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Application Materials
TR ANSMITTALS TO AGENCIES FOR COMMENTS ON DEVELOPMENT PROJECTS WITH THE CITY OF MERIDIAN To ensure that your comments and recommendations will be considered by the Meridian Planning and Zoning Commission please submit your comments and recommendations to cityclerk@meridiancity.org To: Attention C.Jay Coles, City Clerk By: September 14, 2018 City Clerk ’s Office 33 E. Broadwa y Avenue, Meridian, ID 83642 Phone 208-888-4433 Fax 208-888-4218 cityclerk@meridiancity.orgwww.meridiancit y.org Transmittal Date: August 3, 2018 File No: H-2018-0079 RZ, PP, MDA Hearing Date: September 20, 2018 REQUEST: A Rezone of property from R-4 (18.994 acres) to R-8; A Preliminary Plat consisting of 74 single-family residential building lots and 14 common lots on 18.994 acres of land in a proposed R-8 zoning district; and a Modification to an existing Development Agreement to allow for additional residential and common lots and to allow for R -8 zoning and to change certain other provisions of the agreement for Burlingame Subdivision. By: Yuriy Mukha Location of Property or Project: NW Corner of West Cherry Lane and N. of Black Cat Road. Planning and Zoning Commission Meridian School District Tammy de Weerd, Mayor Meridian Post Office City Council Ada County Highway District Sanitary Services Ada County Development Services Building Department Central District Health Fire Department COMPASS Police Department Nampa Meridian Irrigation District City Attorney Settlers Irrigation District City Public Works Idaho Power Company City Planner Century Link Parks Department Intermountain Gas Co. Economic Development Idaho Transportation Department New York Irrigation District Ada County Associate Land Records Boise Project Board of Cont rol – Tim Paige Downtown Projects Community Development Meridian Development Corporation Valley Transit Historical Preservation Commission Idaho DEQ South of RR/SW Meridian NW Pipeline Boise-Kuna Irrigation District Hearing Date: September 20, 2018 File No.: H-2018-0079 Project Name: Burlingame Subdivision-RZ, PP, MDA Request: Request for rezone property from R-4 (18.994 acres) to R-8. Request: Request for a preliminary plat consisting of seventy four (74) single-family residential building lots and fourteen (14) common lots on 18.994 acres of land in a proposed R-8 zoning district. Request: Request to modify an existing development agreement to allow for additional residential and common lots, to allow for R-8 zoning and to change certain other provisions of the agreement, by Yuriy Mukha. Location: The site is located near the northwest corner of W. Cherry Lane and N. Black Cat Road in the SW 1/4 of Section 4, Township 3N., Range 1W. ECEIVE y' 1 Planning Division cA E TIAN .,1- 1 ift DE __ OPMENT REVIEW APPLICATION STAFF USE ONLY• J� Project name: (tP i- 44,( ( 0 I VISi-a-n File number(s): C O —I Assigned Planner: o Related files: Type of Review Requested (check all that apply) ❑ Accessory Use (check only 1) ❑ Final Plat Modification ❑ Daycare ❑ Landscape Plan Modification ❑ Home Occupation 8 Preliminary Plat ❑ Home Occupation/Instruction for 7 or more ❑ Private Street ❑ Administrative Design Review ❑ Property Boundary Adjustment ❑ Alternative Compliance R Rezone ❑ Annexation and Zoning ❑ Short Plat ❑ Certificate of Zoning Compliance ❑ Time Extension (check only 1) ❑ City Council Review ❑ Director ❑ Comprehensive Plan Map Amendment ❑ Commission ❑ Comprehensive Plan Text Amendment ❑ UDC Text Amendment ❑ Conditional Use Permit ❑ Vacation (check only 1) ❑ Conditional Use Modification (check only 1) ❑ Director ❑ Director ❑ Commission ❑ Commission ❑ Variance 8 Development Agreement Modification ❑ Other ❑ Final Plat Applicant Information Applicant name: Yuriy Mukha Phone: 208-906-3000 Applicant address: 5504 N. Senita Hills Avenue Email: sales@avisorealty.com City: Meridian State: ID Zip: 83642 Applicant's interest in property: R Own ❑ Rent ❑ Optioned ❑ Other Owner name: Same as Applicant Owner address: Email: City: State: • Phone: . Zip: - Agent/Contact name (e.g., architect, engineer, developer, representative): Becky McKay Firm name: Engineering Solutions, LLP Phone: 208-938-0980 Agent address: _ City: Meridian 1029 N. Rosario Street, Suite 100 Primary contact is: ❑ Applicant ❑ Owner R Agent/Contact Email: es-beckym@qwestoffice.net State: ID Zip: 83642 Subject Property Information Location/street address: NW of Black Cat and Cherry Lane Township, range, section: T.3N., R.1 W., Sec. 4 S1204449M, 51204449040, 51204449300,51204449409 Assessor's parcel number(s):Total acreage: 18.99 Zoning district: R-4 Community Development ■ Planning Division ■ 33 E. Broadway Avenue, Ste. 102 Meridian, Idaho 83642 Phone: 208-884-5533 Fax: 208-888-6854 www.meridiancitv.o&planning -1 Rev: (2/7/2018) Project/subdivision name: Burlingame Subdivision - Rezone, Development Agreement Modification and Preliminary Plat General description of proposed project/request: Request for rezone from R-4 to R-8 with a development agreement modification and preliminary plat on 18.99 acres with 74 single-family lots, 2 common driveway lots and 12 open space/common/park lots. Proposed zoning district(s). R-8 Acres of each zone proposed: 18.99 acres R-8 Type of use proposed (check all that apply): 19 Residential ❑ Office ❑ Commercial ❑ Employment ❑ Industrial ❑ Other Who will own & maintain the pressurized irrigation system in this development? HOA Which irrigation district does this property lie within? Settlers Irrigation District Primary irrigation source: Stewart Lateral/Settlers Canal Secondary: City of Meridian Square footage of landscaped areas to be irrigated (if primary or secondary point of connection is City water): TBD Residential Project Summary (if applicable) Number of residential units, 74 Number of building lots: 74 Number of common lots: 12 Number of other lots: 2 common driveway lots Proposed number of dwelling units (for multi -family developments only): 1 bedroom: 2-3 bedrooms: Minimum square footage of structure (excl. garage): Minimum property size (s.f): 5,600 Gross density (Per UDC 11-1A-1): 3.90 4 or more bedrooms: Maximum building height: 35' Average property size (s.f.): 7,152 Net density (Per UDC 11-1A-1): 4.98 Acreage of qualified open space: 2.26 Percentage of qualified open space: 11.90 Type and calculations of qualified open space provided in acres (Per UDC 11 -3G -3B): Central common/pond areas - 0.93 acre; Cherry Lane buffer - 0.03 acre; Settlers Canal/pathway network - 1.12 acres; local street buffers - 0.18 acre Amenities provided with this development (if applicable): Multi -use pathway, gazebo and playground Type of dwelling(s) proposed: R Single-family Detached ❑ Single-family Attached ❑ Townhouse ❑ Duplex ❑ Multi -family ❑ Vertically Integrated ❑ Other Non-residential Project Summary (if applicable) Number of building lots: Gross floor area proposed: Hours of operation (days and hours): Total number of parking spaces provided: Authorization Common lots: Other lots: Existing (if applicable): Building height: Number of compact spaces provided: Print applicant name: Becky McKay, Enginering Solutions, LLP Applicant signature: Date: 7/23/18 Community Development ■ Planning Division ■ 33 E. Broadway Avenue, Ste. 102 Meridian, Idaho 83642 Phone: 208-884-5533 Fax: 208-888-6854 www.meridiancity.ore/plannin¢ -2- Rev: (2/7/2018) BURLINGAME SUBDIVISION Development Agreement Modification, Rezone and Preliminary Plat Applications Written Narrative Project Summary Yuriy Mukha requests the City of Meridian's approval of a development agreement modification, rezone of 18.99 acres from R-4 (Medium -Low -Density Residential) to R-8 (Medium -Density Residential), and a preliminary plat for Burlingame Subdivision. The preliminary plat consists of 74 single-family residential lots, 2 common/driveway lots and 12 open space/common/park lots. The property is located south of Turnberry Subdivision (R-4), north and east of estate residential parcels (RUT and R-8), and west of two existing churches, the Church of Jesus Christ of Latter- day Saints (L -O) and a Seventh Day Adventist facility (L -O), which fiont on Black Cat Road. Project History In 2006, this property was annexed and zoned (AZ -06-018) with a preliminary plat known as Incline Village Subdivision (PP -06-016); a development agreement was approved as a condition of annexation and recorded as Instrument No. 106151230. Also, in 2006, a final plat (FP -06- 045) was approved for the property. Construction plans for the project were approved by the City of Meridian and Ada County Highway District in April of 2007. The construction plan approvals expired; the final plat was never recorded with the County and was allowed to expire. The property had three existing single-family dwellings on the property since the project was a combination of multiple parcels. One of the existing homes located adjacent to Cherry Lane on the property was partitioned from the parcel under a property boundary adjustment. Due to the recession, the property lay dormant for many years and was purchased by Yuriy Mukha. In 2017, the new owner submitted a development agreement modification and preliminary plat which included a new concept plan reflecting 60 lots and revised building elevations. The new preliminary plat, Burlingame Subdivision, was proposed and received approval from the City of Meridian in February of 2018. A revised development agreement (Instrument No. 2018-014051) was also entered into between the City of Meridian and the owner. The approved density of the project was 3.16 dwelling units per acre with 1.89 acres or 10 percent open space. The development agreement replaced the previous development agreement (Inst. No. 106151230). In April of 2018, the owner approached Engineering Solutions, LLP, to modify the development to create a more neighborhood friendly and walkable design. The applicant wanted to create a project which would appeal to retired residents and empty nesters. The applicant consulted with multiple builders and was convinced the revised project would be more marketable and economically feasible. The new development plan was presented to the surrounding property owners at a neighborhood meeting. The overall comments were supportive of the new site design which has a slightly higher density than previously approved. The residents were pleased with the pathways, open space locations, pond location and proposed amenities. Project Overview Located northwest of the intersection of W. Cherry Lane and N. Black Cat Road, the applicant is requesting a step-up from R-4 (Low Density Residential) to R-8 (Medium Density Residential) as allowed by the Meridian Comprehensive Plan. The redesigned project has 74 buildable lots with lot sizes ranging from 5,600 square feet to 34,734 square feet. The average lot size within the development will be 7,152 square feet. The lot widths are predominately 55 feet with lot depths that vary from 102 feet to 150. The gross density for the project is 3.90 dwelling units per acre (du/a), with a net density of 4.98 du/a. There are two existing single-family homes with outbuildings on the property. The westerly home and its accessory garage located on Lot 3, Block 5, will remain. The structures comply with all applicable setbacks. The easterly home and garage will be removed from the property. During the redesign of the project, the location of the existing trees was considered, and an attempt to preserve as many trees as possible was a prime directive. The total eligible open space is 2.26 acres, or 11.90 percent. A 26,239 -square -foot open space lot located at the entrance road will be improved with landscaping and a pond which will be used as a passive amenity and for storage of pressure irrigation water. A landscaping buffer will be installed on the east side of the entrance road with a width ranging from 25 to 14 feet to create an attractive entrance to the project. A second pocket park (14,211 square feet) is located on Lot 6, Block 3, for active use. The proposed amenities in the project include a landscaped pond at the entrance to the subdivision; a 10 -foot -wide, multi -use pathway along the east and north boundaries adjacent to the Settler's Canal; interior 5 -foot -wide pathways; and a pocket park with a picnic gazebo and play equipment. Central sewer service is available to the property east off-site within the 25 -foot -wide access easement between the Seventh -day Adventist and LDS church properties. The applicant will be required to extend the sewer to the subject site and stub the sewer to the unrelated adjoining parcel to the south through the common drive on Lot 13, Block 3. Central water is available within the stub street of Turnberry Subdivision. The applicant will extend the 8 -inch water main across the Safford Lateral and the Settlers Canal into the project. An 8 -inch connection will be made to the existing 12 -inch water main located in Cherry Lane. Water will be stubbed to the east and west within the two proposed stub streets. A pressure irrigation pump station will be constructed beside the proposed pond, and the applicant will coordinate with Settlers Irrigation for piping of the delivery ditch to the subject site. The existing home located east of the entrance road will be connected to central sewer and water as directed in the governing development agreement. A driveway approach has been provided for internal access within the project for the home. All proposed streets will be public with a 50 -foot -wide right-of-way and a 33 -foot street section from back of rolled curb, with 5 -foot -wide attached sidewalks. The applicant is proposing a median at the entrance and detached walks along the Cherry Lane frontage. The applicant's representative coordinated the easterly stub street with the property owner. They requested the stub street be relocated south to accommodate their future plans for a Montessori School. A vehicular bridge will be constructed over the Safford Lateral and Settlers Canal to connect to Turnberry Subdivision. Turnberry Subdivision provided a trust fund for 50 percent of the cost of the bridge when the project developed. The 74 proposed single-family lots will generate approximately 706 vehicle trips per day. A traffic study is not required, as the project is under 100 dwelling units. The applicant respectfully requests a piping waiver from the Council for the Safford Lateral and the Settlers Canal considering the size of the facilities and due to the fact it would be cost prohibitive. Rezone and Development Agreement Modification The applicant is requesting a step-up from R-4 (Low Density Residential) to R-8 (Medium Density Residential) as allowed by the Meridian Comprehensive Plan. The increased density and design changes allow for an improved project with more open space and amenities. As a condition of rezoning, the applicant requests that a new development agreement be entered into, with the following changes to the agreement itself and insertion of a new Exhibit A to reflect new staff conditions: 1.4 WHEREAS, Owner/Developer has submitted an -applications for rezoning the property from R-4 (Low Density Residential) to R-8 (Medium Density Residential and the modifications to the existing Development Agreement recorded as instrument #106'42018-014051 to include a new Conceptual Plan, R 4d+ng Qevat ens and to modify certain terms of the existing development of approximately 18.99 acres of land (as described in Exhibit "A") and a Preliminary Plat consisting of 6874 building lots, common driveway lots and 712 common lots in an v 4 (how Density Residential) tial) R-8 (Medium Density Residential) zoning district, under the Unified Development Code, which generally describes how the Property will be developed and what improvements will be made; and 1.7 WHEREAS, on the 43* day of Septe , 204-7 , the Meridian City Council approved certain Findings of Fact and Conclusions of Law and Decision and Order ("Findings"), which have been incorporated into this Agreement and attached as Exhibit "B"; and 3.4 PROPERTY: Means and refers to that certain parcel(s) of Property located in the County of Ada, City of Meridian as described in Exhibit "A" describing the parcel attached hereto and by this reference incorporated herein as if set forth at length to be removed from the existing Development Agreement (Instrument #1 06'�02018-014051) and be bound by this Agreement. 5.1 Owner/Developer shall develop the property in accordance with the following conditions: 1. That the following shall be the only allowed uses on this property: single-family detached homes and allowed accessory uses of the 4 R-8 zone. 2. That a maximum of 6874 single-family building lots shall be platted on this property. 10. That the applicant shall be responsible for the payment of assess- ments and the actual physical hook-up of the existing houses to the municipal services. The hook-ups shall be completed prior to Certificates of Occupancy for each phase for which that house lies in. Lot 2 B i n shall be hooked tpa ervi ,.,r Getlifieates of r y phase i'i ji1 ! I vl QJ tJr'•a 1i� ADA COUNTY RECORDER Christopher D. Rich 2017.027981 BOISE IDAHO Pgs=2 LISA BATT 04/03/2017 12:40 PM TITLEONE BOISE $13.00 Quitclaim Deed For value received, Yuriy Mukha, a married man as his sole and separate property Does hereby convey, release, remise, and forever quit claim unto Yuriy Mukha, a married man as his sole and separate property whose current address is 5504 N Senita Hills Avenue, Meridian, ID 83646, the following described premises: See Parcel 1, attached hereto and made a part hereof, To have and to hold the said premises, unto the said grantees, heirs and assigns forever. Date: 03/30/2017 Yuriy M kh State of Idaho, County of < ' S)'+ , ss. On this :1 day of /4T R t L in the year of 2017, before me, the undersigned, a Notary Public in and for said State, personally appeared Yuriy Mukha, known or identified to me to be the person whose name is subs I e�J e within ins ment and acknowledged to me that he executed the same. otary Public si nga, My Commission Expires: ,®1e61#1#88% (seal) Residing: Boise, Idaho Commission Expires: 3/29/2022 a 5o n Professional Engineers, land Surveyors and Planners 826 3RD St, South, Nampa, ID 83651 Pi� , jnc. Ph(208)454 0256 Fax (208) 454-0979 z -mail: dholzhev ,msene..us FOR: Yuriy Mukha JOB NO.: FE0717 DATE: March 02, 2017 PARCEL 1 A parcel of land being a portion of the SE1/4 Sl' 1/4 of Section 4, Township 3 North, Range 1 West, Boise Meridian, Ada County Idaho, more particularly described as follows: Commencing at the southeast corner of the SE1/4 SE 1/4; 'Thence N 890 17' 10" W a distance of 990.64 feet along the south boundary of the SEI/4 SEI/4 to the POINT OF BEGINNING; Thence continuing N 890 17' 10" W a distance of 139.00 feet along the south boundary of the SEI/4 SF -1/4; Thence N 00° 42' 50" G a distance of 13.03 feet to a point of curvature; Thence along a curve to the left, having a radius of 545.00 feet, a delta angle of 13° 34'48", and whose tong chord bears N 06° 04' 34" W a distance of 128.87 feet; Thence along a curve to the right, having a radius of 455.00 feet, a delta angle of 18° 08'22", and whose long chord bears N 03° 47'47" W a distance of 143.45 feet; 'thence S 89° 17' 10" E a distance of 165.09 feet parallel with the south boundary of the SE 1/4 SEIM; Thence S 00° 37'45" W a distance of 284.00 feet parallel with the east boundary of the SE1/4 SEI/4 to the POINT OF BEGINNING. This parcel contains 1.00 acres more or less. tA.J �j Also, this parcel is subject to all easements and rights-of-way of record or implied. MA50N 6-5TAWIELD, INC. CA'CINCCR5, SURVC YOR5 6•flANNCR.5 Page i or I W t�_ �'1;,✓.-'P':�93w�bu!&iti t....g �n:,,J�:'•E�4 tl..,,a . ADA COUNTY RECORDER Christopher D. Rich 2017-027982 BOISE IDAHO Pgs=3 LISA BATT 04103/2017 12:40 PM TITLEONE BOISE $16.00 Quitclaim Deed For value received, Yuriy Mukha, a married man as his sole and separate property Does hereby convey, release, remise, and forever quit claim unto Yuriy Mukha, a married man as his sole and separate property whose current address is 5504 N Senita Hills Avenue, Meridian, ID 83646, the following described premises: See Parcel 2, attached hereto and made a part hereof. To have and to hold the said premises, unto the said grantees, heirs and assigns forever. Date: 033/30/22017 Yuriy Mukha State of Idaho, County of ss, On this, day of r1( in the year of 2017, before me, the undersigned, a Notary Public in and for said State, personally appeared Yuriy Mukha, known or identified to me to be the person whose name is within r , and acknowledged to me that he executed the same. Public My Commission Expires: (seal) Residing: Boise, Idaho Commission Expires: 3/29/2022 rias Professional Engineers, Land Surveyors and Planners 826 3RD St. South, Nampa, ID 83651 >e� l Ph (208) 454-0256 Fax (208) 454-0979 nc. e-mail: dholzhev(n,rosene.us FOR: Yudy Mukha JOB NO.: FE0717 DATE: March 22, 2017 PARCEL 2 A parcel of land being a portion of the SEI/4 SEI/4 and a portion of the NEIA SEI/4 of Section 4, Township 3 North, Range I West, Boise Meridian, Ada County Idaho, more particularly described as follows: Commencing at the southeast corner of the SEI/4 SEI/4; Thence N 89° 17' 10" W a distance of 1129.64 feet along the south boundary of the SEI/4 SETA to the POINT OF BEGINNING; Thence continuing N 89°- 17' 10" W a distance of 195.35 feet along the south boundary of the SEI/4 SE 1/4 to the southwest corner of the SEI /4 SE1/4; Thence N 00° 41' 27" E a distance of 1474.44 feet along the west boundaries of the SE1/4 SEI 14 and NE1/4 SEI/4 to the southwest corner of the Turnberry Subdivision No. 2; Thence S 89° 19' 39" E a distance of 264.32 feet along the southerly boundary of Turnberry Subdivision No. 2; Thence S 00° 37'45" W a distance of 822.39 feet parallel with the east boundary of the SBI/4 SEI/4; Thence S 89° 20'3 1 " E a distance of 68.44 feet; Thence S 00° 37'4511 W a distance of 368.32 feet parallel with the east boundary of the SETA SEI/4; Thence N 89° 17' 10" W a distance of 165.09 feet parallel with the south boundary of the SEI/4 SE 1/4; MA50N &STANPIr_I.D, INC. EmntNF1=R,5 SUKU,YORS6PLANNC'R6 Page L or2 Thence along a curve to the left, having a radius of 455.00 feet, a delta angle of 180 08122", and whose long chord bears S 03° 47'47" E a distance of 143.45 feet; Thence along a curve to the right, having a radius of 545.00 feet, a delta angle of 130 34' 48", and whose long chord bears S 061 04' 34" E a distance of 128.87 feet; Thence S 00° 42'50" W a distance of 13.03 feet parallel with the east boundary of the SEI/4 SE1/4 to the POINT OF BEGINNING. This parcel contains 8.99 acres more or less. Also, this parcel is subject to all easements and rights-of-way of record or kaplied. MASON & 5TANFIELD. 1NC- EAuN,,ERS S01cvtYORS&%'CANNERS Page 2 of 2 .)buv1 0 TitieOne a chic & escrow co, Order Number: 16282384 For Value Received, ADA COUNTY RECORDER Christopher D. Rich 2016-112156 BOISE IDAHO Pgs=3 CHE FOWLER 11/18/2016 01:02 PM TITLEONE BOISE $16.00 WARRANTY DEED John K. Boubek, a single man, the Grantor, does hereby grant, bargain self and convey unto, Yuriy Mukha, a married man , as his sole and separate property, whose current address is 3327 N Eagle Rd, Ste 110.52, Meridian, ID 83646, the Grantee, the following described premises, in Ada County, Idaho, To Wit: Parcel i A tract of land in the Southeast quarter of the Southeast quarter of Section 4, Township 3 North, Range 1 West of the Boise Meridian, Ada County, Idaho, more particularly described as follows: Commencing at the section comer common to Sections 3, 4, 9 and 10, Township 3 North, Range 1 West of the Boise Meridian; thence North 0017'10" East along the section line 1,064.62 feet to a point; thence North 89039'20" West 529.54 feet to a steel pin; the Real Point of Beginning; thence North 89039'20" West 529.54 feet to a steel pin; thence South 0017'10" West 411.34 feet to a steel pin; thence South 89039'20" East 529.54 feet to a steel pin; thence North 0°17'10" East 411.34 feet to the Real Point of Beginning. Except ditch and road rights of way. Parcel it An easement for ingress and egress as granted by Warranty Deed recorded July 20, 1972, as instrument No, 814601 over and across the Northerly 25 feet of the following described parcel of land: A tract of land in the Southeast quarter of the Southeast quarter of Section 4, Township 3 North, Range 1 West, Boise Meridian, Ada County, Idaho more particularly described as follows: Beginning at a point on the section line which bears 653,26 feet from the section corner common to Sections 3, 4,9 and 10, Township 3 North, Range I West, Boise Meridian; thence North 0017'10" East along the section line 411.34 feet to a point; thence Warranty Deed Page l of 3 North 89039'20" West 529.54 feet to a steel pin; thence South 0°1710" West 411.34 feet to a steel pin; thence South 89039'20" East 529.54 feet to the Point of Beginning. TO HAVE AND TO HOLD the said premises, with their appurtenances unto the said Grantee, its heirs and assigns forever, And the said Grantor does hereby covenant to and with the said Grantee, that Grantor is the owner in fee simple of said premises; that they are free from all encumbrances EXCEPT those to which this conveyance is expressly made subject and those made, suffered or done by the Grantee; and subject to all existing patent reservations, easements, right(s) of way, protective covenants, zoning ordinances, and applicable building codes, laws and regulations, general taxes and assessments, including irrigation and utility assessments (if any) for the current year, which are not due and payable, and that Grantor will warrant and defend the same from all lawful claims whatsoever. Whenever the context so requires, the singular number includes the plural. Warranty Deed Page 2 of 3 Dated: 11116/2016 Jah oub State of -kkl County of kQOC�-h ss. On this 1--) day of November, in the year of 2016, before me, the undersigned, a Notary Public in and for said State, personally appeared John K, Boubek, known or identified to me to be the person(s) whose na ( subscribed to the wit n ' s men and ck owledged to me that he executed the same, � Q'��'�N'9,�'�, Notary Public 0�� _ Residing In: l (�C2 � _ `��' •�q�gAY .'�� My Commission Expires: ' (seal) N•.'AUSL\Cj �� 1nrr►rii1110\�� Warranty Deed Page 3 of 3 ADA COUNTY RECORDER Christopher D. Rich 2016-112157 BOISE IDAHO Pgs=2CHE FOWLER 11/18/2016 01:02 PM TITLEONE BOISE $13.00 TitleOne a title 3 escrow co. File # 16282384 Quitclaim Deed For value received, Olga Mukha, spouse of the grantee herein Does hereby convey, release, remise, and forever quit claim unto Yuriy Mukha, a married man as his sole and separate property whose current address is 5504 N. Senita Hills Ave., Meridian Idaho 83646 the following described premises: Parcel I A tract of land in the Southeast quarter of the Southeast quarter of Section 4, Township 3 North, Range 1 West of the Boise Meridian, Ada County, Idaho, more particularly described as follows: Commencing at the section corner common to Sections 3, 4, 9 and 10, Township 3 North, Range 1 West of the Boise Meridian; thence North 0017'10" East along the section line 1,064.62 feet to a point; thence North 89°39'20" West 529.54 feet to a steel pin; the Real Point of Beginning; thence North 89039'20" West 529.54 feet to a steel pin; thence South 0°17'10" West 411.34 feet to a steel pin; thence South 89°39'20" East 529.54 feet to a steel pin; thence North 001710" East 411.34 feet to the Real Point of Beginning. Except ditch and road rights of way. Parcel II An easement for ingress and egress as granted by Warranty Deed recorded July 20,1972, as Instrument No. 814601 over and across the Northerly 25 feet of the following described parcel of land: A tract of land in the Southeast quarter of the Southeast quarter of Section 4, Township 3 North, Range 1 West, Boise Meridian, Ada County, Idaho more particularly described as follows: Beginning at a point on the section line which bears 653.26 feet from the section comer common to Sections 3, 4, 9 and 10, Township 3 North, Range I West, Boise Meridian; thence North 0017'10" East along the section line 411.34 feet to a point; thence North 89039'20" West 529.54 feet to a steel pin; thence South 0°17'10" West 411.34 feet to a steel pin; thence South 89°39'20" East 529.54 feet to the Point of Beginning. To have and to hold the said premises, unto the said grantees, heirs and assigns forever. Date: Olga Mukha (� State of Idaho, County of Ada, ss. On this J -L day of November, in the year of 2016, before me, the undersigned, a Notary Public in and for said State, personally appeared Olga Mukha, known or identified to me to be the person(s) whose name(s) is subscribed to the within instrument and acknowledged to me that she executed the same. S;;�( -, Residing at: My Commission Expires: Notary Public (seal) FIESHNNQ: BOISE, ID COMMISSION EXPIRES: 11-28-19 AO 7,1' �'x!nd '•. e Lo '�•.,0. ••eeeee••'yo �,0 ?NdQ �11II11141% �D TitleOne a title S escrow co. order Number: 16281389 For Value Received, ADA COUNTY RECORDER Christopher D. Rich 2016-112225 BOISE IDAHO Pgs=3 LISA BATT 11118(2016 01:51 PIA TITLEONE BOISE $16.00 WARRANTY DEED Bello Vento, LLC, an Idaho limited liability company, the Grantor, does hereby grant, bargain sell and convey unto, Yuriy Mukha, a married man, as his sole and separate property, whose current address is 3327 N Eagle Rd, Suite 110.52, Meridian, ID 83646, the Grantee, the following described premises, in Ada County, Idaho, To Wit: Parcel I: A tract of land in the Southeast quarter of Section 4, Township 3 North, Range 1 West, Boise Meridian, Ada County, Idaho, more particularly described as follows: Commencing at the section corner common to Sections 3, 4, 9 and 10, Township 3 North, Range 1 West, Boise Meridian; thence North 0°17'10" East along the section line, 1064.62 feet to a point; thence North 89039'20" West 1059.08 feet to a steel pin, the Real Point of Beginning; thence North 0017'10" East 411.34 feet to a steel pin; thence North 89039'20" West 264.32 feet to a steel pin; thence South 0020'53" West 822.68 feet to a steel pin; thence South 89039'20" East 265.21 feet to a steel pin; thence North 0017'10" East 411.34 feet to the Real Point of Beginning. Parcel II: A tract of land in the Southeast quarter of Section 4, Township 3 North, Range 1 West, Boise Meridian, Ada County, Idaho, more particularly described as follows: Commencing at the section corner common to Sections 3, 4, 9, and 10jownship 3 North, Range 1 West, Boise Meridian; thence North 0017'10" East along the section line, 1064,62 feet to a point; thence North 89039'20" West 529.54 feet to a steel pin, the Real Point of Beginning; thence North 89039'20" West 529.54 feet to a steel pin; thence North 0°17'10" East 411.34 feet to a steel pin; thence South 89039'20" East 529.54 feet to a steel pin; thence South 0017'10" West 411.34 feet to the Real Point of Beginning. Warranty Deed Pagel of 3 Parcel III: An easement for ingress and egress across a 25 foot wide strip of land, the Northerly boundary line of which is described as follows: Beginning at a point on the section line which bears North 0017'10" East 1064,62 feet from the section corner common to Sections 3, 4, 9, and 10, Township 3 North, Range 1 West, Boise Meridian; thence North 89039'20" West 1059.08 feet to the end point on the Southwesterly corner of Parcel 11, which point is the center of a circular easement for a cul-de-sac whose radius is 45 feet and whose central angle is 360 TO HAVE AND TO HOLD the said premises, with their appurtenances unto the said Grantee, its heirs and assigns forever. And the said Grantor does hereby covenant to and with the said Grantee, that Grantor is the owner in fee simple of said premises; that they are free from all encumbrances EXCEPT those to which this conveyance is expressly made subject and those made, suffered or done by the Grantee; and subject to all existing patent reservations, easements, right(s) of way, protective covenants, zoning ordinances, and applicable building codes, laws and regulations, general taxes and assessments, including irrigation and utility assessments (if any) for the current year, which are not due and payable, and that Grantor will warrant and defend the same from all lawful claims whatsoever. Whenever the context so requires, the singular number includes the plural. Dated: < I " )` -1(g Bello Vento, LLC, an Idaho limited liability company Warranty Deed Page 2 of 3 State of Idaho, County of Ada, ss. On this 18th day of November, 2016, before me, the undersigned, a Notary Public in and for said State, personally appeared Samantha La Point, known or identified to me to be a Member of the limited liability company that executed the within instrument and acknowledged to me that she executed the same for and on behalf of said limited liability company and that such limited liability company executed it. IN WITNESS WHEREOF, I have hereunto set my hand and affixed my official seal the day and year in this certificate first above written. Notary Public for Idaho Residing In: My Commission Expires: RESIDING: BOISE, ID CO4AMISSION EXPIRES: 11-28.19 Warranty Deed Page 3 of 3 y •. � Q e a • r :a; •b •• 0°0 � ®•.®®o°°off^,��,,% •• ADA COUNTY RECORDER Christopher D. Rich 2016-112226 BOISE IDAHO Pgs=2 LISA BATT 11/18/2016 01:51 PM TITLEONE BOISE $13.00 TitleOne a title & escrow co. File # 16281389 Quitclaim Deed For value received, Olga Mukha, spouse of the grantee herein Does hereby convey, release, remise, and forever quit claim unto Yuriy Mukha, a married man as his sole and separate property whose current address is 6-r6 /, 54^ja M"' //S Al", 11�0 " XVI . fx6'& ,C" the following described premises: Parcel I: A tract of land in the Southeast quarter of Section 4, Township 3 North, Range 1 West, Boise Meridian, Ada County, Idaho, more particularly described as follows: Commencing at the section corner common to Sections 3, 4, 9 and 10, Township 3 North, Range 1 West, Boise Meridian; thence North 0° 17'10" East along the section line, 1064.62 feet to a point; thence North 89°39'20" West 1059.08 feet to a steel pin, the Real Point of Beginning; thence North 0017'10" East 411.34 feet to a steel pin; thence North 89°39'20" West 264.32 feet to a steel pin; thence South 0020'53" West 822.68 feet to a steel pin; thence South 89°39'20" East 265.21 feet to a steel pin; thence North 0017'10" East 411.34 feet to the Real Point of Beginning. Parcel II: A tract of land in the Southeast quarter of Section 4, Township 3 North, Range 1 West, Boise Meridian, Ada County, Idaho, more particularly described as follows: Commencing at the section corner common to Sections 3, 4, 9, and 10, Township 3 North, Range 1 West, Boise Meridian; thence North 0017'10" East along the section line, 1064.62 feet to a point; thence North 89039'20" West 529.54 feet to a steel pin, the Real Point of Beginning; thence North 89039'20" West 529.54 feet to a steel pin; thence North 0017'10" East 411.34 feet to a steel pin; thence South 89°39'20" East 529.54 feet to a steel pin; thence South 00 17'10" West 411.34 feet to the Real Point of Beginning. Parcel III: An easement for ingress and egress across a 25 foot wide strip of land, the Northerly boundary line of which is described as follows: Beginning at a point on the section line which bears North 0017'10" East 1064.62 feet from the section corner common to Sections 3, 4, 9, and 10, Township 3 North, Range 1 West, Boise Meridian; thence North 89°39'20" West 1059.08 feet to the end point on the Southwesterly corner of Parcel II, which point is the center of a circular easement for a cul-de-sac whose radius is 45 feet and whose central angle is 360°. To have and to hold the said premises, unto the said grantees, heirs and assigns forever. Date: !/ / _ Olga Mukha,/ State of Idaho, County of Ada, ss. On this 18th, day of November, in the year of 2016, before me, the undersigned, a Notary Public in and for said State, personally appeared Olga Mukha, known or identified to me to be the person(s) whose name(s) is subscribed to the within instrument and acknowledged to me that she executed the same. Notary Public Residing at: My Commission Expires: (seal) F�'SONG, BOISE, IO OOMMISSION EXPIRES. 11-2B* AFFIDAVIT OF LEGAL INTEREST STATE OF IDAHO ) )Ss COUNTY OF ADA ) I, Yuriy Mukha, 5504 N. Senita Hills Avenue, Meridian, Idaho 83646, being first duly sworn, upon oath, depose and say: That I am the record owner of the property described on the attached, and permission is granted to: Engineering Solutions, LLP 1029 N. Rosario Street, Suite 100 Meridian, ID 83642 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 3 0 day of May 2018• Yuriy Mukha SUBSCRI$ED AND SWORN to before me the day and year first above written. Notary Public for Idaho Residing at k '�'- l '� 'Idaho Z My Commission Expires: o .Z0 12 0 2 rich Harfm ' n Notary -Public State of Idaho nnnanifnanannannaanaanaannnnganannaanaAnnagaaaaa C -L-) U U mppm BURLINGAME SUBDIVISION VICINITY MAP - 1"=600 j LOCATED IN THE SE 1/4 OF SECTION 4, TOWNSHIP 3 NORTH, RANGE 1 WEST, B.M. MERIDIAN, ADA COUNTY, IDAHO CITY OF MERIDIAN PRE -APPLICATION MEETING NOTES Project/Subdivision Name: Burlingame Subdivision Date:05/03/2018 Applicant(s)/Contact(s): ___3ggky McKay City Staff: Location: 5136 W, Cherry lane Size of Property: 18.99 Comprehensive Plan FLUM Designation: LDR Design Guidelines Development Context: ( Urban ❑ Urban/Suburban ❑ Suburban [ Rural Existing Use; Single-family homes Existing Zoning: R-4 Proposed Use: Single-family residences Proposed Zoning: R-8 Surrounding Uses: SFR Street Buffer(s) and/or Land Use Buffer(s): 25 foot street buffer along Black Cat Road Open Space/Amenities/Pathways: 10 percent re uired Access/Stub Streets/Street System: Sewer & Water Service: Waterways/ Floodplain/Topography/Hazards: History: Additional Meeting Notes: n -- _ - Note; A Traffic Impact Study (TIS) will be required byACHD for large commercial projects and any residential development with over 100 units, To avoid unnecessary delays & expedite the hearing process, applicants are encouraged to submit the TIS to ACHD prior to submitting their application to the City, Not having ACHD comments and/or conditions on large projeots may delay hearing(s) at the City, Please contact Mindy Wallace at 387- 6178 or Christy Little at 367-6184 at ACHE? for Information in regard to a TIS, conditions, Impact fees and process, Other Agencies/Departments to Contact: Ada County Highway Dist. (ACHD)1 Nampa Meridian Irrigation Dist, (NMID) Public Works Department Idaho Transportation Dept, (ITD) ( Settler's Irrigation District Building Department Q Republic Services EJ Police Department Parks Department Q Central District Health Department Q Fire Department Other: Appiication(s) Required: �) Administrative Design Review ( Conditional Use Permit Mod lfication/Transfer r5,11 Rezone [ Alternative Compliance Development Agreement Modification Short Plat Annexation Final Plat Time Extension r Council Ej City Council Review Q Final Plat Modification H UDC Text Amendment Comprehensive Plan Amendment — Map Q Planned Unit Development Vacation Comprehensive Plan Amendment — Text Preliminary Plat Variance Q Conditional Use Permit Q Private Street Other Notes; 1) Applicants are required to hold a neighborhood meeting in accord with UDC 11.5A -5C prior to submittal of an application requiring a public hearing (except for a vacation or short plat); and 2) All applicants far permits requiring a public hearing shall post the site with a public hearing notice in accord with UDC 11-5A-50,3 (except for UDC text amendments, Comp Plan text amendments, and vacatiohs), The information provided during this meeting is based on current UDC requirements and the Comprehensive Plan, Any subsequent changes to the UDC and/or Comp Plan may affect your submittal and/or application. This pre -application meeting shall be valid for four (4) months, BURLINGAME SUBDIVISION REZONE, PRELIMINARY PLAT AND MODIFICATION TO DEVELOPMENT AGREEMENT NEIGHBORHOOD MEETING 6/5/18 ENGINEERING SOLUTIONS BUILDING 6:00 P.M. SIGN -IN SHEET Name Address E -Mail of pq- 'M 2 GTS SvG3 W To��,,larr�CnT �2rna�heiv!►1eyN�ia@' �iwt�eo . eo r v' �b� c����,e soy w c�Lo��y �,� ���ow���,�.�•� COMMITMENT OF PROPERTY POSTING Per Unified Development Code (UDC) I1 -5A -5D, the applicant for all applications requiring a public hearing (except for a UDC text amendment, a Comprehensive Plan text amendment and/or vacations) shall post the subject property not less than ten (10) days prior to the hearing. The applicant shall post a copy of the public hearing notice of the application(s) on the property under consideration. The applicant shall submit proof of property posting in the form of a notarized statement and a photograph of the posting to the City no later than seven (7) days prior to the public hearing attesting to where and when the sign(s) were posted. Unless such Certificate is received by the required date, the hearing will be continued. The sign(s) shall be removed no later than three (3) days after the end of the public hearing for which the sign(s) had been posted. I am aware of the above requirements and will comply with the posting requirements as stated in UDC 11-5A-5. 1'e't—=�IV g Applicant/agent signature Date Community Development ■ Planning Division ■ 33 E. Broadway Avenue, Ste. 102 Meridian, Idaho 83642 Phone: 208-884-5533 Fax: 208-888-6854 www.meridiancity.orgiplanning E IDIAN Community Development Parcel Verification Date: 7/16/18 Meridian City Hall, Suite 102 33 E. Broadway Avenue Meridian, Idaho 83642 208.887.2211 The parcel information below has been researched and verified as correct by the City of Meridian Community Development Department. Project Name: Burlingame Subdivision No 01 Parcel Numbers: S1204449060 (8.99 Acres) S1204449040 (1 Acre) S1204449300 (5 Acres) S1204449400 (5 Acres) T/R/S: 3N 1W 04 Property Owner: Yuriy Mukha Address Verification Rev: 04/23/12 Darin Holzhey From: Sub Name Mail [subnamemail@adaweb.net] Sent: Friday, March 24, 2017 3:35 PM To: Darin Holzhey Subject: Burlingame Subdivision Name Reservation March 24, 2017 Darin Holzhey, Mason & Stanfield RE: Subdivision Name Reservation: BURLINGAME SUBDIVISION At your request, I will reserve the name Burlingame 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. This reservation is available for the project as long as it is in the approval process unless the project is terminated by the client, the jurisdiction or the conditions of approval have not been met, in which case the name can be re -used by someone else. Sincerely, Jerry L. Hastings, PLS 5359 {.<< County Surveyor Deputy Clerk Recorder Ada County Development Services j 4 200 W. Front St., Boise, ID 83702 _,pry (208) 287-7912 office (208) 287-7909 fax From: Darin Holzhey [mailto•dholzhey(amseng.us] Sent: Thursday, March 23, 2017 9:57 AM To: Sub Name Mail Subject: RE: FW: [EXTERNAL] Subdivision Name Reservation a n d id Darin Holzhey PLS PARCEL NUMBERS 1204449350 1204449300 1204449400 1204449050 -------------- T___T_ I I I I I I I 1 I I I I I I I 1 I I I I I 1 i I I I I I I I I I I I I I I I l F ----+---- I III Sq. `d=Vin�sS r4 A l I � - Ili 4. s'' Ear ` � a gcRc li Y c ma.. ng� e4 j� [e� I I I --------------------- ----- 6 $q44 44�� EEe III --__l gp 6 = xl e tt - = —� � I I 4§ _ 'IB§ �fla'�m Bz�� -------------------- y____� I i I I I •pg'� I I i I € J em ``------------ I --*T— Afbnl �Y _ — ___ _ ___ — ___ — ___ _ _—_ — _lam _ ___ e R'xiM tec:t u� fJF1 __—_— _____ r� T___T ___T___'li II�� r----r---T----r-------�'fj 3 I I II I I I r I I I I I I I I I II I I I I i 1 I a I I t) I II�i i 1 I 1 i 1 f I IIy I I I I I I I I I I I I IU `1 i i xrsJV KC I ,\ I S g moo $< 1 i O I I I 3 �46 a '1; o m $ m m Noil w,- € m m os av Ell € 85 o sass§ m`ygmm�s g c 5 BURLINGAME SUBDIVISION ENGINEERING rnmua PLANNER/CONTACT DEVELOPER OWNER OF RECORD S —I N SOLUTIONS BECKY Mc1UY YUR1Y MU- YUftiY MUKW. 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I, (, i � t •�� , ,t '.' � � �. i., i i �:; 'r. 1 i, �'�j � � i1� �� ' 1 �-�--- �, �; i� .� . . ,. �. ,� ,; .� I i' � y }. �i p ,t '.' � � �. i., i i �:; 'r. i t� i' r � .� ', � ', i. 1 Consulting, Soil Evaluations & Data Collection Becky McKay Engineering Solutions, LLP 1029 N. Rosario St. Suite 100 Meridian, ID 83642 HAPLEYR. NOE Phone: 208.850.4926 July 29, 2018 Fax: 208.939-8602 RE: Groundwater on Burlingame project site You requested my opinion on the validity of historical groundwater monitor data for a parcel at the northwest corner of Cherry Lane and Black Cat Road. In 2005 we placed 6 test holes on that parcel which we had the operating name "Kell Site Project." Attached is a map of that site showing the boundary and GPS located test pits which I created in 2005. We collected groundwater measurements for the remainder of that year and through the complete 2006 irrigation season from March 21 st through October 10th. Peak levels were recorded in August for both data periods. I would believe that our 2005 & 2006 data should still be valid today. Looking back over Google Earth imagery it appears the site has not been cropped or irrigated since we collected our data. In addition, there has been additional buildup to the east and south of this property which removed irrigation influence. If there is any change in groundwater levels since 2006 I would expect it to have dropped a small amount. Our historical monitor data should be suitable for preliminary planning while we collect additional data in 2019. transmitted via e-mail HARLEY R. NOE Professional Soil Scientist 5740 N. APPLEBROOK W4Y BOISE, IDAF/O 83713 --mA I I I 10 Ln Ln .0 6n 3: 64� I I 10 Ln Ln .0 NAM, 6239 Edgewater Drive Boise, Idaho 83709 Pfitiw. (2()8) 672-921 , 3 pA;: (208) 672,0214 Gle-ft 14. Logan - Cell: (2M I Q41-7284 Harkey PAW (701- 0083 G-4926 FAX; (208)939-SW— kfiuk E. Joham 0:11- (?1181 359-%49 FVAM 1303)3! 34544 October -15, 2005 Gary Lee 6:111 Boise, ID 83709 Gr&mdwgW rdedsmtffenN have been discontinued for the 2005 irrigation season on the Kell property site at Black Cat Road and Cherry Lane. The test holes were installed on September 8'h, and, only limited data is available. I have attached a data table with all measurements, a graph of the data and a map showing test hole locations. to co -n have reflect actual seasonal ft tdth- two day-& Ifatter. drop. Xt is likely that the maximum values shown in do ot e ts at other locations have shown occurred in July y and August. If this is true! the actual peaks could be 12 to 24 am gher those Led . . . . . . . . . . A Wy- - WHI W-eveff MM V9WMe if iftigarloff 19 removed from this site. There Will still be impacts from surrounding properties, but not irrigating the site will help suppress the high groundwater. Keep me posted if You want us -to monitor the site in 2006. . ftnwoomf W& em-�ffff HARLEY R. NOE Professional soil scientist -carpermhoff Land .r �,W DeftlopnIM, kte., FAgIe, W Kell."perty site 2005 monitor data Akyowesap- ,*pM Hole Bottom of WS @ Number Hole excavation 9/10 9/12 RMS 10!11 136 104 106: 1 t8 p: 129 87 84 76 81 -"101 101 1 TI -13-05 136 91 89 95 98 108 31-14-05 132 04 .93 99 101 113. .7 ew 127 72 74 84 1 9/26 - No Irdgafion at all test hole locations n� Y.wa.xn e �e R .1 8 g`ti i s � s`g a gbie.lotr sH s fs Jill Duif pal III .1 oil c z �f s m yz m m $ F'v��o. z Bako; �70$09e4 � . K �n r ci PREtIMIk4AYPtkY 8lf14CP8�GTi0Nq to IW,HM ADACDUNiYjW gig i s tir dU-B Hk31NEEAg, Mc, 2°sa3,13aeaxmadRvawe ! �„� Bako; �70$09e4 � . K -- w*#mw® L Z 3 a S. :i ,F -a mxnt 3.Y fib"'-•• dU-B Hk31NEEAg, Mc, 2°sa3,13aeaxmadRvawe ! �„� Bako; �70$09e4 � . K -- w*#mw® L Page 1 of 1 From: Denny Cline Sent: Monday, May 10, 201011:35 ANI To: Jacy Jones Cc: Scott Steckline Subject: RE: Public Records Request Dated May 7, 2010 (PRR 10-098) Attachments: 20100510092003766-5-10-10 info request.pdf Jacy, The attached documents are the initial monitoring information taken at the time the test pits were excavated. it does not include any soils or high ground water elevations. Any soils information and actual established ground water elevations would be in a report that monitors the site for at least one year. The City does not have that document. ACHD is the entity that would most likely have that soils report. Denny Cline Development Analyst Development Services Division Meridian City (208)-898-5500 dcline@meddiancity.org From: Jacy Jones nt-. Friday, May 07, 2010 3:56 PM 'to: I§arbara Shiffer, Mindi Smith Cc: Jaycee Holman; Jacy Jones; Emily Kane; Andrea Pogue Subject: Public Records Request Dated May 7, 2010 (PRR 10-098) Hello, I � i;1i�' i resat andadvise 0 them are records the City maintains; We have untif 5/12/2010 at 5:00 p.m. to respond. Thanks. Jacy Jones Deputy City clerk City of Meridian iiones(@meHdiart i .or 209-999-4433 W. 1393 Think Gwen - please do notpnnt this email unless necessary 5/10/2010 Assocum EARTH SCIENCES, Inc. SEPTIC SOILS EVALUATIONS ti ALUE SA PL ING GEOLOGY DATA YESTIGATIONS SURVEYSS TE INVESTIGATION INVESTIGATIONS Glen H. Logan 6238 Edgewater Drive Boise, Idaho 83709 Phone: (208) 672-9213 FAX: (209 672-9214 Cell: (208) 941-7284 Harley R Noe 5740 N. Applebrook Way Boise, Idaho, 83713 Phone & FAX: (208) 939-8602 Cell: (208) 850-4926 Mark E. Johnson 1886 N. Greenfield Avenue Meridian, Idaho, 83642 Phone & FAX: (208)898-9.541 Cell: (208) 869-9099 October.23, 2006 Daren Fluke J -U -B Engineers, Inc. 250 S. Beechwood Avenue Suite 201 Boise, ID 83709 RE: -'Final 2006 groundwater monitor report — Dell property site Groundwater measurements have been completed for the 2006 monitor period on the 6 test holes on the property located at Black Cat Road and Cherry Lane. Readings have been collected on a biweekly basis since April 26`h and all measurements are displayed in the attached table. The highest recorded values are shown in red in the table. I have also included a map of the site showing the monitor pipe locations and the 2005 data. A limited amount of data was collected from September 8 through October 11 of 2005. A comparison of the September 12th readings from both years shows that they are quite similar. This indicates the test holes were placed last year after the seasonal peak. I feel it is safe to assume that the peak levels recorded in August of this year are representative for the site. The trends of all holes show a normal rise to a peak, then a drop at the end of the irrigation season. I would suggest you utilizet_�the values highlighted in red in the table for design purposes on this site. If you need anything additional or have questions, please contact me by e-mail at harleynoe(acableone.net or by phone at 850-4926. transmitted via e-mail HARLEY R. NOE Professional Soil Scientist cc w/ attachments: Bob Kell, Kell Corp. Land Dev, Inc., 1820 Mace Road, Eagle, ID 83616 Kell property site 2005 monitoringdata All values are depth below ground level in inches HoleBottom Number of Hole 918 @ excavation 9/10 9/12 9126 10111 TH1-05 136 95 99 104 106 118 TH2-05 129 87 84 76 81 101 TH3-05 136 91 89 95 98 108 TH4-05 132 84 93 99 101 113 TH5-05 109 73 69 70 74 77 TH6-05 127 72 74 84 87 96 9126 - No irrigation at all test hole locations J -U -B ENGINEERS, INC. MARCH 23, 2007 W.O.13874D3 PAGE 2 equipment or construction materials are placed within 20 feet of the excavation, modified slope gradients and/or possible additional shoring recommendations will need to be evaluated. Shoring: If necessary, the following braced cut construction scenarios could be used. For a level backfill and a folly supported braced excavation. Shoring should be designed for a uniform equivalent fluid pressure of 30H in pounds per square foot ('H' is the depth of the trench in feet). It should be noted that this pressure scenario does not include other superimposed loading conditions such as traffic, materials, equipment, structures, seismic events, or adverse geologic conditions. Also, no factor of safety has been used in this design. A minimum factor of safety of 1.5 is recommended. Dewatering: During the irrigation season wet conditions may be encountered which would require dewatering. A stable working base may be provided by overexcavating the trench a minimum of 2 feet below invert, placing detachable collection pipes on the removal bottom and then backfilling to invert grade with 3/4 inch to 1 1/2 inch crushed rock or Type II material. Pumps can be connected to the collections pipes and when construction is completed the pumps can be detached, leaving the collection pipes in place. The contractor should consider using a filter fabric around the crushed rock. This would minimize piping of the finer grained material into the open voids of the crushed rock and minimize any post construction settlement as the result of fines migrating into the voids ofthe rock. The specific location of this drainage trench should be determined in the field. Solid pipe outlets should be placed to convey the discharge to an appropriate location. It should be anticipated that this excavation may require shoring for stability. A sample of the pipes and permeable materials should be submitted to GTI for observation and testing to determine if it is compatible with onsite material. The temporary excavation and dewatering methods presented herein are considered to be the most economic and effective methods; however, other methods are feasible and could be further discussed and analyzed upon your request. Any fluid discharged from the site should be appropriately deposed of and be in compliance with local and national requirements. All pumps should utilize a properly designed filter system or well screen. If desired, we can aid in this design. For pump sizing, we recommend a minimum 1.5 factor of safety. Positive site drainage should be maintained at all times. Drainage should not flow uncontrolled down any descending slope. Surface water should be directed away from the excavation and not allowed to pond and/or seep into the ground. Surface drainage should be directed toward the street or other approved area. General Foundation design and construction recommendations are based on preliminary laboratory testing and engineering analysis performed on near surface earth materials. The proposed foundation systems should be designed and constructed in accordance with the guidelines contained herein and in the 2003 International Building Code. All concrete should be designed, mixed, placed, finished, and cured in accordance with the guidelines presented by the Portland Cement Association (PCA), the American Concrete Institute (ACI), and the International Building Code (IBC). d -U -B ENGINEERS, INC. MARCH 23, 2007 W.O. 13874133 PAGE 3 Retaining and Box Culverts The design parameters provided below assume that low expansive soils are used to backfill any retaining walls or box culverts. If expansive soils are used to backfill the walls, increased active and at - rest earth pressures will need to be utilized for design. Walls, below grade, should be waterproofed or damp -proofed, depending on the degree of moisture protection desired. Design: 1. Based on the depths of cuts and the foundations bearing on the SP/GP alluvium (see boring logs), preliminary analysis indicates that an allowable bearing value of 3,000 pounds per square foot may be used for design of footings which maintain a minimum width of 12 inches and a minimum depth of at least 24 inches into the properly compacted fill or processed and compacted alluvial materials. The bearing value and passive resistance may be increased by one-third for seismic or other temporary loads. 2. For lateral sliding resistance, a 0.45 coefficient of friction may be utilized for a concrete to soil contact when multiplied by the dead load. 3. Passive earth pressure maybe computed as an equivalent fluid having a density of 300 pounds per square foot per foot of depth with a maximum earth pressure of 3,000 pounds per square foot. However, for block or retaining walls within 7 feet of descending slopes, passive earth pressures should be considered negligible without further review by GTI. 4. When combining passive pressure and frictional resistance, the passive pressure component should be reduced by one-third. 5. All footings should maintain a minimum 7 foot horizontal set back from the bottom outside edge of the footing and any adjacent slope. Wall Foundation Construction: The following table contains preliminary foundation design and construction recommendations for walls that are constructed on low expansive soils. Assuming a minimum load of 500 pounds per lineal foot, footings should be founded at a minimum depth of 24 inches below the lowest adjacent grade. EXPANSIVE NATURE OF.. SOIL MINIMUM FOOTING DEPTH (1) Retaining and Box Culverts: w/ min. 2 ft. retained Block Walls IOW 24 inches 24 inches (1) denotes that depth should be measured from the lowest adjacent grade All walls should be reinforced with a minimum of two No. 4 reinforcing bars, one placed near the top of wall and one placed near the bottom of the wall footing. In the upper bond beam, "U" blocks should be used. The walls should use both vertical and horizontal reinforcement and be designed to resist the effects a two-way 1/400 angular distortion would impart on a wall. Soil moisture conditioning is recommended for these soils and the subgrade soils should be lightly moisture conditioned prior to placement of concrete. J -U -B ENGINEERS, INC. MARCH 23, 2007 W.G.1387-ID3 PAGE 4 Restrained Walls Any retaining walls that will be restrained prior to placing and compacting backfill material or that have reentrant or male corners, should be designed for an at -rest equivalent fluid pressures of 65 pcf, plus any applicable surcharge loading. For areas of male or reentrant corners, the restrained wall design should extend a minimum distance of twice the height of the wall laterally from the corner. Cantilevered Walls The recommendations presented below are for cantilevered retaining walls up to 10 feet high. Active earth pressure may be used for retaining; wall design, provided the top of the wall is not restrained from minor deflections. An equivalent fluid pressure approach may be used to compute the horizontal pressure against the wall. Appropriate fluid unit weights are given below for specific slope gradients of the retained material. These do not include other superimposed loading conditions such as traffic, structures, seismic events, or adverse geologic conditions. Stacked Cantilevered Walls: The recoumendations presented below are for "stacked" cantilevered retaining walls up to 8 feet high. Active earth pressure may be used for retaining wall design, provided the top of the wall is not restrained from minor deflections. An equivalent fluid pressure approach may be used to compute the horizontal pressure against the wall. Without further review, appropriate fluid unit weights for all walls that have a "stacked" conditions (e.g., double retaining walls "stacked" within a 1 to 1 from the bottom of a lower retaining wall) would be 90 pcf. These do not include other superimposed loading conditions such as traffic, structures, seismic events, or adverse geologic conditions. Wall Backfill and Drainage All retaining walls should be provided with an adequate gravel backdrain and outlet system (a minimum 1 outlet per 10 feet of wall) to prevent buildup of hydrostatic pressures and be designed in accordance with minimum standards presented herein. Gravel used in backdrain systems should be a minimum of 12 inches of 3/4 to 1-1/2 inch clean crushed rock wrapped in filter fabric that extends to within 18 inches of the surface. The surface of the bacUll should be sealed by pavement or the top 18 inches compacted with native low permeability soil. Proper surface drainage should also be provided. All walls and RCB's should be backfill as specified in this report and as required by the Ada County Highway District and the ISPWC. Observation and TestinE During earthwork construction all removals, trench backfill and the general grading procedures should be observed and the fill selectively tested by a representative(s) of GeoTek, Inc.. If unusual or unexpected conditions are exposed in the field, they should be reviewed by this office and if warranted, modified and/or additional recommendations will be offered. All applicable requirements of local and national construction and general industry safety orders, the Occupational Safety and Health Act, and the Construction Safety Act should be met. Level 40 2 to 1 65 Stacked Cantilevered Walls: The recoumendations presented below are for "stacked" cantilevered retaining walls up to 8 feet high. Active earth pressure may be used for retaining wall design, provided the top of the wall is not restrained from minor deflections. An equivalent fluid pressure approach may be used to compute the horizontal pressure against the wall. Without further review, appropriate fluid unit weights for all walls that have a "stacked" conditions (e.g., double retaining walls "stacked" within a 1 to 1 from the bottom of a lower retaining wall) would be 90 pcf. These do not include other superimposed loading conditions such as traffic, structures, seismic events, or adverse geologic conditions. Wall Backfill and Drainage All retaining walls should be provided with an adequate gravel backdrain and outlet system (a minimum 1 outlet per 10 feet of wall) to prevent buildup of hydrostatic pressures and be designed in accordance with minimum standards presented herein. Gravel used in backdrain systems should be a minimum of 12 inches of 3/4 to 1-1/2 inch clean crushed rock wrapped in filter fabric that extends to within 18 inches of the surface. The surface of the bacUll should be sealed by pavement or the top 18 inches compacted with native low permeability soil. Proper surface drainage should also be provided. All walls and RCB's should be backfill as specified in this report and as required by the Ada County Highway District and the ISPWC. Observation and TestinE During earthwork construction all removals, trench backfill and the general grading procedures should be observed and the fill selectively tested by a representative(s) of GeoTek, Inc.. If unusual or unexpected conditions are exposed in the field, they should be reviewed by this office and if warranted, modified and/or additional recommendations will be offered. All applicable requirements of local and national construction and general industry safety orders, the Occupational Safety and Health Act, and the Construction Safety Act should be met. J -U -Ii ENGINEERS, INC. MARCH 23, 2007 W.O.1387-ID3 PAGE 5 Any changes to the planned construction should be submitted to this. office for review and comment as they become available, to minimize any misunderstandings between. the proposed construction and recommendations. presented herein. In addition, foundation excavations and earthwork construction performed on the site should be observed and tested by this office. If conditions are found to differ substantially from those stated, appropriate recommendations would be offered at that time. LBUTA.TIONS The materials encountered on the project site and utilized in our laboratory study are believed representative of the area; however, soil and bedrock materials vary in character between excavations and natural. outcrops or conditions exposed during mass grading. Site conditions may vary due to seasonal changes or other factors. GeoTek, Inc. assumes no responsibility or liability for work, testing or recommendations performed or provided by others. Since our study is based upon the site materials observed, selective laboratory testing and engineering analysis, the conclusions and recommendations are professional opinions; These opinions.have been derived in accordance with current standards of practice and no warranty is expressed or implied. Standards of practice are subject to change with time. The opportunity to be of service is greatly appreciated. If you have any questions concerning this report or if we may be of further assistance, please do not hesitate to contact the undersigned. Respectfully submitted, GeoT'ek, Inc. ..).—w David C. Waite, PE Branch Manager - Senior Engineer {�q�� " I Y -= 3 -- c-- `7 Approximate Boring Location Approximate Box Culvert Location, Source: 2007 Google Satellite Maps, GeoTek field observations, 2007 Scale: Not to Scale. FIGURE #1 GEOTECHNICAL MAP N. O'Conner Avenue. Box Culvert ADA COUNTY, JDAHO' Prepared for: . P . J -U -B Engineers, Inc. Ordei, No;: Report batc; 1387-ID3 1 03/23/07 By; ])CW a J -LI -B ENGINEERS, INC. Legend: SAMPLES MATERIAL DESCRIPTION AND COMMENTS Remarks CL , m y��mt9 N M CL Sandy LEAN CLAY w/ silt, organics and topsoil; moist 0' Soft 1 ML Dk, Brown Sandy SILT; moist 1' - 2,5' Firm to Stiff 2 - ML Reddish Brown Sandy SILT; moist 2.5'- 4' 3 Very Stiff 4 SM Reddish Brown Silty SAND; moist to wet 4'- 8.5' Dense 5 6 :.:<:<• <<z% 7 t 8 <; SP Yellowish Brown Coarse to Fine SAND; moist 8.5'- 9.1', Dense GP Reddish Brown Gravels; moist 9.1'- 12' Very Dense 10- 01112 11- 12— Boring Ends @ 12 Feet 13- 314151617181920 14- 15- 16- 17- 18- 19- 20— Legend: ERlng SampleBulk Sample E]No Recovery Water L— GeoTek, Inc. 320 E. Corporate Dr., STE 300 Meridian, Idaho 83642 (208) 888-7010 Fax: (208) 888-7924 BORING LOG W.O. 1387-ID3 -01COMMERAVEBOX.CULVERT BORNG O J -U-13 ENGINEERS, INC. - DATE: 3/9/2007 Approx. Y Aspnatt over base KOCK U" - s.. Base Rock 311-2.61 Dense Ming Samplo oury -Otilvu; moss[ z;a - o aril' Gravel; moist 31-61 Very Dense Reddish Brown Silty SAND w/ occasional fine gravel; moistI 6' - 7.8 Dense h Brown Gravel; moistI 7.6' -12' Very Dense ng Bulk Sample ❑No Recovery !Z- Water T GeoTek; Inc. 320 E. Corporate Dr., STB 300 Meridian, Idaho 83642 (208) 888-7010 Fax: (208) 888-7924 r. e Mn ■wr.w ■ru■ f■w■ Uwr ■u■s ur.n ■■ ru■r■r ■; BORING LOG W.O. 1387-ID3 -01COMMERAVEBOX.CULVERT BORNG O J -U-13 ENGINEERS, INC. - DATE: 3/9/2007 Approx. Y Aspnatt over base KOCK U" - s.. Base Rock 311-2.61 Dense Ming Samplo oury -Otilvu; moss[ z;a - o aril' Gravel; moist 31-61 Very Dense Reddish Brown Silty SAND w/ occasional fine gravel; moistI 6' - 7.8 Dense h Brown Gravel; moistI 7.6' -12' Very Dense ng Bulk Sample ❑No Recovery !Z- Water T GeoTek; Inc. 320 E. Corporate Dr., STB 300 Meridian, Idaho 83642 (208) 888-7010 Fax: (208) 888-7924 AssocIATED EARTH SCIENCES, Inc. SEPTIC: IS0 1US EVAL[JATION: - STOMI DRAIN SOILS DATA - SOIL, SURVEVS - SAIL WIITLAND INVESTIGATIONS - R -VALUE SAMPLING 6238 Edgewater Drive Boise, Idaho 83709 Phone: (208) 672-9213 FAX: (208) 672-9214 Glen H. Logan - Cell: (208) 941-7284 Harley R. Noe Cell: (208) 850-4926 FAX: (208) 939-8602 Mark R Johnson Cell: (208) 869-9099 FAX: (208) 898-9541 September 8, 2005 Gary Lee J -U -B Engineers, Inc. 250 S. Beechwood Avenue Suite 201 Boise, ID 83709 RE: Soil test holes on property at Cherry Lane and Black Cat Road. Six soil profiles were examined September 8th, 2005 on the above referenced property located in the Southeast % of Section 4, Township 3 North, Range 1 West, Boise Meridian, Ada County, Idaho. Soil characteristics described and internal soil drainage conditions observed can be found on the attached field descriptions. The purpose of this investigation was to determine soil and drainage suitability for storm drain facilities, foundation footings and dwelling crawl spaces. A map showing location of the test holes is attached. The saturation and free water status of the three test holes were as follow at the time of excavation: THi-05 – free water at 119 inches; saturated below 94 inches �` g T112-05 – free water at 122 inches; saturated below 94 inches TH3-05 – free water at 110 inches; saturated below 108 inches TH4-05 – free water. at 120 inches; saturated below 96 inches — T, 75 TH5-05 — free water at 109 inches; saturated below 69 inches T116-05 — free water at 109 inches; saturated below 94 inches Water levels were measured in the monitor pipes on September 10`h and were as shown in the following table. All levels were up from those at the time of excavation which is common once levels stabilize in'the PVC pipes. Hale Dumber Reading 9110105 TH 1-05 95 TH2-05 87 TH3-05 91 TH4-05 84 TH5-05 73 TH6-05 72 Kell Property —page 2 Water tables commonly vary during the irrigation season. We will measure and record water table depths on a bi-weekly basis during the remainder of the irrigation season as per your ie -quest. Levels should be near or just past the peak at this time of the year. Anand -of season report will be sent to you giving an analysis of the water table conditions on the site. The attached soil descriptions have estimated permeabilities for each layer of the soil profile to assist you in system design. If you have questions or need additional assistance, please call me at (208) 898-9541. tranmitted via e-mail MARK E. JOHNSON Professional Soil Scientist cc w/ attachments: Bob Kell, Kell Corporation Land Development, Boise, ID Associated Earth Sciences, Inc. Storm Drain Test Hole Description & Evaluation ite Of Evaluation: 9/8/2005 Evaluated by: Mark Johnson, Professional soil scientist Requested By: Kell Corporation Land Development, Inc., ATTN: Bob Kell Address: 1820 Mace Road Phone: 208-939-4618 City: Eagle State: Idaho Zip: 83616 Legal Desc: part of SW 1/4 of Section 4, Township 3 North, Range 1 West, Boise Meridian, Ada County, Idaho General Dese: North of Cherry Lane Road and west of Black Cat Road Depth (inches) Color` 'texture Clay % Roots Mottles Est.PIn1hr) Permeability Comments none 0.2 to 0,6 firm moist 41 to 94 10YR 5/3 silt loam 24 to 26 few very fine and fine none 0,5 to 1,0 pnihrj 94 to 136+ Hole Number & Location: TH 1-05 579n 0 to 12 10YR 3/2 common very fine, silt loam 22 to 24 fine and medium none 0.5 to 1,0 friable moist 12 to 41 10YR 4/3 common very fine, silty clay loam 32 to 35 fine and medium none 0.2 to 0,6 firm moist 41 to 94 10YR 5/3 silt loam 24 to 26 few very fine and fine none 0,5 to 1,0 friable moist 94 to 136+ variegated extremely gravelly coarse sand <2 none none 15 to 20 loose friable moist 70 to 94 10YR 6/3 loam 22 to 24 none none -- - -------- ---- sllghtly dense when dry 94 to 131 + variegated extremely gravelly coarse sand <2 none none 15 to 20 loose, 5_% cobbles raenerai Notes: Slope 0-1 %; Free water at 119 inches in pit Hole Number & Location: TH2-05 9701 0 to 13 10YR 3/2 silty clay loam 28 to 30 common very fine, fine and medium none 0.2 to 0.6 firm moist 13 to 39 10YR 4/3 silty clay loam 32 to 35 common very fine and fine none 0.2 to 0.6 firm moist 39 to 70 10YR 5/3 silt loam 24 to 26 few very fine and fine none 0.5 to 1,0 friable moist 70 to 94 10YR 6/3 loam 22 to 24 none none 0,5 to 1.0 sllghtly dense when dry 94 to 131 + variegated extremely gravelly coarse sand <2 none none 15 to 20 loose, 5_% cobbles uenerai Notes: Scope 0-1 %; Free water at 122 inches in pit Date Of Evaluation: 9/8/2005 (inol�osll Color I Texture Hole Number & Location: Project: Kell Property Clay % Roots Mottles (��P rim' Comments TH3-05 5792 0 to 14 10YR 3/2 silt loam 20 to 24 common very fine, fine and medium none 0.5 to 1.0 friable moist 14 to 33 10YR 313 Isilty clay loam 30 to 32 common very fine, fine land medium none 0.2 to 0.6 Ifirm moist 33 to 59 10YR 413 silty clay loam 28 to 30 common very fine, fine and medium none 0.2 to 0.6 firm moist 53 to 96 10YR 513 110am 24 to 26 few very fine and fine none 0.5 to 1.0 firm moist, slightly dense 96 to 144+ variegated extremely gravelly coarse sand <3 none none 15 to 20 loose, 5 % cobbles 31 to 66 10YR 513 silty clay loam 28 to 30 and medium none 0.2 to 0.6 Ifflable moist few very fine, fine an iteral Notes: Slope 0-1 %; Free water at 1.10 inches in pit Hole Number & Location: TH4-05 5793 common very fine, fine 01o'12 tsilt loam 22 to 24 and medium none 0.5 to 1.0 friable moist General Notes: Slope 0-1 %; Free water at 120 inches in pit common very fine, fine 12 to 31 10YR 4/3 silty clay loam .30 to 32 and medium none 0.2 to 0.6 firm moist common very fine, fine 31 to 66 10YR 513 silty clay loam 28 to 30 and medium none 0.2 to 0.6 Ifflable moist few very fine, fine an 66 to 108 10YR Sia silt loam 24 to 26 Imedlurn none 0.5 to 1.0 friable moist extremely gravelly 108 to 132+ variegated coarse sand <5 none none 15 to 20 Iloose,6%cbble. 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