu >_ 6 and 1 <Ccs3 SW < 15 % gravel Well Graded Sand Cu < 6 and/or 1>Cc>3 >_ 15%gravel► Well Graded Sand with Gravel SP < 15% gravel Poorly Graded Sand >_ 15% gravel Poorly Graded Sand with Gravel fines = ML or MH Cu >_ 6 1 - SW-SM < 15% gravel - Well Graded Sand with Silt and sCcs3 SAND _> 15 % gravel Well Graded Sand with Silt and Gravel fines = CL or CH % sand 2 5-12%fines y SW_SC < 15% gravel Well Graded Sand with Clay >_15% ravel 8 We%ll Well Graded Sand with Clay and Gravel fines = ML or MH Cu < 6 and/or 1>Cc>3 SP-SM < 15% gravel —� Poorly Graded Sand with Silt fines = CL or CH —y >_ 15% gravel —� Poorly Graded Sand with Silt and Gravel SP-SC -:Z� < 15% gravel —r— Poorly Graded Sand with Clay >_ 15% gravel Poorly Graded Sand with Clay and Gravel fines = ML or MH SM <i 15 % gravel r— Silty Sand > 12%fine fines = CL or CH — 15 % gravel —� Silty Sand with Gravel SC <>_ 15 % gravel —� Clayey Sand fines = CL-ML 15% gravel —� ► S C-SM � < 15 % gravel --► Clayey Sand with Gravel Silty, Clayey Sand >_ 15% gravel Silty, Clayey Sand with Gravel a X A 41 3C U F'^ vo a 20 a 10 0 -- 1. su 90 100 110 LIQUID LIMIT (LL) PROJECT: Stacey Infill Grounla ! ter LOCATION: 1432 W. 4th Street, Boise, Idaho DATE OF DRILLING: November 15, 2006 LOGGED BY: A. Lyman DRILLING METHOD: Hollow Stem Auger WATER LEVEL: 8.4 feet on 11/15/06. OwSEVATION WELL NO. B-1 A M E R[ C A N r -I 1 0 L J1 J ELEVATION: NA T E C H N C S Stacey Infill Project A M E R I( A N Meridian, Idaho f Project No. 06B-GI436 \� 1•J T E C H N I C S APPENDIX C IMPORTANT INFORMATION ABOUT YOUR GEOTECHNICAL ENGINEERING REPORT APPLICATION FOR AUTHORIZATION TO USE American Geotechnics Stacey Infill Project '' %w'' Meridian, Idaho �� R f.\ Project No. 0613-G1436 1 J Note: This report is prepared solely for the use of our client and our client's consultantsNin ( S relation to the project described herein. Other parties shall not utilize this report without the written permission of American Geotechnics. APPLICATION FOR AUTHORIZATION TO USE AND COPY TO: American Geotechnics, Inc. 5260 Chinden Blvd. Boise, Idaho 84714 FROM: (your company) (your name and title) (office address) (your telephone) (your fax) RE: (Report Title, Project Name, and Site Location) American Geotechnics Report No. To American Geotechnics, Inc: Report date Applicant understands and agrees that the use of the referenced report without permission from American Geotechnics, Inc. releases American Geotechnics, Inc. from any liability that may arise from use of this report. Applicant recognizes that American Geotechnics, Inc. is the copyright owner of this document. Applicant agrees that unauthorized use or copying of the referenced report for the subject site is strictly prohibited without the express written permission of American Geotechnics, Inc. Applicant agrees to accept the contractual terms and conditions between American Geotechnics, Inc. and the client listed in the referenced report as originally negotiated for the work. (your signature) (your title) (date) Statement from American Geotechnics, Inc. 1 copy approved for re -use after payment of a fee of $ to American Disapproved. This report needs to be updated by American Geotecchnics, Inc.Geotechnics, Inc. By: American Geotechnics, Inc Date: American Geotechnics More construction problems are caused by site subsurface conditions than any other factor. As troublesome as subsurface problems can be, their frequency and extent have been lessened considerably in recent years, due in large measure to programs and publications of ASFE/The Association of Engineering Firms Practicing in the Geosciences. The following suggestions and observations are offered to help you reduce the geotechnical-related delays, cost -overruns and other costly headaches that can occur during a construction project. A GEOTECHNICAL ENGINEERING REPORT IS BASED ON A UNIQUE SET OF PROJECT - SPECIFIC FACTORS A geotechnical engineering report is based on a subsurface exploration plan designed to incorporate a unique set of project -specific factors. These typically include: the general nature of the structure involved, its size and configuration; the location of the structure on the site and its orientation; physical concomitants such as access roads, parking lots, and underground utilities, and the level of additional risk which the client assumed by virtue of limitations imposed upon the exploratory program. To help avoid costly problems, consult the geotechnical engineer to determine how any factors which change subsequent to the date of the report may affect its recommendations. Unless your consulting geotechnical engineer indicates otherwise, your geotechnical engineering report should not be used. - When the nature of the proposed structure is changed, for example, if an office building will be erected instead of a parking garage, or if a refrigerated warehouse will be built instead of an unrefrigerated one; • When the size or configuration of the proposed structure is altered; • When the location or orientation of the proposed structure is modified; • When there is a change of ownership, or • For application to an adjacent site. Geotechnical engineers cannot accept responsibility for problems which may develop if they are not consulted after factors considered in their report's development have changed. MOST GEOTECHNICAL "FINDINGS" ARE PROFESSIONAL ESTIMATES Site exploration identifies actual subsurface conditions only at those points where samples are taken, when they are taken. Data derived through sampling and subsequent laboratory testing are extrapolated by geotechnical engineers who then render an opinion about overall subsurface conditions, their likely reaction to proposed construction activity, and appropriate foundation design. Even under optimal circumstances actual conditions may differ from those inferred to exist, because no geotechnical engineer, no matter how qualified, and no subsurface exploration program, no matter how comprehensive, can reveal what is hidden by earth, rock and time. The actual interface between materials may be far more gradual or abrupt than a report indicates. Actual conditions in areas not sampled may differ from predictions. Nothing can be done to prevent the unanticipated, but steps can be taken to help minimize their impact. For this reason, most experienced owners retain their geotechnical consultants through the construction stage, to identify variances, conduct additional tests which may be needed, and to recommend solutions to problems encountered on site. SUBSURFACE CONDITIONS CAN CHANGE Subsurface conditions may be modified by constantly -changing natural forces. Because a geotechnical engineering report is based on conditions which existed at the time of subsurface exploration, construction decisions should not be based on a geotechnical engineering report whose adequacy may have been affected by time. Speak with the geotechnical consultant to learn if additional tests are advisable before construction starts. Construction operations at or adjacent to the site and natural events such as floods, earthquakes or groundwater fluctuations may also affect subsurface conditions and, thus, the continuing adequacy of a geotechnical report. The geotechnical engineer should be kept apprised of any such events, and should be consulted to determine if additional tests are necessary. GEOTECHNICAL SERVICES ARE PERFORMED FOR SPECIFIC PURPOSES AND PERSONS Geotechnical engineers' reports are prepared to meet the specific needs of specific individuals. A report prepared for a consulting civil engineer may not be adequate for a construction contractor, or even some other consulting civil engineer. Unless indicated otherwise, this report was prepared expressly for the client involved and expressly for purposes indicated by the client. Use by any other persons for any purpose, or by the client for a different purpose, may result in problems. No individual other than the client should apply this report for its intended purpose without first conferring with the geotechnical engineers. No person should apply this report for any purpose other than that originally contemplated without first conferring with the geotechnical engineer. A GEOTECHNICAL ENGINEERING REPORT IS SUBJECT TO MISINTERPRETATION Costly problems can occur when other design professionals develop their plans based on misinterpretations of a geotechnical engineering report. To help avoid these problems, the geotechnical engineer should be retained to work with other appropriate design professionals to explain relevant geotechnical findings and to review the adequacy of their plans and specifications relative to geotechnical issues. BORING LOGS SHOULD NOT BE SEPARATED FROM THE ENGINEERING REPORT Final boring logs are developed by geotechnical engineers based upon their interpretation of field logs (assembled by site personnel) and laboratory evaluation of field samples. Only final boring logs customarily are included in geotechnical engineering reports. These logs should not under any circumstances be redrawn for inclusion in architectural or other design drawings, because drafters may commit error or omissions in the transfer process. Although photographic reproduction eliminates this problem, it does nothing to minimize the possibility of contractors misinterpreting the logs during bid preparation. When this occurs, delays, disputes and unanticipated costs are the all -too -frequent result. To minimize the likelihood of boring log misinterpretation, give contractors ready access to the complete geotechnical engineering report prepared or authorized for their use. Those who do not provide such access may proceed under the mistaken impression that simply disclaiming responsibility for the accuracy of subsurface information always insulates them from attendant liability. Providing the best available information to contractors helps prevent costly construction problems and the adversarial attitudes which aggravate them to disproportionate scale. READ RESPONSIBILITY CLAUSES CLOSELY Because geotechnical engineering is based extensively on judgment and opinion, it is far less exact than other design disciplines. This situation has resulted in wholly unwarranted claims being lodged against geotechnical consultants. To help prevent this problem, geotechnical engineers have developed model clauses for use in written transmittals. These are not exculpatory clauses designed to foist geotechnical engineers' liabilities onto someone else. Rather, they are definitive clauses which identify where geotechnical engineers' responsibilities begin and end. Their use helps all parties involved recognize their individual responsibilities and take appropriate action. Some of these definitive clauses are likely to appear in your geotechnical engineering report, and you are encouraged to read them closely. Your geotechnical engineer will be pleased to give full and frank answers to your questions. OTHER STEPS YOU CAN TAKE TO REDUCE RISK Your consulting geotechnical engineer will be pleased to discuss other techniques which can be employed to mitigate risk. In addition, ASFE has developed a variety of materials which may be beneficial. Contact ASFE for a complimentary copy of its publications directory. Published by ASFE (The Association of Engineering Firms Practicing in the Geosciences) 8511 Colesville Road/Suite G106/Silver Spring, Maryland 20910 301/565-2733 I31NbT J W gP� Q Hlb1Sb3 y m 7j LQL r- Q Oa£ 1SV3_W z m = of m ZISIT1yN369------- Z/LT'Z 1SF13 5P z O Z Z O m U NdIQ1213W 1S 1 1S3M I ❑NZ*1S3of M Q J } W W i U a cQi U I s , NNCOl41W �R�StM� lsL ps RADIUS NOTICE REPORT FILE NAME: deklan 11-Jain-2007 Owners APPLIED PROPERTY INVESTMENT LLC Owner Address 1640 HWY 45 GLENN, CA 95943-0000 Property Address: deklan BACHLEDA DONNA M 1370 N MIDTOWN ST MERIDIAN, ID 83642-0000 Property Address: deklan BATTON RICHARD E 1403 N MIDTOWN ST BATTON KIMBERLY M MERIDIAN, ID 83642-0000 Property Address: deklan BEARD SHAWN 1432 W 04TH ST BEARD KAKI MERIDIAN, ID 83642-0000 Property Address: deklan BLES SINGER RONNIE A 1418 W 02ND ST BLESSINGER HAZEL M MERIDIAN, ID 83642-0000 Property Address: deklan BOLTON TERESA L 1501 W 02ND ST MERIDIAN, ID 83642-0000 Property Address: deklan BRODERSON JOSHUA 218 W MAPLE AVE MERIDIAN, ID 83642-0000 Property Address: deklan BROWN ELAINE F 230 MAPLE AVE MERIDIAN, ID 83642-2261 Property Address: deklan CAMPBELL DARCI CAMPBELL ROGER 315 W MAPLE AVE MERIDIAN, ID 83642-0000 Property Address: deklan 1 Owners Owner Address CHRISTENSEN ROBERTA 1344 N CRESTMONT DR MERIDIAN, ID 83642-0000 Property Address: deklan CHURCH OF JESUS CHRIST LATTER DAY SAI 50 E NORTH TEMPLE ST FL 22 SALT LAKE CITY, UT 84150-0002 Property Address: deklan CLAY DAVID W 1526 W 02ND CLAY PATRICIA E MERIDIAN, ID 83642-0000 Property Address: deklan CONRADI JEFFREY T & 323 MAPLE AVE CONRADI LINDA K MERIDIAN, ID 83642-2268 Property Address: deklan DICKSON DONALD M & 233 MAPLE AVE DICKSON LINDA K MERIDIAN, ID 83642-2269 Property Address: deklan DOMKA DAVID & 1404 W 02ND ST DOMKA MARY JO MERIDIAN, ID 83642-0000 Property Address: deklan EGBERT DOUGLAS 104 E FAIRVIEW AVE # 249 EGBERT CARLEEN MERIDIAN, ID 83642-1733 Property Address: deklan EPLEY RITA L 307 W MAPLE AVE MERIDIAN, ID 83642-2268 Property Address: deklan FARMER LINDA S & FARMER SCOTT D 314 CAMELLIA AVE MERIDIAN, ID 83642-2228 Property Address: deklan FERNANDES JOHN & FERNANDES KAY 1296 N CRESTMONT DR MERIDIAN, ID 83642-2176 Property Address: deklan 2 Owners--- GASKELL KEVIN R Property Address: GEARYSANDRA Property Address: GRAY BRYAN N GRAY HETTY M Property Address: HEINRICH STEVEN D & HEINRICH DONNA F Property Address: HENDERSON CALVIN K & HENDERSON BARBARA A Property Address: HUFFAKER GLEN D HUFFAKER NICOLE L Property Address: JANTZ JOHN R JANTZ MYRNA L Property Address: JEFFERY VALERIE E Property Address: JOHNSON STEVEN K & JOHNSON BARBARA A Property Address: JOHNSON STEVEN K & JOHNSON BARBARA A Property Address: Owner Address 1464 N MIDTOWN ST MERIDIAN. 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